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-I. Enclosed is the Title Status Report for Public Domain
Allotment No. 130-SE10, Conrad Williams. This report
reflects:
0 11) Allotment Number I 0 0
b) Allotment'Name
c) Legal Description of the Allotment
d) Ownership, as of October 5. 1989, and,
e) Encumbrances, if any.
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course of this survey.
b. Maps of definite location: You will need to provide
an original reproducible map (Mylar), together with 2
copies (blueline prints). The legal description should
be on each map copy, together with an affidavit executed
by the engineer who made the survey, and a certificate
executed by the applicant, both certifying to the
accuracy of the survey and maps, and both designing by
termini and length in miles and decimals, the line of
route for which the right of way application is made; and
the total acreage encumbered.
c. Environmental review and testing, which will identify
locations where endangered species of plants and animals
may be found and to arrange for protective measures.
d. Archaeological Survey and Recovery: Activities as
are necessary in order to determine whether or not the
project area mayor may not contain anything of cultural
or historical significance.
Anytime projects of this nature are undertaken, there is
the definite possibility that the action could affect the
quality of the human environment. Therefore, compliance
with the National Environmental Policy Act (NEPA) of
1969, as amended, and a Cultural Resources Clearance,
must, be a part of the total project, prior to any
easements be ing approved by the Bureau of Indian Affairs.
e. Appraisal Report: You will need to provide an
appraisal report for the right of way taking. We will
forward the appraisal to our Portland Branch of
Appraisals for tpeir review and approval.
3.
Copy of those pertinent parts (169) of the Code of Federal
Regulations, Title 25 Indians, revised as of April 1, 1992,
entitled "Rights of way over Indian Lands" is enclosed for
your information and review. The necessary federal
regulations that are reQuired in order for an applicant to
secure an approved easement for Rights of way, are stipulated
therein.
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5.
Wri tten Consent of the Landowners: Enclosed are Department of
the Interior Forms 5-5403, Statement of Owners of Allotted
Indian Lands to Accompany application for right of way, which
are utilized for this purpose. It is the responsibility of
the applicant to obtain these consents.
It is the policy of the Bureau of Indian Affairs that every
effort be made to secure 100 percent of the landowners consent
via their signature on the Statement of Owner Form. If
several follow-up actions (i.e., new address, telephone calls,
personal visits) becomes necessary, then be sure to keep
documentation. In order for this office to make determination
whether or not to grant an easement on behalf of the unsigned
owners, will depend upon your documentation of the attempts
made to contact the unsigned owners.
6.
Consideration: The consideration for the right of way taking
is a negotiable item between the landowner and the applicant.
However, except when waived in writing by the landowner, the
consideration for any right of way granted shall not be less
then the appraised value of the rights granted, plus severance
damages, if any, to the remaining estates.
7.
Affidavit of Comnletion: Upon completion of the construction
of the right of way, the applicant shall promptly file with
the Secretary an affidavit of completion, in duplicate,
executed by the engineer and certified by the applicant. The
Secretary will transmit one copy of the affidavit to the
office of record mentioned in 169.15. Failure to file an
affidavit in accordance with this section shall subject the
right of way to cancellation in accordance with 169.20.
At the initial stage, you m~st furnish this office with Items 2 and
5 as noted above.
You must then await an official written notice from this office
prior to your entering upon any of the properties under this
jurisdiction. Written notice will be sent upon our receipt and
evaluation of Items 2 and 6.
Once you receive written authorization to enter upon the subject
property, you must complete Item 2 as noted above. As soon as we
receive Item 2, we will forward same to our appraisal section,
Portland Area Office, for review. Upon receipt of same, it is then
necessary that we advise each owner of the estimated just
compensation for their respective interest. The owners are also
advised at this point, that, the appraisal information is furnished
to assist them in their negotiations for the right of way.
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Upon completion of the project, it will be necessary that YOU
comply with Item No. 7 above.
I f YOU have any questions, please
Edwards or Raymond H. Strong at the
number.
Sincerely,
~~~
~L'TING Superintendent
Enclosures
cc:
Bruce Laurie
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend, WA 98368
contact either Faustine I.
above address or telephone
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KENNETH ENDORF
Contrnpt R;~h.. ....r Ul"___ . ---..
Real Estate Services
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21, 1993
PHONE (206) 456-1742
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Attn: Raymond n. Strong
Realty Office
Phone (206) 533-91'
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Valerie
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Bureau of Indian Affairs
Olympic Peninsula Agency
715 Emerson Avenue
P. O. Box 120
Hoquiam, WA 98550-0120
....--
Re: Jefferson County Road Project
South Bogachiel Road 'Slide
Repair
Dear Mr. Strong:
I am acting as a right of way agent for Jefferson County, Department
of Public Works, under letter of instruction dated June 3, 1993.
The South Bogachiel Road in the vicinity of Government Lot 10 of
Section 1, Township 27 North, Range 13 West, W.M., has been damaged
by a landslide into the Bogachie1 River. A temporary one-lane road
detour has beRn constructed around the slide to enable the residents
who use the county road to travel to the junction with State Highway
101.
Jefferson County desires to change the alignment of the road over
the hill away from the bluff and the Bogachiel River. This will be
a permanent solution and require right of way over the above
mentioned Government Lot 10.
In discussing the matter in your Office, it is my understanding the
Dureau of Indian Affairs will consider the request by the county.
Establish a valuation and furnish consent forms of the proper
persons that hold ownership. The county is requesting this action
in order to obtain the necessary right of way.
The namo of tho tract involved is Western Washington PUblic Domain
Conrad Williams SE-10.
A Right of Way Plat for tho proposed roadway prepared by
Northwestern Territories, Inc., engineers and land surveyors is
enclosed for your use.
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41124 2'1th Ct. S.E. Lacey, WA 081103 ~
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Mr. Raymond H. Strong
-2-
July 21, 1993
The legal description for the county road improvement provided by
the surveyors is also enclosed for your approval.
The balance of the improvement is located on the Washington State
Department of Natural Resources property.
If you require further information or material, please bring it to
my attention.
The consent forms when issued will be to Jefferson County,
Department of Public Works, P.O. Box 1220, Port Townsend, WA 98368
Attn: Bruce Laurie, Program Manager.
Thank you for your immediate attention to this request. You will
find upon inspection the dangerous situation of the road with the
Bogachiel River.
ruly y~ur~
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nneth End~rf :...y;-
ontract Right of Way Agent
for Jefferson County
Attach. Map
Legal description
cc: Mr.Bruce Laurie
Jefferson County
Department of PUblic Works
P. O. Box 1220
Port Townsend, WA 98368
Mr. Leo Williams
Qui1layute Tribal Center
La Push, WA 98350
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND. WASHINGTON 98368
1Pill] [[l[fg [}(]&@ ill @)~[])rn IT]
Phone (206) 385-9160
Show this Purchase Order Number
on all correspondence. invotcGs.
shipping papers and paekoges.
11368
TO
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REQUISITION NO.
DATE
6
ACCOUNT C I' _~~
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,. Pleale send _ coples of your Invoice.
2. Order I. to be entet'ed In accordance with prices. delivery and apeclflcationllhown above.
3. Notify ullmmedlately It you are unabfe to IIhlp allpeellled.
ORIGINAL
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EXHIBIT "A"
Purchase Order No. 11368 and Supplement to Consultant Agreement for Acquisition Services
dated 12/28/92.
SECTION I, "PROJECT IDENTIFICATION" is revised as follows: The project is entitled
"So. Bogacheil Rd. Slide, CR0606". The property is located.... Section I, Township 27 north,
range 13 west, W.M. The project consists of 1 parcel of real property to be acquired for road
way purposes,.....
SECTION II, "SCOPE OF WORK" is revised as follows: Part A. Acquisition: In addition
to the paragraph concerning negotiations, the CONSULTANT shall assist the AGENCY in
determining the status of property in regards to its ownership and how title is held (fee simple,
trust, etc. ); provide, if necessary, as determined by the AGENCY and CONSULTANT at least
three qualified real property appraisers for selection by the AGENCY, assist in obtaining, if
necessary as determined by the AGENCY and CONSULTANT, the services of a qualified
timber cruiser. The AGENCY shall pay directly for services that the CONSULTANT assists
the AGENCY in obtaining. .
SECTION III, "OBLIGATIONS OF CONSULTANT" The following is added:
N. The CONSULTANT shall, with concurrence of the AGENCY, obtain title reports, provide
the names, addresses, and phone numbers, of three qualified real property appraisers for
selection of one by the AGENCY, provide names, addresses, and phone numbers of qualified
timber cruisers for selection by the AGENCY. The above services shall be utilized as
necessary, as determined by AGENCY through consultation with the CONSULTANT.
SECTION IV, "OBLIGATIONS OF AGENCY
Part A: "Preliminary Title Reports" is removed from this part.
Part D is added as follows: "The AGENCY shall pay directly for outside services that are
determined to be required as outlined in SECTIONS II and III of the Agreement and this
Supplement. This part does not relieve the CONSULTANT of his obligations under SECTION
III. "Outside Services" are defined as work not covered under SECTION III "Obligation of
Consultant" and provided by another party not in the CONSULTANTS organization or on his
payroll.
SECTION V, "COMPENSATION", Part C is revised to a maximum of $1,200.00 for this
project.
SECTION VI, "TIME OF BEGINNING AND COMPLETION", Part A, first sentence is
revised, "The CONSULTANT shall not begin work under the terms or this Agreement until
notified by the AGENCY"
All other portions of the agreement remain in effect and are not changed by this supplement.
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CONSULTANT AGREEMENT FOR
. ACQUISITION SERVICES
TIllS AGREEMENT, made and entered into on this ;& ~ -I J- day of .
~ R.('/.-<-J,"'_-f/ , 199~, by and betwe n the COUNTY OF
SON, STATE OF WASHINGTON, hereinafter c:a1led the "AGENCY", and the
consulting firm of Kenneth Endorf , whose address
is 4524 ~ 27th Ct. S.E.. Lacey WA 98503 , the location in
Washington State at which work will be available for inspection, hereinafter c:a1led the
"CONSULTANT'.
WHEREAS, the AGENCY has not sufficient qua1ified employees to accomplish the real
property acquisition services on this proposed contract and the AGENCY deems it
advisable and is desirous of engaging the professional services and assistance of a
qualified consulting firm to provide necessary acquisition services, and
WHEREAS, the CONSULTANT has indicated that he desires to do the work set forth
in this Agreement upon the terms and conditions set for herein. .
NOW, 1HEREFORE, in consideration of the terms, conditions, covenants, and
performances contained herein below the parties hereto agree as follows:
I
PROJECf IDENTIFICATION
The project is entitled: Solid Waste Site Proper tv AC<luiSitiO\V . The
property is located in Jefferson County , State of ashington, in
Section 8 . Township 30N, Range I WWM . The project consists of -2.- parcels
of real property to be acquired for landfiU buffer purposes, and as
shown on the AGENCY plans which by the reference are made a part of this
Agreement.
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SCOPE OF WORK
The CONSULTANT shall acquire on behalf of the AGENCY the real property
referenced in Section I of this Agreement, using procedures specified by the AGENCY
and in accordance with the applicable law.
The service rendered by the CONSULTANT shall be as follows:
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A
ACOUISITION:
B.
Upon notification and'receipt of Detennination of Value from the AGENCY, the
CONSULTANT will commence negotiations. If it becomes apparent that
negotiations have reached an impasse and sufficient time has passed for the
property owner to make a settlement decision, then the CONSULTANT shall
provide the AGENCY with written notification. The filing of condemnation
proceedings shall be the responsibility of the AGENCY.
COMMITMENT FILE:
The CONSULTANT shall establish a project commitment file. The file shall
consist of mitigating measures or commitments identified during the acquisition
process. The commitment me shall include but is not limited to: existence of
water lines, existence of conduits, existence of survey control, (i.e. monumented
property comers), gates, fences, mailbox relocations, access approach, private
signs, and landscaping. The CONSULTANT shall request concurrence from the
AGENCY to incorporate commitments made to parties involved. A commitment
may be revised when all parties involved agree to the revision.
A
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OBLIGATIONS OF CONSULTANT
The CONSULTANT shall prepare, through the direction of the AGENCY'S
attorney, all documents necessary to convey to the AGENCY valid title to the
needed real property and report the results of negotiations, working time, and
business expense on the project.
The CONSULTANT shall assure that no less than three personal contacts are
made with each interested party (owner) in order to acquire valid title to needed
property rights as shown on the project map or as instructed in writing by the
AGENCY.
B.
C.
The CONSULTANT shall on the first (but no later than the second) contact
explain the AGENCY'S offer orally and in writing and request execution of
appropriate conveyance by the owner to the AGENCY of needed real property in
consideration of the amount of the offer made.
D. The CONSULTANT shall assure that negotiations shall be performed only to the
limit of authority delineated by the title reports, project maps, determination of
fair marker value, manual of procedures, acquisition schedule, or written
instructions issued by the AGENCY.
The CONSULTANT shall assure that a complete, legible diary of each contact to
include the time, place, amount of offer, to whom offer was made, all parties
present, and owner'~ response in a Conn furnished by the AGENCY and to be
E.
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returned to the AGENCY, for permanent records.
The CONSULTANT shall attempt to obtain release of all liens of encumbrances
necessary to vest valid title to required property righ~ in the AGENCY, however,
such liens or encumbrances that cannot be released, the CONSULTANT shall
notify the AGENCY in writing for instructions.
The CONSULTANT on or before project cut-off date shall furnish tr3IlSIIlittaI of
diary, miscellaneous c,orrespondence, vouchers, and valid conveyances pursuant to
all negotiated transactions or written recommendations pursuant to future
negotiations in those cases where settlement failed. AIl work shall be submitted
as completed to ~e AGENCY for acceptance or rejections.
The CONSULTANT shall work such days and hours as may be necessary to meet
with interested property owners that may not be available during regular working
days or hours.
G.
H.
I.
The CONSULTANT shall abide by decisions made by the AGENCY on
questions concerning acceptability or work performed on the project. All
decisions made by the AGENCY are final. ,
The CONSULTANT shall correct any deficient work performed by him or his
employees on the project and deliver corrected work to the AGENCY at his own
expense. Corrected work shall be delivered to the AGENCY within ~ days
from the date of request.
The CONSULTANT shall remove any employee from assignment to this project
immediately upon written request by the AGENCY. '
The CONSULTANT agrees to make available for inspection and audit all
records of this Agreement to the AGENCY, State, and Federal governments at
any time during the term of this Agreement and for a period of three (3) years
from the date of final payment.
The CONSULTANT shall be available for consultation with AGENCY, State,
and Federal representatives after completion of this Agreement should the need
arise. Said consultation shall be contracted for by separate agreement if it
involves litigation.
J.
K.
L
M.
IV
OBUGATIONSOFAGENCY
A.
The AGENCY shall furnish preliminary title reports, appraisal review,
determinations of fair market value, project maps, and engineering data sufficient
to write legal documents.
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B.
The AGENCY shall furnish final decisions in writing on questions not covered by
the above material.
c.
The AGENCY shall review and accept (approve) or .reject any work performed
by the CONSULTANT on the project in ten (10) days or less from the date of
receipt by the AGENCY.
V
COMPENSATION
A. The CONSULTANT shall be paid on a monthl.y basis for work
satisfactorily completed based upon the following specified rates and such rates
will be applicable throughoU! the life of this Agreement.
Project Manager
Negotiator (Acquisition Agent)
Meals and Lodging
$ xxxxx
$ 20.00
per hour.
per hour.
Actual ClCpCnse not to exceed
State of Washington per diem
expense.
Travel
As authorized by AGENCY in
writing.
Mileage (automobile)
$ .275
on Job costs.
per mile for
Miscellaneous
Actual ClCpCnse, such as parking.
ferry charges, photo copy costs,
long distance phone costs, etc.
The CONSULTANT shall on or before the 5th day of each month invoice
the AGENCY for services rendered during the previous month identifying the
project, parcels worked on, and days worked. The CONSULTANT will also
provide a written progress report on this project on a monthly basis.
The total reimbursement of compensation and expenses for services under
provisions of this Agreement is estimated to be: $ 3,000.00 . The
amount shall not be exceeded without execution of an amendment to this
Agreement.
VI
TIME OF BEGINNING AND COMPLETION
A.
The CONSULTANT shall not begin work under the terms of this Agreement
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until authorized in writing by the AGENCY. The time required, in calendar
days, for completion of all work under this Agreement shall be 60 days
following written authorization to begin.
Established completion time shall not be extended because of any unwarranted
delays attributable to the CONSULTANT, but may be extended by the AGENCY
or because of unavoidable delays caused by an act of God or governmental
actions or other conditions beyond the control of the CONSULTANT.
B. Upon completion of this Agreement all documents and records shall be turned
over to the AGENCY.
VII
AMENDMENTs AND REVISIONS
Should the AGENCY make changes within the scope of this Agreement, by giving
notice to the CONSULTANT and subsequently confirming such changes in writing. If
such changes affect the cost of or the time required for performance of this Agreement,
and appropriate adjustment shall be made. No change by the CONSULTANT shall be
recognized without written approval by the AGENCY. Nothing in this article shall
excuse the CONSULTANT from proceeding with performance of the agreement as
changed hereunder. All changes shall be, submitted as an amendment to the basic
Agreement and approved by the AGENCY.
VIII
ASSIGNMENT OF AGREEMENT
The CONSULTANT shall not assign this Agreement in whole or in part, nor shall the
CONSULTANT subcontract any other the work to be performed herein without the
prior written consent of the AGENCY.
IX
TERMINATION OF CONTRACT
A.
The AGENCY may terminate this contract by notifying the CONSULTANT
10 days in advance of termination in writing by Certified Mail of its
intentions to do so at any time and for any reason whatsoever. In the event of
such termination, AGENCY shall be obligated to reimburse the CONSULTANT
for services performed and expenses incurred to date of termination at the rates
set forth under Article 5 herein. less prior interim payments, if any. Upon
payment of such sums, AGERCY shall be discharged from all lability to the
CONSULTANT hereunder and this Agreement shall be considered terminated
unless extended In writing by mutual agreement between the parties hereto.
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and me materials shall be turned over to the AGENCY by the CONSULTANT.
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C. All services to be rendered under this contract shall pe subject to direction and
approval of the AGENCY.
X
EMPLOYMENT
The CONSULTANT warrants that he has not employed or retained any company or
person, other than a bona fide employee working solely for the CONSULTANT, to
solicit or secure this Agreement and that he has not paid or agreed to pay any company
or person, other than a bona fide employee working solely for the CONSULTANT, any
fee, commission, percentage, brokerage fee, gifts, or any other consideration, contingent
upon or resulting from the award or making of this contract. For breach or violation of
this warranty, the AGENCY shall have the right to annul this Agreement without
liability or, in its discretion, to deduct from this Agreement price or consideration or
otherwise recover, the full amount of such fee, commission, percentage, brokerage fee,
gift, or contingent fee.
Any and all employees of the CONSULTANT, while engaged in the performance of any
work or services required by the CONSULTANT under this Agreement, shall be
considered employees of the CONSULTANT and not of the AGENCY and any and all
claims made by a third party as a consequence of any negligent act or omission on the
park of the consultant's employees, while so engaged on any of the work or services
provided to be rendered herein, shall be the sole obligation and responsibility of the
CONSULTANT,
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The CONSULTANT shall not engage, on a full or part-time basis, or any other basis,
during the period of this Agreement, any professional or technical personnel who are, or
have been at any time during the period of this Agreement, in the employe of the
AGENCY, except regularly retired employees, without written consent of the public
employer of such person.
If during the time period of this Agreement, the CONSULTANT finds it necessary to
increase his professional, technical, or clerical staff as a result of this work, he will
actively solicit minorities through his advertisement and interview process.
During the performance or'this Agreement, the CONSULTANT, for itself, its assignees,
and successors in interest, hereinafter referred to as the CONSULTANT, agrees as
follows:
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A.
NONDISCRIMINATION: The CONSULTANT, with regard to the work
performed by it, will not discriminate on the grounds of race, religion, color,
national origin, or sex in the selection and retention of subcontractors, including
procurement of materials and leases or equipment.
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SOUCITATION FOR SUBCONTRACTORS, INCLUDING PROCUREMENT
OF MA'IERIALS AND EQUIPMENT: In all solicitations, either by competitive
bidding or negotiation made by the CONSULTANT for work to be performed
under a subcontract; including procurement of materials or equipment, each
potential subcontractor or supplier shall be notified by the CONSULTANT of the
CONSULTANT obligations under this contract relative to nondiscrimination of
the grounds of race, religion, color, national origin, or sex.
c.
INFORMATION AND REPORTS: The CONSULTANT will provide all
information, reports, and/or orders and instruction issued pursuant thereto and
will permit access to its books, records, accounts, other sources of information,
and its facilities as may be determined by the AGENCY to be pertinent to
ascertain compliance with this Agreement, orders and instructions. Where any
information required by a CONSULTANT is in the exclusive possession another
who fails or refuses to furnish this information, the CONSULTANT shall so
certify to the AGENCY as appropriate and shall set forth what efforts it has
made to obtain the information.
D.
SANCI10NS FOR NON-COMPUANCE: In the event of the CONSULTANT'S
noncompliance with the discrimination provisions of this contract, the AGENCY
shall impose such contract sanctions as it may determine to be appropriate,
including, but not limited to:
1. Withholding of payments to the CONSULTANT under the contract until
the CONSULTANT complies and/or
2. Cancellation, termination, or suspension of the contract in whole or part.
E.
INCORPORATION OF PROVISIONS: The CONSULTANT will include the
provisions of paragraphs (A) through (E) in every subcontract, including
procurement of materials and leases of equipment, unless exempt by the
regulations, orders, or instructions issued pursuant thereto. The CONSULTANT
will take actions with respect to any subcontract or procurement as the AGENCY
may direct as a means of enforcing such provisions, including sanctions for
noncompliance; PROVIDED, HOWEVER, that, in the event a CONSULTANT
becomes involved in, or is threatened with, litigations with a subcontractor or
supplier as a result of such direction, the CONSULTANT may request the
AGENCY to enter into such litigation to protect the interests of the AGENCY
and, in addition, the CONSULTANT may request the United States to enter into
such litigation to protect the interests of the United States.
XI
INSURANCE
Prior to beginning work under this Agreement, the CONSULTANT shall provide
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Certificates of Insurance as evidence that policies providing the following coverage and
limits of insurance are in full force and effect.
1. GENERAL COMPREHENSIVE LIABILl1Y: With rc;spect to liability for injuries
to or death of persons and with respect to liability for destruction of or damage
to property, the insurance coverage shall be $ 500,000 combined single limit and
such coverage shall include the special provisions listed below:
A The AGENCY shall be named as an additional insured and the coverage
shall be applicable to and protect the AGENCY from liability arising from
or relating to the CONSULTANTS activities relating to this Agreement.
Such insurance shall be primazy and other insurance maintained or carried
by the agency shall be separate and distinct and shall not be contributing
with the insurance listed hereunder.
B. Such insurance shall include a "Cross Liability" or "Severability of Interest"
clause.
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C. Such insurance shall not include explosion, collapse, or underground
exclusions commonly referred to as the "XCU" hazards.
AUTOMOBILE COMPREHENSIVE LIABILl1Y: With respect to inability for
injury to or death of persons and with respect to liability for destruction of or
damage to property, the AGENCY shall be named insured and the insurance
coverage shall be $ 500,000 combined single limit. Such insurance shall be
primary and other insurance maintained or carried by the AGENCY shall be
separate and distinct and shall not be contributing with the insurance listed
hereunder,
Failure of either or all of the named insured to report a claim under such insurance
shall not prejudice the rights of the AGENCY thereunder. The AGENCY will have no
obligation for the payments of premiums because of its being named as an insured
under such insurance. None of the policies issued pursuant to the requirement
contained herein shall be cancelled, allowed expire, or changed in any manner so as to
affect the rights of the AGENCY thereunder until thirty (30) days after written notice of
such intended cancellation, expiration, or change.
2.
XII
WAGE AND HOURS LAW COMPLIANCE
The CONSULTANT shall comply with all applicable provisions of the Fair Labor
Stondards Act and any other legislation affecting its employees and the roles and
regulations issued thereunder insofar as applicable to its employees and shall at all times
save the AGENCY free, clear, and harmless from all actions claims, and expenses
arising out of said Act and rules and regulations that are or may be promulgated in
connection herewith.
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SOCIAL SECURITY AND OTHER TAXES
The CONSULTANT assumes full responsibility for the payment of all payroll taxes, use,
sales; income, or other form of taxes, fee, licenses, excise, or payments required by any
City, County, State, or Federal legislation which are now or may during the term of this
Agreement be enacted as to all persons employed by the CONSULTANT and as to all
duties, activities, and requirements by the CONSULTANT in performance of the work
on this project and under this contract and shall assume exclusive liability therefore, and
meet all requirements thereunder pursuant to any rules or regulations.
XIV
DAMAGE CLAIMS
me CONSULT~ shall indemnify and hold harmless the AGENCY from and against
all claims for any and all damage, including but not limited to claims for damage to
property or claims of misrepresentation in negotiations, due to negligence of the
CONSULTANT or its employees including court costs and attorney's fees, if any.
. XV
CONTENT AND UNDERSTANDING
This Agreement contains the complete and integrated understanding and agreement
between the parties and supersedes any understanding, agreement, or negotiation
whether oral or written not set forth herein or in written amendments hereto duly
executed by both parties.
XVI
ATIORNEY'S FEES
If the AGENCY brings any action or suit relating to the enforcement of this Agreement
or asking for any relief against the CONSULTANT, declarator or otherwise, arising out
of this Agreement or if the CONSULTANT brings any actions or suit against the
AGENCY, declaratory or otherwise, arising out of this Agreement, then the prevailing
part in any of these events shall be paid reasonable attorney's fees and costs and
expenses expended or incurred in connection with any such suit or action.
XVII
INDEPENDENT CONTRACI'OR
The CONSULTANT shall at all times be an Independent contractor and not an
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employee of the AGENCY, and shall not be entitled to compensation or benefits of any
kind except as specifically provided for herein.
xvm
NOTICES
Any notice given by either party to the other hereunder shall be served, if delivered in
person. to the office of the representative authorized and designated in writing to act for
the respective part, or if deposited in the mail, properly stamped with the required
postage and addressed to the office of such representative as indicated in this .
Agreement. Either party hereto shall have the right to change any representative or
address it may have given to the other party by giving such other party due notice in
writing of such change.
XIX
CONFIlcr OF INTEREST
The CONSULTANT hereby affirms that he has no present or contemplated future
personal interest n the property, which is the subject matter of this Agreement.
. XX
GOVERNING LAW
This Agreement and the rights and obligations of the parties hereunder shall be
governed by the laws of the State of Washington.
XXI
AUTHORIZED REPRESENTATIVE
In performing the services defined herein. the CONSULTANT shall report to:
Robert NeSbitt, County Engineer
Name
Jefferson County Public Works Dept.
'Address
P.O. Box 1220, Port Townsend, WA 98368
(206) 385-9160
Telephone
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Kenneth Endorf
N~I4 -,27th Ct.
Address
Lacey. WA 98503
(206) 456-1742
Telephone .
S.E.
XXII
,APPRq,VAL OF AGREEMENT
'Ibis Agreement shall become effective upon execution by the parties hereto.
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JEFFERSON COUNTY:
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APPROVED AS TO FORM:
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WASHINGTON STATE DEPARTMENT OF
Natural Resources
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MAR 25 1993
JEFFERS
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March 23, 1993
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend, W A 98368
I am enclosing one fully executed copy of the county road easement which was
granted to you by the state of Washington, Department of Natural Resources, over
and across parts of Section 1, Township 27 North, Range 13 West, W.M.
Thank you for your cooperation in this matter.
Sincerely,
~~on C~
Division of Lands and Minerals
Enclosure
c: Easement No. SO-CR3306
Dean Wilson, Olympic Region
22\41 r\corlson\SOCR3306
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRIAN J. BOYLE. Commissioner of Public Lands
Olympia, Washington 98504
Easement No. 5O-CA3306
THIS EASEMENT, made and entered into this 22-.e~ay of 1tl~',t ,19 ~. by
and between JEFFERSON COUNTY, herein called the "Grantee," and the STATE OF
WASHINGTON, acting by and through the Department of Natural Resources. herein called the
"State,. WITNESSETH:
The State for and in consideration of the terms and conditions specified herein, hereby
grants and conveys to the Grantee its successors and assigns:
An easement for a ri~ht of way for the sole purpose of construction, operation. use, and
maintenance of a road over and across parts of SE~ SEY., Section 1, Township 27 North.
Range 13 West, W.M., shown on Plat No. CR3306, filed in the office of the Commissioner of
Public Lands at Olympia, Washington, a reduction of which is attached as Exhibit A. indicating
said right of way in red. and by this reference made a part hereof, all in Jefferson County,
Washington.
Consideration
The consideration paid by the Grantee to the State is as follows:
Fourteen Thousand Sixty and nO/100 Dollars (14.060.00) for right of way timber.
Assiqnment
This easement. or any of the rights granted herein, shall not be assigned without prior
written consent of the State.
Term
Should the Grantee or its assigns cease to use this easement for the purpose specified
herein for a period of two years, it shall notify the State of such nonuse and the rights granted
herein shall revert to the State, its successors or assigns.
Damaqe and Protection from Damaqe
Grantee, when using the rights granted herein, shall repair or cause to be repaired at its
sole cost and expense, all damage to improvements on State lands occasioned by it, which is in
excess of that which it would cause through normal and prudent use of said rights.
During operations under this easement, including the construction of roads and landings,
the Grantee shall take such precautions as necessary to minimize insofar as possible, soil
erosion and damage to the soil. Equipment will not be operated when ground conditions are
such that excessive damage will result.
All soil surfaces on the right of way, temporary roads and skid trails which are devoid of
natural cover as a result of the operations hereunder, shall be reseeded to a grass mixture
recommended by the local office of the County Extension Agent.
All legal land subdivision survey corners and witness objects are to be preserved. If such
are destroyed or disturbed by the operations of the Grantee, the Grantee shall re-establish them
by a registered professional engineer or licensed land surveyor in accordance with U. S. General
Land Office standards at his own expense, Corners and/or witness objects that must necessarily
be disturbed or destroyed In process of construction must be adequately referenced and/or
replaced In accordance with all applicable laws of the State of Washington In force at the time of
construction, reconstruction, or development of the right of way Including but not limited to
chapter 58.24 ACW, and all Department of Natural Resources rules and regulations pertaining to
preservation of such corners and/or witness objects. Such references must be approved by the
State prior to removal of said corners and/or witness objects.
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The Grantee shall prevent the establishment of weeds upon. and the spread of weeds
from. any portion of the right of way herein granted which is. adjacent to cultivated State lands
and shall further comply with the county noxious weed control board rules and regulations
established under the Uniform Noxious Weed Control Statute (Chapter 17.10 RCW). Payment of
weed control costs will be the Grantee's responsibility.
In the event the county noxious weed control board directs the Grantee to control weeds
or the Grantee elects to kill or control the growth of weeds and/or brush by chemical treatment
within or in proximity to said right of way, he shall use only those chemical agents, the container
labels of which have been registered with the Washington State Department of Agriculture.
Such use must be in accordance with the labeled directions and approved of jointly by the
Washington State Department of Agriculture and the County Extension Agent before
commencement of any control program.
Preoperatina Reauirement
The Grantee's operations specified herein shall be conducted in accordance with the
provisions of the State approved Plan of Operation in force at the time of construction.
reconstruction. or development of the right of way.
Provided, however, thirty (30) days prior to commencement of said operations, the
Grantee shall submit to the Regional Manager at Forks, Washington, for written approval, a
complete and detailed Plan of Operation for the development of the right of way. The Grantee
shall provide for the examination of the right of way, with the State's Regional Manager, before
any construction, reconstruction, or development is commenced,
Facilitv Protection
Trees that become an interference or a hazard to the rights herein granted and located
outside of the limits of said right of way may be removed upon obtaining the written consent of
the State. and payment of the appraised value thereof.
Restoration
It is understood and agreed that in the event any portion of the road described herein is
abandoned, the Grantee shall take the necessary legal action to vacate such portions and shall
immediately restore the land within all abandoned portions to a natural condition as may be
directed by the State.
On those portions designated for restoration, all asphalt shall be removed from the
abandoned right of way and shall not be deposited on the adjacent State land; in addition, the
land surface shall be scarified to blend with the adjoining landscape.
Notice of Noncompliance
The State shall notify the Grantee by United States mail, addressed to the address shown
on the application for this easement on file with the State In Olympia, Washington. of any
instance of noncompliance by the Grantee, its employees, permittees, contractors or
subcontractors with any of the terms and conditions hereof. Such notice will specifically Identify
the manner of noncompliance herewith.
In the event the Grantee does not undertake, or cause to be undertaken, remedial action
within fifteen (15) days following receipt of said notice. the State, acting by and through Its
Regional Manager at Forks, Washington, may suspend the Grantee's operations until such time
as effective remedial action Is taken.
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IN WITNESS WHEREOF, the parties hereto have executed this instrument, in duplicate.
as of the day and year first above written.
App. No. 50-CR3306
02\rightawa\5Ocr3306.eas
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
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Division of Lands and Miner Is
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JEFFERSON COUNTY
SECTION I ,TOWNSHIP 27 NORTH, RANGE 13 WEST. WM.
JEFFERSON COUNTY, WASHINGTON
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AND /;'cM,04INS OF' A POS'SI6LE ".T. 71:>
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IN "992.
I. RONALD L. NeSARY, OF NO!?lHW€"STeR'N TE"R'/;,ITOI?IE5'., INC., A ReGI5'teI?ED
LAND SURVeY'OI? IN AND FOR THE S/ATE' Of: WASHIN(J!;/OAJ AND Rt:iPRE'SeNTlAJf;;;
JcFFt:iRSOAJ COUNTY, DO HeREBY CIE'I?/It="Y "THAT THI5 MAP ACCURAteLY
RE:PRESe'N-rS THE LOCATION OF THE t:iA5'eMe'NT IN Sl!'(:)TION I, ,OWNSHIP '27
NQRT. ^If? weST, W,M., JcP"P"IE'I?6'ON: COUNtY. WAS'HING'rOA/,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesblll, P.E., County Engineer
July 22, 1992
Dean Wilson
Department of Natural Resources
Route 1, Box 1375
Forks, WA 98331
Re: So. Bogachiel Rd. Right of Way, SE 1/4, SE 1/4, Sec. 1, T, 27 N., R. 13 W., W.M.,
County Project No, CR0606
Dear Dean:
Enclosed are the Right of Way application and plat map for the above referenced project.
The centerline of the proposed alignment has been flagged, If you have any questions
or need any further information, do not hesitate to contact me,
Sincerely,
~.
Road Projects Manager
Enclose.
xc: Richard Wojt
CR0606, corres -
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. STATE OF WASHINGTON ~
DEPARTMENT OF NATURAL RESOURCES
Rt. 1 Box 1375 98331(REGION ADDRESS)
Olymp~c (REGION)
USE THIS SIDE OF FORM FOR ROAD USE APPLICATIONS ONLY.
SUBMIT TWO COPIES
APPLICATION FOR ROAD RIGHT OF WAY or PERMIT OVER
LANDS IN JEFFERSON COUNTY
NOTE TO APPLICANT: Prior to lubmlttll19 thil oppllcotlon, 0 prelllDln..y field re.lew of the propoled lite with the Oe~rbaent
of Noturol Resource.' loco I repre.entot I.e I. required. The point of entering ond le..lnll stote londs ...It be cleorly
Ind!..ted ond the centerline of the rood IIlUlt be cleorly ..rked on the ground. when new construction II In.ol.ed.
To the Commissioner of Public Lands, Olympia, Washington 98504:
I, the undersigned, have fulfilled all prerequisites
Resources' local
for right of way
(New construction and some reconstruction require regulation plats upon region approval of
application. Existing roads and initial applications require a sketch map. Please see
platting requirements.)
J.
.A. New construction will be over the following lands in
Subdivision S.E. 1/4 of the S.E.1/4Section 1 Township nN Range 1 'lW'
Subdivision Section Township Range
Subdivision Section Township Range
and will be 30-40 feet wide, 994. 73 mi1es~long and
consists of 1.60 acres of land.
B. The existing road is in
Subdivision
Subdivision
Subdivision
and is feet wide,
c. ' This right of way is desired for PERMENANT
Section
Section
Section
Township Range
Township Range
Township Range
miles/feet long.
,years.
circle YES@
mi 1 es/feet long.
and wi 11 be
feet wide,
D. Is any reconstruction needed on existing roads?
If yes, please describe:
II.
A. Is this right of way or roa~se permit to be used for transporting valuable or
commercial materials? circle YES 0 If ,yes, answer B, C, and D. If no, explain intended
use: Road will be County Roa
B. What is the type and estimated volume or quantity of such materials?
D.
C. Are you the owner of the materials? circle YES/NO If not, who is?
FROM:
Dated
Please provide a legal
Section
Section
at ~~ Washington,
I2AIGHTAIIA\R.U-P ,RII
c=--~-~-
[
description of the site materials are to be removed
Township Range
Township Range
this l!z,.u day of .)dt.</
Signature ph~~~
Company Name JF'F'l='C\2~W a. D€IOr. or:.
p~ Office Address ~~v. J,;;o
,t/,:r IO.LIA10~~ lJ ~ 'A
Tel. No. ( ..to,) MS "?/60
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DRAWN BY, k'RISTI PA7TlERSO~
PLAT CI-IE'CI< e~ L.C.
FINAL CHECK BY,
JEFFERlSO'" CO, R'/GI-IT
OF WA V
CU;;?VE DATA
O/:t..,A R'A OIUSO LIEA/G,H p.c. STA,IOAt
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FOU^,O 3/4 H IRa^' PIP/!: seT 19~ TO
REPLAce EXISTINt; WOOD P06'T BY'
F.L.OICKI^,5'ON. HE ,,"OU^,O A 5'TATe
",,^,o Ii'EMAIN5' OF A P05'5'/~LE' B.T.
TilE 5'OUTII. NO OI<'IQINAL E VIOE'NCE
IN 1992.
I, RONALD L. NESARY, OF NORTHWt:STcR'N Tt:RRITOR/e5, INC.? A REGISTERED
LAND SURVIEY'OR IN AND I="OR Tl-lt: STATe OF' WA5'HINGToAJ AND REPReS'eAlTIAlG
..JEFFl:R5'OIJ COUNTY, DO HEReBY CC'RTIFY "T/-IAT TI-II5' MAP ACCURATE:L'Y'
Rl:PRESErAlTS' Tl-le LOCA,loAJ OF THe ErA5'l:MENT 1/11 SeCTION I, TOWNSHIP '27
/II01?T. _. __ ../!-f:lK:~../~1..J:EST, W.M., ..JcrrcR6'0N COU/I/'Y, WAS'I-IING'TOAl.
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HYDRAtlLXC PROJECT
DEPARTMENT Of fiSHERIES
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ November 1, 1995
(applicant should refer to this date in all correspondence)
PAGE 1 Of 5 PAGeS
~LAST NAME
Jefferson County
~ STREET OR RURAL ROUTE
PO Box 2070
por~TYTownsend
fiRST f181CONTACT PHONECS)
PUblic Works~ (360) 385-9160
12
Bogachiel River
~r;.TE 983 68ZIP
~~rl~;~ute River
RANGE(E-II) COUNTY
13W Jefferson
SECTION SW 01
TOI/NSHIP
27N
C:
DEPARTMENT Of fiSHER I ES
GeneraL Adninistratfon Bldg.
OLyupfe, Washington 98504
(206) 753-6650
[L]CONTROL &,~M!~ 6285-02
[L] I!J ~ ~lf. 0162
!ill 17
[IT] ~~d~E~6~~~~~~
Culvert
TIME LIMXTATXONS. [[] THIS PROJEC,T MAY BEGIN
. Immed~ately-prv 2
THIS APPROVAL IS TO BE AVAILABLE OIl THE Joe SITE AT ALL TIMES AND ITS PROVISIOHS fOLLOWED BY THE PERMITTEE AND llPERATOIl PERFOIlMING
~
SE!:JYI'ORTAliTJlENERAlJ'1lOl'JSIO/iSJl~
NOTE: This Hydraulic proiect Approval (HPAl is written for the replace-
ment of the South Sogach~el Road. This HPA also includes stream
restoration. It does not constitute an after-the-fact HPA for
work previously conducted below the ordinary high water line
(OHWL) without a valid HPA. nor does it rel~eve the permittee
from any legal responsibil~ties for that previously conducted
work. An HPA Hold Letter was issued on this application on
September 15, 1995.
1. In addition to the provisions listed below~ and except as modified
by this HPAi all work shall be accomr,lishea per plans and specifica-
tl.ons entit ed,"south Bogachiel Road' dated October 5 1995 and
submitted to WaShington Department of Fish and Wildli~e (WDFW) on
October 17L 1995. These plans reflect design criteria per Chapter
220-110 WA~. A copy of these plans shall be available on site
during construction.
2. ADDITIONAL TIMING LIMITATIONS: Work below the OHWL may begin
immcdiataly and shall be completed by September 15, 1996. This HPA
is valid until September 15, 1999 wh~ch ~ncludes an additional
revegetation periOd per Provisions 10, 11, and 21. Work shall only
occur within the above-referenced time limitations when the stream
is in a lOW-flow period and when a positive separation between the
stream and the work area can be maintained.
SEPA SUBSTANTIVE AUTHORITY: The followinq conditions are required
pursuant to substantive authority derived from SEPA (RCW 43.Z1C.060,
WAC 197-11-660) (CHAPTER 232-19-120 (5) (b)). These conditions I
I-Wf~CEI'TED
I
SEPAl MONS, Jefferson County June 19, 1995.
REGIONAL IIABIUlT IlANAGER . Chris 'Byrnes (360) 374-9506
PATROL. peterson 147 [P3]
APPLICANT. IIILOLIFE . READER. PATROL. liAS, MGR. . IIR A
NOV 03 1995
JEFF~RSUN COUNTY
PT.
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DEPARTMENT OF FISHERIES
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THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT
ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE
PERMITTEE AND OPERATOR PERFORMING THE WORK
THE PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR: FISH HABITAT WHICH RESULTS. FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE TO COMPLY WIT.H THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.100 ARE
SUBJECT TO ADDITIONAL RESTRICTIONS, CONDITIONS. OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION. THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34.04 RCW TO APPEAL SUCH
DECISIONS. ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75.20.130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES. ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT. .
APPEALS. GENERAL INPORMA110N
Ip YOU WISH TO APPEAL DENIAL OR CONDITIONS OP AN HPA, THI!RIl AREINPORMAL AND PORMAL APPEAL
PROcr.sses AVAlLABLI!.
A. . INI'ORMAL APPEALS: .
AN INPORMAL APPEAL (WAC 220.110.340) CONSISTS OP CONTACrINO THE REOIONAL HABITAT
MANAOER AND DISCUSSINO YOUR CONCP.RNS. MOI>'" PROBLEMS ARE RESOLVED AT THIS LEVEL, BUT IP
,.. NOT, YOU MAY EI.BVATE YOUR CONCERNS "0 THP. ClaBP OP THE HABITAT MANAOEMENT DIVISION IN
()I,YMPIA. THE HABITAT MANAOllMENT DIVISION CHlEP'S DECISION SHALL BE APPROVED OR
I'ISAPPROVBD BY nIB DIRECTOR OR DESIONBI!. II' YOU ARE NOT SA11SPlED WITH THE RESULTS OF THIS
o INI'ORMAL APPEAL, A FORMAL APPEAL MAY BE FILI!D.
o
B. FORMAl. APPEALS:
I) FOR A1.L CIVIL PENALTY APPEALS AND I'OR OTtDlR HPA APPEALS WHICH ARE NOT ASSOCIATED wiTH
IRRIOATION OR STOCK.WATERINO DIVERSIONS, A WRI1TEN APPHAL REOUEST MUST BE PILED WITH niB
DEPARTMI'!NT,THAT ISSUED OR DI!NII'!D niB APPROVAL OR LEVIED THE CIVIL PENALTY YOU ARE
APPlMUNO (WAC 220.110.350).
2) FOR APPEALS OP DENIAL OR CONDITIONS OP AN HPA ASSOCIATED WITH IRRlOA110N OR STOCK.
. WATERINO DIVERSIONS OTHER THAN CIVIL PENALTY APPEALS, A WRITTEN APPEAL REOUI!S1' MUST BE
l'II.IlD WITH THE HYDRAULIC APPEALS BOARD PER WAC %59.04. THE MAlUNO ADDRI!SS OF niB
APPP.ALS BOARD IS: ENVIRONMI!NTAL HEARINOS OPPlce, BUILDINO Two .ROWE SIX, LACEY,
WAslnNoToN 98504; TEI.CPHONE %06/459.63%7.
3) FAILURE TO APPEAL WITIDN 30 DAYS OF Tim DATE OF ACrION YOU ARE APPEALINO RESULTS IN
PURFBITURE OP ALL APPEAL RIOHTS. ' .
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APPROVAL
R.C.W. 75.20.100
R.C.W.75.20.103
~ November 1, 1995
(eppl icant should refer to this date in all correspondence)
PAGE~OF 3- PAGES
DEPARTMENT OF FISHERIES
General Adninistration Bldg.
Ol_fa, lIashington 98504
(206) 753-6650
DEPARTMENT OF FISHERIES
I1QlLAST NAME r:jjjlCONTACT PHONE(S)
~ Jefferson County Public Works~ (360) 385-9160
[gJIIATE'Bogachiel River
1lCONTROL NUMBER
.LJ 00-56285-02
@]IIRIA
20.0162
mitigation measures are related to the following impacts to fish life
identified in our response to the Mitigated DNS issued by Jefferson
County on August 3, 1993. .
a. Erosion/sedimentation;
b. Destabilization of earth flow material and mass wasting into
the Bogachiel Riverj and
c. Loss of large organ~c debris and litter to the stream channel.
3. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify
the Area Habitat BiOlogist (ARB} listed below by fax at (360)
374-9572 or mail at WDFW 551 T~llicum Lane, Forks WA 98331, of the
project start date and at the completion of each stage of the project
requiring inspection as specified below in provisions 7, 11, and 13,
and at tne completion of the final proiect to determine if additional
measures will be necessary to restore lish habitat that may have been
damaged as the result of any work previously conducted below the
OHWL without a valid HPA. These notifications shall be received by
the AHB at least three working days prior to the start of construc-
tion activities and at each stage of the project requiring inspec-
tion. The notification shall ~nclude the permittee's name, project
location, starting date for work, and the control number for this
HPA. The permittee shall set up an on-site meeting with the AHB
listed above to inspect each stage of the project as they are
completed and before any additional work occurs on any additional
stages of the project.
4. Existing shoreline vegetation including any trees outside the road
prism snall not be removed or disturbed.
5. Every effort shall be taken during all phases of this project to
ensure that sediment-laden water is not allowed to enter any stream.
This may require the use of straw bales, filter fabric, matting,
plastic sheeting, temporary sediment pondsi check dams of pea
gravel-filled burlap bags or other materia , and/or immediate
mulching of exposed areas.
6. Extreme care shall be taken to ensure that no petroleum products,
hydraulic fluid~ sediments, sediment-laden water, chemicals, or any
other toxic or aeleterious materials are allowed to enter or leach
into any stream.
RESTORATION OF THE ORIGINAL ROAD LOCATION:
7. This portion of the project shall be completed before any other
portion of the project may begin, includlng right of way timber
removal outside of the eXlsting road location. Upon completion of
the restoration of the original road location, the AHB shall be
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HYDRAUL:ICPROJECT
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ November 1, 1995
(appl icant should .refer to this date in all correspondence)
PAGE.:50F ~ PAGES
DEPARTMENT OF FISHERIES
DEPARTMENT OF FISHERIES
General Actninistration Bldg.
OL~i8. Washington 98504
(206) 753-6650
~LAST ~~Efferson County Public Works I!!IC(r;~0{H~'i~)_9160
lill\JATE~ogachiel River
"CONTROL NUMBER
.l..r 00-56285-02
~IIRIA
20.0162
notified as required in provision 3 above to arrange an inspection
of this portion of the project before any additional work on the
project shall occur.
The remaining road fill at the original road location shall be
recovered down to the original slope and removed to a suitable
disposal site. The remaining road prism shall be out-sloped to a
natural condition that will prevent the trapping of water in the
road ditch.
9. The culverts and fills associated with the original road location
shall be removed and the culverts and fill material shall be
removed to a suitable disposal site. The crossing sites shall be
restored to a pre-project condition.
10. Disturbance of the slope and any existing vegetation outside of the
original road location shall be limited eo tliat necessary to remove
the remaining road fill and restore the site to its natural
drainage. All disturbed areas ~Iithin the restored road location
shall be restored to pre-project configuration and protected from
erosion by the use of matting. Concurrent with this portion of the
project's completion, the slopes within the restored road location
shall be revegetated with nat1ve or other approved woody species.
Vegetative cuetings shall be planted at a maximum interval of three
feet (on center) and m~intained as necessary for three years to
ensure 80 percent surv1val.
CONSTRUCTION OF THE NEW ROAD LOCATION:
11. Alteration or disturbance of the vegetation within the road right
of way shall be limited to that necessary to construct the new road
10cat10n. Concurrent with excavation or disturbance, all disturbed
areas shall be protected from erosion using silt fences, matting,
vegetation or other means. Erosion and revegetation measures sliall
be inspected by the AHB as described above in provision 3 within one
week or the start of operations. Concurrent with the completion of
excavation, the banks shall be revegetated with native or other
approved woody species. Vegetative cuttings shall be planted at a
maximum interval of three feet (on center) and maintained as
necessary for three years to ensure 80 percent survival.
RESTORATION OF THE EXISTING ROAD LOCATION:
12. Concurrent with the opening for use of the new road location, the
existing road location shall be restored to a pre-project con-
dition per provisions 7 through 10 above.
13. Within one week of completion of the restoration of the existing
road location, the AHB shall be notified as ~equired in P~ovision 3
above to arrange an inspection of th s portion of the proJect.
8.
REV 10/16/88
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BYDRAULZC PROJECT
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ November 1, 1995
(applicant should refer Jp thfs date fn all correspondence)
PAGE40F~ PAGES
DEPARTMENT OF FISHERIES
General Achinistration Bldg.
Olyq>lo. lIashlngton 98504
(206) 153-6650
DEPARTMENT OF FISHERIES
IfOllAST NAME Ifll1CONTACT PHONE(S)
~ Jefferson County Public Works~ (360) 385-9160
Im~ATE~ogachiel River
l'CONTROL NUIlBER
.LJ 00-56285-02
[[JIlRIA
"
20.0162
CULVERT INSTALLATIONS: 'These culverts are proposed for installation in
locations where fish passage is not a concern.
14. The culverts shall be installed on the natural streambed. There
shall be no excavation of the streambed.
15.
The culverts shall be installed in the dry or in isolation from the
stream flow by the installation of a by-pass flume or culvert, or by
pumping the stream flow around the work area.
A temporary by-pass to divert flow around the work area shall be in
place prior to ~nitiation of other work in the wetted perimeter.
A sandbag revetment or similar device shall be installed at the
by-pass ~nlet to divert the entire flow through the by-pass.
The by-pass shall be of sufficient size to pass all flows and debris
for the duration of the project.
Upon completion of the project, all material used in the temporary
by-pass shall be removea from ~he site and the site returned to
pre-project or improved conditions.
If a pump is used the pump shall be large enough to pump the entire
stream around the work area. Once the pump is started, it shall
run continuously until the streambed ana bank in the work area is
restored. The pump discharge shall be placed downstream of the
sandbag dam into an area that will not create erosion.
Alteration or disturbance of the bank and bank vegetation shall be
limited to that necessary to construct the project. Concurrent
with culvert installation, all disturbed areas shall be protected
from erosion using matting vegetation or other means. Concurrent
with project completion, the banks shail be revegetated with native
or other approvea woody species. Vegetative cuttings shall be
planted at a maximum interval of three feet (on center) and
maintained as necessary for three years to ensure 80 percent
survival.
Wastewater from proiect activities and dewatering shall be routed
to an area outsiae the OHWL to allow removal of fine sediment and
other contaminants prior to being discharged to state waters.
There shall be no excavation, filling, or disposal of material below
the OHWL.
16.
17.
18.
19.
20.
21.
22.
23.
REV 10/16/88
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HYDRAULXC PROJBCT
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ November 1, 1995
(applicant ahould refer to thla date in all correapondenca)
PAGESOF...!- PAGES
DEPARTMENT OF FISHERIES
General Adnlnlatratlon Bldg.
OIYllPI.. Ua.hfngton 98504
(206) 753-6650
OEPA!lTMENT OF FISHERIES
~LAST NAME Ifli1CONTACT PHOIIECS)
Jefferson county Public Works~ (360) 385-9160
lmuATE~ogachiel River
20.0162
All waste material such as construction debris silt, excess dirt
or overburden resulting from this project shali b~ deposited above
the limits of flood water in an approved upland disposal site.
If high flow conditions that may cause siltation are encountered
during this project, work shall stop until the flow subsides.
The culverts shall be installed to maintain structural integrity to
the 100-year peak flow with consideration of the debris likely to
be encounterea.
Fills associated with the culvert installations shall be protected
from erosion to the 100-year peak flow.
The culverts shall be installed and maintained to avoid inlet
scouring and to prevent erosion of stream banks downstream of the
project. This shall include, but not be limited to, flumes to
reduce stream flow energy at the outlets of the culverts, and to
transport stream and roaa ditch flow off of unstable streambed
areas.
29. Approach material shall be structurally stable and be composed of
material that, if eroded into the stream, shall not be detrimental
to fish life.
30. The culverts shall consist of a single barrel.
LOCATION: South Bogachiel Road.
24.
25.
26.
27.
28.
og
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QUILEUTE FISHERIES
Quileute Indian Tribe
POST OFFICE BOX 187
LA PUSH, WASHINGTON 98350
TELEPHONE 206-374-6163
Extension 226 or 227
September 25, 1995
Jefferson COWlty Public Works
ATTENTION: Klara Fabrey
P.O. Box 2070
Port Townsend, Washington 91[;68
SUBJECT: Hydraulic Project on the South Bogachiel Road, WDFW SEPA Log Number
23470-03, WDFW Log Number 00-56285-01, WRIA 20.0162.
Dear Ms. Fabrey :
We have received correspondence from the Washington Department ofFish and Wildlife
(WDFW) regarding road construction on the South Bogachiel road. According to WDFW this
project is incomplete in plans and specifications. TIle Quileute Tribe is conccmed if this project
hils the potentia] to create additional turbidity and fine sediment. At this time fine sediment load
fTom the Bogachiel contributes twice the sediment of the Sol Duc into the main stem Quillayute.
It is because of this aud other water quality concems any project along or near the Bogachiel
Rivcr needs to be well designed. TIle Quileute Tribe has been monitoring water quality in the
Bogachiel since 1992a11d is concern with the amollnt of sediment load already associated with the
liver. Wild anadromous sahnonid mns in the Bogachiel have been at depressed levels, this may
be in part the result of habitat degradation fTom past land uses in the watershed. The Quileute
Tribe is concemed increases in sediment or other water quality parameters would thrther
adversely effect the wild salmonid populations. As eo-manger in the Quillayute wlltershed we
would like to see tht: spc\.:ifications of your project.
Tribe's in Washington State are recoguized by state and federal govenUl1ents as sovereign
govemments IInd as co-managers of our Usullland Accustomed (UM's) fishing and hunting
IIreas. 'nle Bogachiel druinage is part ofthc Quileute lJ&A. It is our hope that you contact us in
the Ihture about county projects which effect ollr U&A. l11e Quileute Trihe has a Natural
Resourccs Department which is stalled with fishery and environmental specialist, so please do
not hesitate to contact liS lit;
Wnler/Envil'Onlllcntal Rcsourccs
Quilcutc Nllturlll Resources Departmcnt
P.O. Aox 187
LII !lush, WII 9R350 I (360) 374-5695
RECtnVED
SEP 2 6 1995
JEFFEASUN COUNTY
PUBLIC WORKS DEPT,
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CC:
Mel Moon
Steve Meadows
Chris Byrnes (WDFW)
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STATE OF WASHINGTON
DEPARTMENT OF FISH AND WILDLIFE
North Coastal Field Station: 551 Tillicum Lane' Forks. Washington 98331 . (380) 37 .
September 15, 1995
SEP 18 1995
JEFFERSOi'l COUNTY
PUBLIC WORKS DEPT.
Jefferson County Public Works
ATTENTION: Klara Fabrey
P.O. Box 2070
Port Townsend, Washington 98368
SUBJECT: Hydraulic Project Application - Culvert Installation,
Road Construction, Replacement and Realignment of the
South Bogachiel Road Bogachiel River and Unnamed
Tributaries to the Bogachiel River, Southwest 1/4 of
Section 01, Township 27 North, Range 13 West, Jefferson
County, WDFW SEPA Log Number 23470-03, WDFW Log Number
00-56285-01, WRIA 20.0162.
Dear Ms. Fabrey:
The Washington Department of Fish and wildlife received the above-
referenced Hydraulic Project Application on August 21, 1995, but as
explained to you during our September 12, 1995 meeting, we are
unable to complete processing at this time for the following
reason:
Incomplete plans and specifications.
The plans and specifications provided to date, are insufficient to
allow WDFW to evaluate your proposal for the protection of fish
life.
On June 22, 1993 WDFW provided comments on the pending Threshold
Determination for the above referenced proposal (enclosed). WDFW
informed you that you shall be required to obtain an Hydraulic
Project Approval (HPA) for the above referenced propo~al to address
stormwater management, erosion control, stream culvert crossings
and water quality on the Bogachiel River and the unnamed
tributaries to the Bogachiel River.
On August 16, 1993, WDFW provided additional comments during the
SEPA process (enclosed), where concerns for the proposed new road
location were identified. Also identified was the concern for
drainage design that would eliminate any contribution to slope
instability through the concentration of natural drainage within
the road prism and stream channels. An additional concern was for
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," "';'1;~-.'~' ;~',t:he::'f~~,te~4fi i:oad material at the old road locations, and returning
t.; " ;, I'tFie'~ pbrc~on :of the slope in the old road prisms to a natural
drainage pattern.
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\ On Nove~er ~p, 1993, WDFW again provided comment on our concerns
\. . foZ;. t,his proposal (enclosed). To date WDFW has not received any
v I J, 'respo.nse fr9ffi! Jefferson County to the concerns identified in our
__ ..th:r.E!~' ~pievi6us let ters .
Specifically, WDFW needs design specifications that show the
proposed new road location in relation to the slide area adjacent
to the Bogachiel River, and all its tributary channels. The
proposed new road location in relation to the old road location,
and existing road location. All culvert installations, ditch flow,
and where the ditch flow will be routed. Plans that show the
restoration of the old road locations, removal of culverts and road
material no longer required, and the restoration of as natural a
drainage pattern as possible. Erosion control plans should focus
on erosion problems outside the stream channels. In channel
erosion will be conditioned with provisions on the HPA.
WDFW needs these plans and specifications to be evaluated by a
qualified geologist\geomorphologist to determine their adequacy to
protect the unstable slope at the proposed new road location, and
the old road locations.
If you have any questions regarding the status of your application
please contact me in Forks at (360) 374-9506.
We appreciate your cooperation in our efforts to protect,
perpetuate, and manage the fishery resources of the State of
Washington.
Sincerely, ~
~..;
Chris Byrnes
Area Habitat Biologist
Habitat Program
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cc: Ron Barns, Quileute Tribe
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STATE OF WASHINGTON
DEPARTMENT OF FISHERIES
Post Office Box 43135 . Olympia, Washing/on 98504-3135 . (206) 902.2200 . SCAN 902-2200 . TDD 902-2207
June 22, 1993
Jefferson county Department of Public Works
ATTENTION: Robert G. Nesbitt, P.E., county Engineer
Post Office Box 1220
Port Townsend, Washington 98368
SUBJECT: Pending BSPA Thresho1d Determination Review comments,
Replacement and Realignment of the South Bogachiel
Road - Bogachiel River and Unnamed Tributaries to the
Bogachiel River, Government Lot 1, and the Southeast
1/4 of the Southeast 1/4 of section 01, Township 27
North, Range 13 west, Jefferson county, WDP SEPA Log
No. 23470, WRXA 20.0162
Dear Mr. Nesbitt:
Washington Department of Fisheries (WDF) reviewed the above-
referenced pending Threshold Determination and has the following
comments.
A Hydraulic project Approval (HPA) will be required for the South
Bogachiel Road project for stormwater treatment, erosion control,
stream culvert crossings, and water quality on the Bogachiel
River and the unnamed tributaries to the Bogachiel River. An
application for an HPA can be obtained at the address above or
from our regional office in Forks, Rural Route 1, Box 1374,
Forks, Washington 98331, (206) 374-9506. A site inspection will
be required to address the culvert inst~llations.
Acceptable methods for the treatment of stormwater can be found
in the Puget Sound Water Quality Authority, stormwater Management
Manual for the Puget Sound Bas!n and Washington Department of
Fisheries Draft Stormwater Guidelines, November 1, 1990 (copy
attached). Additional help can be obtained through Washington
Department of Ecology by contacting Helen Pressley at (206)
438-7089, or Melany Lee at (206) 438-7050. Methods for erosion
control ar.e also contained in the Sto~mwater Management Manual
for the puget Sound Basin.
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Page 2
Additional concerns relating to the proposal are: (1) the amount
of fill proposed for placement on the unstable slope, (2) the
fate of fill already in place at the old road location, (3) the
location for the proposed new road alignment that does not appear
to avoid the area of slope instability, (4) the effect of the
road placement on the unstable slope, and (5) slope hydrology.
If you have any questions regarding these comments, please
contact Chris Byrnes, Regional Habitat Manager, at (206)
374-9506.
We appreciate your cooperation in our efforts to protect,
perpetuate, and manage the fish resources of the state of
Washington.
Sincerely,
/dl.~'- l{ud:1na4~
Gayle Kreitman
Regional Supervisor, Freshw~ter Permits
Habitat Management Division
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STATE OF WASHINGTON
DEPARTMENT OF FISHERIES
Post Office 80x 43135 . Olympia, Washington 98504-3135 . (2061902-2200 . SCAN 902-2200 . TDD 902.2207
August 16, 1993
Jefferson County Planning and Building Department
ATTENTION: Craig R. Ward, Director
Post Office Box 1220
Port Townsend, Wash~ngton 98368
SUBJECT: Mitigated Determdnation of Non-Significance and Lead Agency
Status - Replacement and Realignment of the South Bogachiel
Road - Bogachiel River and Unnamed Tributaries to the
Bogachiel River, Government Lot 1, Southeast 1/4 of the
Southeast 1/4 of Section 01, Township 27 North, Range 13
West, Jefferson County, WDP' SEPA Log NWllber 23470-02, WRIA
20.0162
Dear Mr. Ward:
On June 22, 1993 the Washington Department of Fisheries (WOF)
provided comments on the pending Threshold Determination for the
above-referenced proposal. Our comments and concerns have not
changed.
Acceptable methods for the stormwater management ,can be found in the
puget Sound Water Quality Aut~ority, Stormwater Management Manual for
the puget Sound Basin and the WOF Draft Stormwater Guidelines,
November 1, 1990. A copy of the WDF Guidelines was provided with the
June 22, 1993 letter. Additional help can be obtained .through the
Washington Department of Ecology by contacting Helen Pressley at 206
438-7089, or Melany Lee at 206 438-7050. Methods for erosion control
are also contained in the Stormwater Management Manual for the puget
Sound Basin.
A Hydraulic Project Approval (HPA) will be required for the above-
referenced proposal to address stormwater treatment, erosion control,
stream culvert crossings and water quality on the Bogachiel River and
the unnamed tributaries to the Bogachiel River. An application for
an HPA can be obtained from either the address above or from our
regional office in Forks, Rural Route 1, Box 1374, Forks, Washington
98331, (206) 374-9506. A site inspection will be required to address
the culvert installations.
We continue to have concerns relating to the road portion of the
proposal, including location of the new road alignment. The
interaction of a poor road location, naturally unstable slope
conditions and the erosion of the Bogachiel River have contributed to
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Page 2
August 1.6, 1.993
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a condition that has been detrimental to water quality and aquatic
resources for years. The continued, inadequate drainage and
additional weight to the slope from road material, along with the
removal of the timber from the slope, have exacerbated the problem.
Until the road i~ moved to a location outside the area of natural
instability, continued problems with road and slope material sliding
into the Bogachiel River will occur. Natural d~ainage moving over
the impervious blue clay and intercepted by the road prism will
continue to exacerbate slope failure. The additional weight placed
on the slope from fill in the road prism will also add to the slope
failure problem. Locating the road outside the area of slope
instability can eliminate or at least reduce these problems.
The slope fill in the original road alignment location remains a
failu~e problem. The fill at the temporary road alignment will
beCOll.e a problem in the near future. This material should be removed
and the slope returned to as natural condition as possible. Drainage
at both the original and temporary road alignments is inadequate to
protect slope stability. Drainage at both sites needs to be returned
to as natural a condition as possible. The ,effect of the road
placement and drainage on the unstable slope, as well as slope
hydrology, must be adequately addressed.
If YOu,~' any questions regarding these comm,ents, please contact
Chris~' es, Regional Habitat Manager, at (206) 374-9506.
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We appreciate your cooperation in our efforts to protect, perpetuate,
and manage the fishery resources of the State of Washington.
Sincerely,
~~ f.{v.-l.:iill..'l-.'V
Gayle Kreitman
Regional Supervisor, Freshwater Permits
Habitat Management Division
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ROSERT TURNER
-\cting Director
STATE OF WASHINGTON
DEPARTi',1ENT OF FISHERIES
1 r r r Washington Street S.E.. P.O. 80' ~3135 . Olympia. Washington 9850~-3135 . (2061902.2200 . (SCAN! 90:,'::'.:"
November 16, 1993
Jefferson County Planning and Building Department
ATTENTION: Craig R. Ward, Director
Post Office Box 1220
Port Townsend, Washington 98368
SUBJECT: Results of Field and Office Meetings For the Mitigated
Determination of Non-Significance - Replacement and
Realignment of the South Bogachiel Road - Bogachiel River
and Unnamed Tributaries to the Bogachiel River, Government
Lot 1, Southeast 1/4 of the Southeast 1/4 of Section 01,
Township 27 North, Range 13 West, Jefferson County, WDF
SEPA Log Number 23470-03, WRXA 20.0162
Dear Mr. Ward:
On June 22, 1993 the Washington Department of Fisheries (WOF)
provided comments on the pending Threshold Determination for the
above-referenced proposal. WDF informed you that you shall be
required to obtain a Hydraulic Project Approval (HPA) for the project
to address stormwater management, erosion control, stream culvert
crossings and water quality on the Bogachie1River and the unnamed
tributaries to the Bogachie1 River. An application for an HPA can be
obtained at the address above or from our regional office in Forks at
Rural Route 1, Box 1374, Forks, Washington 98331 (206-374-9506).
Acceptable methods for stormwater management can be found in the
puget Sound Water Quality Authority, Stormwater Management Manual for
the puget sound Basin and the ~ashington Department of Fisheries
Draft Stormwater Guidelines, November 1, 1990. Additional help can
be obtained through the Washington Department of Ecology by
contacting Helen Pressley at (206) 438-7089 or Melany Lee at (206)
438-7050, Methods for erosion control are also contained in the
Stormwater Management Manual for the puget Sound Basin.
A site inspection was held on September 21, 1993
Bruce Laurie, and Bomik Khombata of your staff.
was held at the Olympic Region of the Washington
Natural Resources (DNR) on November 10, 1993 and
Nezbit.
with Bob Nezbit,
An office meeting
Department of
was attended by Bob
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Page 2
November 16, 1993
At the September 21, 1993 field meeting your staff indicated that
they had not yet obtained right-of-way through a private parcel for
the proposed road realignment. If this right-of-way could not be
obtained changes to the proposal might have to occur.
WDF was able to elaborate on the concerns relating to the proposal
that were outlined in our June 22 comments. Concerns include the
instablility of the slope, fill materi.al and the location of the new
road alignment. Until the road is moved to a location outside the
area of natural instability, problems with road and slope material
sliding into the Bogachiel River will continue. Natural drainage
moving over the impervious blue clay, intercepted by the road prism,
will continue to exacerbate slope failure. The additional weight
placed on the slope from road prism fill will also add to the slope
failure problem. Only by locating the road outside the area of slope
instability can these problems be avoided. The existing slope fill
in the location of the original road alignment continues to
contribute to slope failure. The fill at the temporary road
alignment will become a similar problem in the near future. All this
fill material should be removed and the slope returned to as natural
condition as possible. Drainage at both the original and temporary
road alignments is inadequate to protect slope stability. Drainage
at both sites should be returned to as natural a condition as
possible. Only by adequately addressing the effect of the road
placement and drainage on the unstable slope and slope hydrology can
a successful project be designed.
Another concern identified by WOF during the September 21 meeting was
the large debris pile in the Bogachiel River channel upstream of the
project site. This debris pile is directing river flow against the
toe of the slide area and is contributing to additional slope
movement to the east of the present slide. This additional movement
will add to the size of the present slide area. Your staff indicated
that there were no resources to address this problem.
At the November 10, 1993 meeting at the Olympic Region DNR, WOF again
reiterated these same concerns. Subsequent to the office meeting, a
site review was held, Bob Nezbit was unable to accompany the group
to the site, This review identified significant new movement of
material at the original road site, The original road site has
serious drainage problems that continue to impact water quality and
fish habitat in the adjacent Bogachiel River. The new road alignment
has also had recent large movements of road material and native
material in the road prism, even though no recent major storm events
occurred and water levels remained very low and an undisturbed stand
of timber exists between the new road location and the slide area
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Page 3
November 16, 1993
downslope. This slide activity at the new road location on a hill
slope previously unaffected by slide activity below that location is
a strong indication that placement of road material on the slope is a
major contributing factor to the slide activation.
The interaction of a poor road location, naturally unstable slope
conditions and the erosion of the Bogachiel River contributed to a
condition that has been detrimental to water quality and aquatic
resources for years. The continued inadequate drainage and addition
of weight to the slope by the placement of road material, along with
the removal of timber from the slope, has exacerbated the problem.
To eliminate negative impacts to the Bogachiel River and construct a
successful project the following mitigative features should be
incorporated into the project. First the road should be relocated
outside the area of natural instability. The new road construction
should incorporate features that will to the greatest extent possible
mimic the natural drainage of the slope. At the old road and new
temporary road locations as much of the road material as possible
should be removed from the slope to reduce weight on the slope. To
prevent water from contributing to additional slope movement,
drainage should be returned to as natural a condition as possible.
Both the old and temporary road locations should be vegetated to
promote timber on the slope ove= the long term, and prevent surface
erosion for the short term. Additional measures may be necessary,
such as repositioning debris at the toe of the slope, to fully
mitigate impacts,
As of November 16, 1993, WDF has had no.,response from Jefferson
County as to the concerns and suggested(, mitigation outlined in our
responses to this prpposal. If you have any questions regarding
these comments, please contact Chris ~rnes, Regional Habitat
Manager, at (206) 374-9506, / ", '.. :,'. . ,
We appreciace your cooperation in our efforts to protect, perpetuate,
and manage the fishery resources of the State. of Washington.
Sincerely,
~~~
Gayle Kreitman
Regional Supervisor, Freshwater Permits
Habitat Management Division
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cc: Bob Nezbit, Jefferson County Plannig and Building Department
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JEFFERSON COUNTY COURTHOUSE
NAnON....L HISTORIC SITE
PORT TOWNSEND. WASHINGTON
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Jefferson County
Board of County Commissioners
P.O. Box 1220
Port Townsend. WashIngton 98368
Phone (360) 385-9100 . 1.a00.831-267B' Fax (360) 3115-9382
ROBERT H. HINTON, DISTRICT 1 GLEN HUNTlNGFORD, DISTRICT 2
RICHARD E. WOJT. DISTRICT 3
June 19, 1995
Bob Nesbitt, ~U~~~QJ::'" Engineer atJ
David Goldsmith, Deputy Director of Public Services
Acting SEP A Responsible Official
Mitigated DNS, South Bogachiel Road
TO:
FROM:
RE:
Per your request, I have reviewed the MDNS for the South Bogachiel Road. I find the
project, environmental review and mitigation applied, meet all the substantive and
procedural requirements of the State Environmental Policy Act. The MDNS remains valid
for the project described.
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October 13, 1995
Mr. Chris J. Byrnes
Department of Fisheries & Wildlife
RR 1 Box 1374
Forks, W A 98331
Dear Chris,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(360) 385-9160
Enclosed is the plan sheet that you requested from our Director of Public Works. As you
see, Klara has stamped and signed the plan sheet.
If you have any quesllons, please feel free to call me at 360-385-9173.
Sincerely,
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Robert G. NesbItt, P.E.
RGN:c1
Enclosure
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HYDRAULIC PROJECT
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(R.C.W. 75.20, '03)
DEPARTMENT OF FISHERIES
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(206) 753.5597
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AU G 11 1994
JEFFERSON COUNTY
t)U8UC \!I,,:>q~.~S OFPT
JENNIFER M, BELCHER
Commissioner of Public Lands
KALEEN COTTINGHAM
Supervisor
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WASHINGTON STATE DEPARTMENTOF
Natural Resources
January 3,
1994
MEMORANDUM
TO:
Wayne Ratcliff
Olympic Region
FROM:
Ken Schlichte
/-.2CJ~ - ;;"'c.~- /:1';7?
Forest Land Management Division
SUBJECT:
County Road Failure site Along The Bogachiel River
On December 15 we participated in an ID Team inspection of three
application sites adjacent to the.county road failure on the south
bank of the Bogachiel River in Sec. 1, T27N, R13W. A major purpose
of this inspection was to determine if the activities on each
application site were likely to increase the potential for
additional slope failure activity along the Bogachiel River. In
summary, we found that:
1. The proposed activities on the DNR blow down timber sale
site are unlikely to have a significant effect on slope failure
potential.
2. The proposed activities on the Williams site are unlikely
to have a significant effect on slope failure potential or water
quality if these activities occur during a dry soil period and
roads are waterbarred if rain occurs and/or after harvest
activities are completed.
3. . High groundwater concentrations have contributed to the
high level of slope failure activity on this site. Road design,
construction and maintenance activities which minimize increases
in groundwater concentrations will be necessary in order to avoid
increasing the slope failure potential.
We found an area of current slump-earthflow activity between the
failed county road segment and the Bogachiel River. Upslope, the
hummocky topography and tension cracks on portions of the three
application sites are evidence of older creep and deep-seated
slump-earthflow activity. Aerial photos suggest that the slope
below the failed portion of the county road began to be undercut
by the Bogachiel River following a major shift in the river channel
between 1971 and 1981. This undercutting has been a major factor
contributing to the destabilization of this site and the current
slump-earthflow activity.
The slump-earth flow activity has also been favored by the presence
of several layers where groundwater is concentrated. The layers
in which groundwater is concentrated appear to be associated with
the "blue clay" strata now exposed at several locations between the
failed road and the river. These clay strata have a high potential
"11 WASHINGTON ST SE I PO BOX 47000 I OLYMPIA, WA 9BS04.7000
Equal Opportunity/Affirmative Action Employer
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for accelerated deformation and ultimate failure in the presence
of excess groundwater. During the 1980's a large clearcut harvest
unit reduced potential evapotranspiration along the ridge above the
county road and is, therefore, likely to have increased the
groundwater concentrations on, this site. The increased potential
for slump-earthflow activity associated with increased groundwater
concentrations makes this an important consideration in dealing
with each of the three applications.
The proposed DNR blow down sale is unlikely to have a significant
impact on groundwater or slope failure potential. The harvest will
have no significant effect on evapotranspiration because only blow
down timber will be harvested and standing timber will remain. We
agreed that the proposed harvest and road construction activities
will occur only during dry soil periods and that, following
harvest, the temporary road will be put to bed and waterbarred to
disperse surface flow.
The proposed harvest activity on the Williams site is not directly
upslope from the current slump-earthflow activity and is,
therefore, unlikely to have a significant effect on its groundwater
concentrations or failure potential. We agreed that the proposed
harvest and road construction activities will occur only during dry
soil periods and that equipment will be kept on site to quickly
waterbar the road to disperse the surface flow away from the creek
in case of rain. FOllowing harvest, the road will be waterbarred.
'The proposed upslope relocation of the county road is unlikely to
significantly increase the slope failure potential if the road
design, construction and maintenance activities are carried out to
minimize increases in groundwater concentration. Increases in
groundwater concentration could be minimized with a road drainage
system design in which the surface drainage water is collected and
effectively transported off the failure area to safe, stable
disposal sites using a combination of ditches, flumes, etc.
Earl Wells of the Jefferson County Road Dept. indicated that the
relocated road is likely to be ins loped to collect surface drainage
in the ditch, To be most effective, this ditch system along the
new road would have no cross drain culverts unless their water was
transported off the failure site using a flume or other system
which could transport the water to a safe disposal site. Frequent
monitoring and maintenance of the ditches, flumes, etc. in the road
drainage system will be necessary to guarantee their effectiveness.
Pools of water have collected along portions of the old abandoned
county road. outsloping the old road to drain these pools will
reduce the failure potential along this slope. PUlling the
culverts along the old road will eliminate the potential for
plugged culverts and associated slope failure problems.
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:. JEFFERSON COUNTY
PLANNINr, /I. RIIII rl/NG DEPT,
NOV I 9 1993
ROBERT TURNER
Acting Director
STATE OF WASHINGTON
DEPARTMENT OF FISHERIES
11 I 1 Washing/on Street S.E., P.O. Box 43135 . Olympia, Washington 98504-3/35 .
IZRPe-ecrV1:n
November 16, 1993
NOV 22 1993
Jefferson County Planning and Building
ATTENTION: Craig R. Ward, Director
Post Office Box 1220
Port Townsend, Washington 98368
JEFFEH;:,UI',; G0UNTY
PUBLIC WORKS DEPT.
Department '
SUBJECT: Results of Field and Office Meetings For the Mitigated
Determination of Non-Significance - Replacement and
Realignment of the South Bogachiel Road - Bogachiel River
and Unnamed Tributaries to the Bogachiel River, Government
Lot 1, Southeast 1/4 of the Southeast 1/4 of Section 01,
Township 27 North, Range 13 West, Jefferson County, WDF
SEPA Log Number 23470-03, WRIA 20.0162
Dear Mr. Ward:
On June 22, 1993 the Washington Department of Fisheries (WDF)
provided comments on the pending Threshold Determination for the
above-referenced proposal. WDF informed you that you shall be
required to obtain a Hydraulic Project Approval (HPA) for the project
to address stormwater management, erosion control, stream culvert
crossings and water quality on the Bogachiel River and the unnamed
tributaries to the Bogachiel River, An application for an HPA can be
obtained at the address above or from our regional office in Forks at
Rural Route 1, Box 1374, Forks, Washington 98331 (206-374-9506).
Acceptable methods for stormwater management can be found in the
puget Sound Water Quality Authority, Stormwater Management Manual for
the puget Sound Basin and the Washington Department of Fisheries
Draft Stormwater Guidelines, November 1, 1990. Additional help can
be obtained through the Washington Department of Ecology by
contacting Helen Pressley at (206) 438-7089 or Melany Lee at (206)
438-7050. Methods for erosion control are also contained in the
Stormwater Management Manual for the puget Sound Basin.
A site inspection was held on September 21, 1993
Bruce Laurie, and Bomik Khombata of your staff.
was held at the Olympic Region of the Washington
Natural Resources (DNR) on November 10, 1993 and
Nezbit.
with Bob .~~-!l.B.it,
An office meeting
Department of
was attended by Bob
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Page 2
November 16, 1993
At the September 21, 1993 field meeting your staff indicated that
they had not yet obtained right-of-way through..a private parcel for
the proposed road realignment. If this right-of-way could not be
obtained changes to the proposal might have to occur.
WDF was able to elaborate on the concerns relating to the proposal
that were outlined in our June 22 comments. Concerns include the
instablility of the slope, fill material and the location of the new
road alignment. Until the road is moved to a location outside the
area of natural instability, problems with road and slope material
sliding into the Bogachiel River will continue. Natural drainage
moving over the impervious blue clay, intercepted by the road prism,
will continue to exacerbate slope failure. The additional weight
placed on the slope from road prism fill will also add to the slope
failure problem. Only by locating the road outside the area of slope
instability can these problems be avoided. The existing slope fill
in the location of the original road alignment continues to
contribute to slope failure. The fill at the temporary road
alignment will become a similar problem in the near future. All this
fill material should be removed and the slope returned to as natural
condition as possible. Drainage at both the original and temporary
road alignments is inadequate to protect slope stability. Drainage
at both sites should be returned to as natural a condition as
possible. Only by adequately addressing the effect of the road
placement and drainage on the unstable slope and slope hydrology ca,n
a successful project be designed,
Another concern identified by WOF during the September 21 meeting was
the large debris pile in the Bogachiel River channel upstream of the
project site. This debris pile is directing river flow against the
toe of the slide area and is contributing to additional slope
movement to the east of the present slide. This additional movement
will add to the size of the present slide area, Your staff indicated
that there were no resources to address this problem,
At the November 10, 1993 meeting at the Olympic Region ONR, WDF again
reiterated these same concerns, Subsequent to the office meeting, a
site review was held, Bob Nezbit was unable to accompany the group
to the site, This review identified significant new movement of
material at the original road site, The original road site has
serious drainage problems that continue to impact water quality and
fish habitat in the adjacent Bognchiel River. The new road alignment
has also had recent lerge movements of road material and native
material in the road prism, even though no recent major storm events
occurred and water levels remained very low and an undisturbed stand
of timber exists between the new road location and the slide area
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Page 3
November 16, 1993
downslope. This slide activity at the new road location on a hill
slope previously unaffected by slide activity below that location is
a strong indication that placement of road material on the slope is a
major contributing factor to the slide activation.
The interaction of a poor road location, naturally unstable slope
conditions and the erosion of the Bogachiel River contributed to a
condition that has been detrimental to water quality and aquatic
resources for years. The continued inadequate drainage and addition
of weight to the slope by the placement of road material, along with
the removal of timber from the slope, has exacerbated the problem.
To eliminate negative impacts to the Bogachiel River and construct a
successful project the following mitigative features should be
incorporated into the project. First the road should be relocated
outside the area of natural instability. The new road construction
should incorporate features that will to the greatest extent possible
mimic the natural drainage of the slope. At the old road and new
temporary road locations as much of the road material as possible
should be removed from the slope to reduce weight on the slope. To
prevent water from contributing to additional slope movement,
drainage should be returned to as natural a condition as possible,
Both the old and temporary road locations should be vegetated to
promote timber on the slope over the long term, and prevent surface
erosion for the short term. Additional measures may be necessary,
such as repositioning debris at the toe of the slope, to fully
mitigate impacts.
As of November 16, 1993, WDF has had no response from Jefferson
County as to the concerns and suggested mitigation outlined in our
responses to this proposal. If you have any questions regarding
these comments, please contact Chris Byrnes, Regional Habitat
Manager, at (206) 374-9506.
We appreciate your cooperation in our efforts to protect, perpetuate,
and manage the fishery resources of the State of Washington,
Sincerely,
~~-C~
Gayle Kreitman
Regional Supervisor, Freshwater Permits
Habitat Management Division
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ce: Bob Nezbit, Jefferson County Plannig and Building Department
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JEFFERSON COtNJ,
PLAt"'JING ,0. RIIII DI~J(: !lri"
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STATE OF WASHING'rON
DEPARTMENT OF FISHERIES
Post Office Box 43135 . Otympia, Washington 98504-3135 . (206) 902.2200 . SCAN 902.2200 . TDO 902.2207
August 16, 1993
*- .....~.
Jefferson County Planning and Building
ATTENTION: Craig R. Ward, Director
Post Office Box 1220
Port Townsend, Washington 98368
AUG 26 1993
Department IEFFI::H;;,v.. CC
....., 1(" ,^,ro-
SUBJECT: Mitigated Determination of Non-Significance and Lead Agency
Status - Replacement and Realignment of the South Bogachie1
Road - Bogachiel River and Unnamed Tributaries to the
Bogachiel River, Government Lot 1, Southeast 1/4 of the
Southeast 1/4 of Section 01, Township 27 North, Range 13
West, Jefferson County, WDF SEPA Log Number 23470-02, WRIA
20.0162
Dear Mr, Ward:
On June 22, 1993 the Washington Department of Fisheries (WDF)
provided comments on the pending Threshold Determination for the
above-referenced proposal, Our comments and concerns have not
changed.
Acceptable methods for the stormwater management can be found in the
Puget Sound Water Quality Authority, Stormwater Management Manual for
the Puget Sound Basin and the WDF Draft Stormwater Guidelines,
November I, 1990. A copy of the WOF Guidelines was provided with the
June 22, 1993 letter, Additional help can be obtained through the
Washington Department of Ecology by contacting Helen Pressley at 206
438-7089, or Melany Lee at 206 438-7050, Methods for erosion control
are also contained in the Stormwater Management Manual for the puget
Sound Basin.
A Hydraulic Project Approval (HPA) will be required for the above-
referenced proposal to address stormwater treatment, erosion control,
stream culvert crossings and water quality on the Bogachiel River and
the unnamed tributaries to the Bogachiel River, An application for
an HPA can be obtained from either the address above or from our
regional office in Forks, Rural Route 1, Box,1374, Forks, Washington
98331, (206) 374-9506. A site inspection will be required to address
the culvert installations,
We continue to have concerns relating to the road portion of the
proposal, including location of the new road ali.gnment, The
interaction of a poor road location, naturally unstable slope
conditions and the erosion of the Bogachiel River have contributed to
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Page 2
August 16, 1993
a condition that has been detrimental to water quality and aquatic
resources for years. The continued, inadequate drainage and
additional weight to the slope from road material, along with the
removal of the timber from the slope, have exacerbated the problem.
Until the road is moved to a location outside the area of natural
instability, continued problems with road and slope material sliding
into the Bogachiel River will occur. Natural drainage moving over
the impervious blue clay and intercepted by the road prism will
continue to exacerbate slope failure. The additional weight placed
on the slope from fill in the road prism will also add to the slope
failure problem. Locating the road outside the area of slope
instability can eliminate or at least reduce these problems.
The slope fill in the original road alignment location remains a
failure problem. The fill at the temporary road alignment will
become a problem in the near future, This material should be removed
and the slope returned to as natural condition as possible, Drainage
at both the original and temporary road alignments is inadequate to
protect slope stability. Drainage at both sites needs to be returned
to as natural a condition as possible. The effect of the road
placement and drainage on the unstable slope, as well as slope
hydrology, must be adequately addressed.
If you have any questions regarding these comments, please contact
Chris Byrnes, Regional Habitat Manager, at (206) 374-9506. .
We appreciate your cooperation in our efforts to protect, perpetuate,
and manage the fishery resources of the State of Washington,
Sincerely,
.Jt~ Kv.-dma4\./
Gayle Kreitman
Regional Supervisor, Freshwater Permits
Habitat Management Division
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JEFFERSON COUNTY COURTHOUSE
JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P. O. Box 1220
Port Thwnsend, Washington 98368
Planning (206) 385.9140
Building (206) 385-9141
FAX (206) 385.9357
Craig Ward, Director
HBHORANDUX
Robert Nesbit, County Engineer
Jefferson County Public Works Departme~~
James W. Pearson, Associate Plann~
June 23, 1993
Environmental review for South Bogachiel River Road
realignment
:I have reviewed the environmental checklist for the referenced
proposal and have the following comments:
* The proposal constitutes substantial development within the
shoreline jurisdiction. It is exempt from the shoreline substantial
development permit review process as normal maintenance and repair
of an existing lawful structure (Master Program Section 3.402 (6)).
Prior to conducting work on the project, the Public Works
Department should apply for and be issued a shoreline substantial
development permit exemption. Please contact Michelle Wood of this
department at 379-4457.
* The proposal will require review under the policies and
performance standards of the following sections of the Shoreline
Master program: 3.40 Exemptions; 4.103 conservancy; 4.30 Shorelines
of State-wide Significance; and 5.190 Transportation Facilities.
To:
From:
Date:
Re:
c: Michelle Wood
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STATE OF WASHINGTON
DEPARTMENT OF FISHERIES
Post Office 80x 43135 . Olympia, W,lShinglon 98504-3135 . (2061 902-2200 .
June 22, 1993
Jefferson county Department of Public Works
ATTENTION: Robert G. Nesbitt, P.E., County Engineer
Post Cffice Box 1220
Port Townsend, Washington 98368
SUBJECT: pending SEPA Threshold Determination Review comments,
Replacement and Realignment o~ the South Bogachie1
Road - Bogachie1 River and Unnamed Tributaries to the
Bogachie1 River, Government Lot 1, and the Southeast
1/4 o~ the Southeast 1/4 of section 01, Township 27
North, Range 13 west, Jefferson COI1.-,ty, WDIi' SEPA Log
No. 23470, WRIA 20.0162
Dear Mr. Nesbitt:
Washington Department of Fisheries (WDF) reviewed the above-
referenced pending Threshold Determination and has the following
comments.
A Hydraulic Project Approval (HPA) will be required for the South
Bogachiel Road project for stormwater treatment, erosion control,
stream culvert crossings, and water quality on the Bogachiel
River and the unnamed tributaries to the Bogachiel River. An
application for an HPA can be obtained at the address above or
from our regional office in Forks, Rural Route 1, Box 1374,
Forks, Washington 98331, (206) 374-9506. A site inspection will
be required to address the culvert installations.
Acceptable methods for the treatment of stormwater can be found
in the puget Sound Water Quality Authority, Stormwater Management
Manual for the Puget Sound Basin and Washingto~ Department of
Fisheries Draft Stormwater Guidelines, November 1, 1990 (copy
attached). Additional help can be obtained through Washington
Department of Ecology by contacting Helen Pressley at (206)
438-7089, or Melany Lee at (206) 438-7050. Methods for erosion
control are also contained in the stormwater Management Manual
for the puget Sound Basin.
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June 22, 1993
Page 2
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Additional concerns relating to the proposal are: (1) the amount
of fill proposed for placement on the unstable slope, (2) the
fate of fill already in place at the old road location, (3) the
location for the proposed new road alignment that does not appear
to avoid the area of slope instability, (4) the effect of the
road placement on the unstable slope, and (5) slope hydrology.
rf you have any questions regarding these comments, please
contact Chris Byrnes, Regional Habitat Manager, at (206)
374-9506.
We appreciate your cooperation in our efforts to protect,
perpetuate, and manage the fish resources of the state of
Washington.
Sincerely,
.#tL,tt!.- t{ud::Jn tl4A..--
Gayle Kreitman
Regional Supervisor, Freshwater Permits
Habitat Management Division
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SIAIF or WASIIINGION
DEPARTMENT OF FISHERIES
"5 Generdl Aclmillislr.ltiol1 81111(/;111: . O/prlfJi,l. \V.1c;/,i,,#'"'' 911.'il).l . (lU;) 75J.6"LJO . (SCAN) lJ-I.6fJ()(J
DRAF'l' S'l'ORHWA'l'ER GUIDELINES
November 1, 1990
APPLICATION OF GUIDELINES
Run-off from a project with more than 5,000 square feet of
impervious surface should meet the following guidelines for water
quantity and water qua1ity. Depending on proximity of downstream
fish and shellfish resources, water quantity guidelines may not
apply to all projects. Water quality guidelines will apply to all
projects.
WA'l'ER OUAN'l'I'l'Y
Increased run-off from development should be retained and
infiltrated to preserve base stream flows, and/or detained and
released in a manner to preserve the receiving stream channels
dominant discharge (Bates, 1983). Pre- and post-development run-
off rates should be analyzed using a continuous simulation model
such as the U. S. Environmental Protection Agency (EPA) HSPF
computer program (IISPF, 1988). If such a watershed model is not
available, a rainfall event simulation model may be used. If using
a rainfall event model, run-off should be computed using a Soil
Conservation service (SCS) based hydrograph method, and the
rainfall event should be a Type 1A distribution with a 24-hour
duration (USDA, 1986).
For SCS hydrologic soil groups Type ^ and B (USDA, 1986) use of
infiltration basins should be considered. site investigation and
design criteria are essential for successful performance of
infiltration basins (Ecology 1990~ K'ing County 1990). Infiltration
could significantly reduce the volume required for detention.
Detention basin performance (Figure 1), \"lhall be such that
discharge from the developed area meets the following criteria:
1. Fifty percent of the pre-development two-year peak release
rate for the two-year developed design storm.
The release rate of 50 percent of the tWo-~'ear pre-development
peak accounts for the extended duration of release that occurs
as a result of the increase in run-off volume from the
developed state (Powers, 1989).
The pre-development 25-yeor peak release rate for the 2~-year
developed design storln.
2.
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If a continuous simulation model is used, flow duration (instead of
peak flow criteria) should be used to design detention ponds at the
two-and 25-year floods.
025
.................................................................................................................................
Peak
Outflow
Pre -Developmen t
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2 25
Design Storm Frequenoy (yrs)
Figure 1 - Detention Basin Performance
WA'l'ER QUALI'l'Y
Pollutants in stormwater run-off should be treated using best
management practices. Treatment of stormwater run-off with a wet
detention pond (Kulzer, 1989) and biofiltration channel (Horner,
1988) will provide acceptable water quality control. Where
possible, biolfiltration channels of any length should be used for
pretreatment of stormwater runoff. Sedimentation and erosion
control practices should be included in the design to prevent water
quality features from becoming silted in. Also, regular
maintenance is required to ensure pOllutant removal effectiveness.
The following are aooeptable design standards for wet ponds and
bioffltration ohannels.
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Wet Ponds - A pool of water retained in a pond by placing the
outlet above the pond bottom.
1. Perm'.lnent pond surface area should equal two percent of the
catchment area for residential, and three percent for
commercial. Pond volume should be equal to the volume generated
from two-thirds of the two year, 24-hour storm.
2. The permanent pond water depth should be three to six feet, plus
one foot of dead storage for sediment.
3. Ponds shall have a minimum of two cells.
4. Residence time shall be enhanced by configuring the pond to have
a length to width ratio greater than 3:1. A 5:1 configuration
(or other method of lengthening f low path such as use of
baffles) is preferred.
5. If the wet pond is also used as a detention pond, the permanent
wet pond volume should not be part of the detention volume
required.
niofilters - A filter strip or swale used to treat stormwater run-
off by interaction with vegetation and soil surfaces.
1. Avoid gravelly and coarse sandy soils in order to maximize water
contact with vegetation and soil surface.
2. The biofilter width should be designed based on a two-year 24-
hour peak flow, and the following:
a. Velocities should be less than 1.5 fps.
b. The flow depth should be less than four inches.
c. Longitudinal slope should average two to four percent. Rock
or log check dams or terraces should be installed as
necessary to achieve slopes less than four percent.
3. Biofilters should be located to obtain maximum length. If less
than 200 feet, the width should be increased by an amount
proportional to the reduction below 200 feet, in order to obtain
the same area of vegetation contact.
". side slopes should be no steeJ;ler than three horizontal lone
vertical.
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References
Department of Ecology. 1990. stormwater management manual for the
Puget Sound basin. Washington state Department of Ecology.
Technical Review Draft.
Bates, K. 1983. Draft guidelines for policy development.
Stormwater management in urban areas. washington Department of
Fisheries. Habitat Management Division. Unpublished.
Horner, Richard R. 1988. Biofiltration systems for storm run-off
water quality control. Prepared for Washington State Department
of Ecology and others.
King
King County surface water design manual. January 1990.
County Department of Public WorkR.
Kulzer, Louise. 1989. considerations for the use of wet ponds for
water quality enhancement. Office of Water Quality.
Municipality of Metropolitan Seattle.
Powers, P.O. 1989. Stormwater detention performance based on
dominant discharge. Draft. Washington State Department of
Fisheries. Habitat Management Division. Unpublished.
united States Department of Agriculture. 1986. Urban hydrology
for small watersheds. Soil Conservation Service.
Engineering Division. Technical Release 55.
U.S. Environmental Protection Agency. 1988. Hydrologic simulation
program FORTRAN (HSPF). USEPA Environmental Research
Laboratory. Athens, Georgia.
4
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STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
P.O. 80X 47600 . Olympia, Washington 98504.7600 . (206) 459-6000
June 22, 1993
Mr. Craig Ward
Jefferson County
Post Office Box 1220
Port Townsend WA 98368-0920
Dear Mr. Ward:
Thank you for the opportunity to comment during the prethreshold
consultation for the replacement and realignment of a portion of
the S Bogachiel Road. We reviewed the document and would like to
note the following concerns.
1. Based on the information contained in the checklist, it
appears that wetlands are present on the project site.
2. If it has not already been done, we recommend all wetlands on
the site be delineated using the 1989 federal wetlands delineation
methodology to determine the extent of wetlands. We would be glad
to review the completed wetland report and to provide additional
comments at that time.
3. Placement of fill in wetlands may require a permit from the
u.s. Army Corps of Engineers. We advise the applicant to contact
the Corps to determine if a permit is needed.
If you have any questions, please contact Ms. cyd Brower of the
Wetlands section at (206) 459-6469.
Sincerely,
-, ~ () Q"C?' 9-~ .
:r'::'c.'_'l.\Jo~'\.tLO'_ .1\t-1?,e,~<-,G
Barbara J. Ritchie
Environmental Review section
BJR: jmh
93-C-4095
cc: cyd Brower, Wetlands
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JUN 25 1993
JEFFERSON COU'
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JEFFERSON COUNTY COURTHOUSE
JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P.O. Box 1220
Port Thwnsend, Washington 98368
Planning (206) 385-9140
Building (206) 385-9141
FAX (206) 385.9357
Craig Ward, Director
IlEHORMmUH
Robert Nesbit, county Engineer
Jefferson County Public Works Departme~~
James W. Pearson, Associate Plann~
June 23, 1993
Enviroramental review for South Bogachiel River Road
realignment
I have reviewed the environmental checklist for the referenced
proposal and have the following comments:
* The proposal constitutes substantial development within the
shoreline jurisdiction. It is exempt from the shoreline substantial
development permit review process as normal maintenance and repair
of an existing lawful structure (Master Program Section 3.402 (6)).
Prior to conducting work on the project, the Public Works
Department should apply for and be issued a shoreline substantial
development permit exemption. Please contact Michelle Wood of this
department at 379-4457.
* The proposal will require review under the policies and
performance standards of the following sections of the Shoreline
Master Program: 3.40 Exemptions; 4.103 Conservancy; 4.30 Shorelines
of State-wide Significance; and 5.190 Transportation Facilities.
To:
From:
Date:
Re:
c: Michelle Wood
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P.O. Box 1220
Port Thwnsend, Washington 98368
Planning (206) 385.9140
Building (206) 385.9141
JEFFERSON COUNTY COURTHOUSE
Craig Ward, Director
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND lEAD AGENCY STATUS
DATE:
PROPONENT:
PROPOSAl:
August 3, 1993
Jefferson County Department of Public Works
The proposed project Is to replace, by re-allgnlng, a portion of the South Bogachlel
Road, County Road Number ,146809, that Is sliding Into the Bogachlel River.
MITIGATIVE MEASURES:
1. In order to avold significant Impacts related to soli erosion and storm water runoff the proponent utilize the
"Best Management Practices" of the Washington State Department of Ecology Storm Water Manaaement
~ (current edition).
2. ' In order to avold significant Impacts related to storm water runoff. soli erosion, and water quality, the
proponent shall apply to the Washington State Department of Fisheries for a Hydraulic Permit Application
In conjunction with the development.
3. A Shorelines Substantial Development Permit exemption shall be applied for.
4. A wetlands delineation report shall be prepared for the Washington Dept. of Ecology, and, based on the
report, appropriate permits, If any, shall be applied for.
The mitigative measures are designed to address Impacts identified through the Environmental Checklist
submitted by the applicant, field evaluations by the Planning and Public Works Departments, and public
comments (Including that by other agencies).
LOCATION OF PROPOSAL: The project site Is located from milepost 1.25 to milepost 1.55 on the So. Bogachlel
Road, lying In portions of Gov. Lot 1 and the SE 1/4 of the SE 1/4 of Section 1, Township 27N, Range 13W,
W.M.
NOTICE OF lEAD AGENCY: Jefferson County has determined that It Is the lead agency for the above-
described proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above-descrlbed proposal would
not have a probable significant adverse Impact on the environment, and an environmental Impact statement Is
not required under RCW 43.21C.03O(2)(c). This decision was made after review of a completed environmental
checklist and other Information on tue with the Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination Is Issued pursuant to WAC 197-11-340(2). Jefferson County will not
act on the abovEKIescrlbed P~Oposal f~east fifteen days from the date of this determination.
o h[,J~f
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Jefferson County Planning and Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Olympic Environmental Council
Audubon Society
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Appli<<:ant:
Proposal:
Location:
Description:
Checklist:
Notice:
Inspection:
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JEFFERSON COUNTY PUBUC WORKS DEPARTMENT
STATE ENVIRONMENTAL POUCY ACf
THRESHOlD DETERMINATION
ood
PROPOSED MmGATION MEASURES
Jefferson County Department of Public Works
The proposed project is to replace, by re-aligning, a portion of the South
Bogachiel Road, County Road Number 146809, that is sliding into the
Bogachiel River, causing a dangerous condition for motoring public.
The project site is located from milepost 1.25 to milepost 1.55 on the So.
Bogachiel Road, lying in portions of Gov. Lot 1 and the SE 1/4 ofthe SE 1/4
of Section 1, Township 27N, Range 13W, W.M. The project is located in the
west end of Jefferson County, just southerly of the northerly County boundary
and the Bogachiel River, approximately 1.5 miles easterly of State Highway
101.
The project will relocate the road up to approximately 200 feet southerly of
its present location to avoid the slide area. The project includes clearing and
grading, excavation and embankment, installing culverts, placing gravel base
and placing gravel surfacing. The area is forested and characterized as rolling
terrain, with the steepest natural slopes within the project area being 80 to
100%, although the area of the slide is steeper, but is not within the proposed
project area. Since the proposed new alignment traverses forested land,
approximately 1.2 acres will be cleared to accommodate the new road and two
seasonal drainages will be crossed. The portion of the roadway to be
abandoned due to this project will be scarified and hydro-seeded and the same
two seasonal drainage crossings (culverts) removed.
A Jefferson County Environmental Checklist was submitted on June 2, 1993,
Notice of pending threshold determination was published June 9th and June
16th in the Jefferson County Leader; the site was posted June 7, 1993; notice
was sent by mail to adjacent property owners and appropriate agencies on
June 8, 1993.
May 11, 1993,
Summa!)' or Slgnlncant Environmental Comments:
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NO COMMENTS WERE RECEIVED FROM ADJACENT PROPERTY OWNERS OR
MEMBERS OF THE PUBLIC. AGENCY COMMENTS ARE INCORPORATED IN THIS
REPORT.
Earth:
The Jefferson County Soils Conservation manual indicates that area soils
consist of KIone Hoko A'lSociation (sloping to moderately steep), including
small areas of poorly drained silty clay loam, Huelloamy fine sand (found on
low river terraces, with flooding and channel erosion being hazards), and
River Wash (subject to frequent flooding). Layers of water-bearing fine
sands and gravel exist on the existing road, The soil under the existing road
is unstable and by river action at the toe of the slide area has caused
continued movement of the hillside on which the existing road is located. The
underlying soils consist of glacial silts (commonly called "blue clay") that are
saturated from subterranean seepage. The steepest slope on the site is
+ 100%. The proposal will necessitate the excavation and embankment of
approximately 7000 cubic yards of material. Erosion could occur especially
during construction because of the exposure of soil. An increase in gravel
surface area of approximately 50% from the existing roadway will occur due
to the increased length of the proposed road, Best Management Practices
(BMP's), as described in the Stormwater Management Manual for the Puget
Sound Basin (SWMM) by the Department of Ecology (DOE), shall be utilized
as required by site conditions for both temporary eroSion/sedimentation
control and permanent control.
The Washinl1ton State Department of Ecology: commented that it appears
that wetlands are present on the site, The D.O.E. recommends all wetlands
on the site be delineated using the 1989 federal wetlands delineation
methodology to determine the extent of wetlands, The agency would willingly
review the completed report and provide additional comments. Placement
of fill in wetlands may require a permit from the US Army Corps of
Engineers.
The Jefferson County Planning and Building Department stated that the
proposal constitutes substantial development within the shoreline jurisdiction,
It is exempt from the shoreline substantial development permit review process
as normal maintenance and repair of an existing lawful structure (Master
Program Section 3,402[6]). The proposal will require review under the
policies and performance standards of the Shoreline Master Program. Prior
to commencing the project, the Department of Public Works should apply for
and receive a shoreline substantial development permit exemption,
The Washington State Department of Fisheries stated that a Hydraulic Project
Approval (HPA) will be required for stormwater treatment, erosion control,
stream culvert crossings and water quality on the Bogachiel River and the
unnamed tributaries to it. Additional concerns are: [1] the amount of fill
proposed for placement on the unstable slope, [2] the fate of fill already in
place at the old road location, [3] the location for the proposed new road
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alignment that does not appear to avoid the area of slope instability, [4] the
effect of the road placement on the unstable slope, and [5] slope hydrology.
Water is to be used to control any dust resulting from the construction
activities.
The project crosses two seasonal drainages which flow into the Bogachiel
River. These crossings will require the installation of culverts and the removal
of two existing culverts from tbe existing roadway. The existing roadway slide
is within 200 feet of tbe Bogacbiel River. The applicant states that no fill
or dredge material will be placed or dredged from the River. However, fill
(approximately 500 cubic yards) will be placed in the seasonal drainages to
accommodate the roadway.
Run-off from the proposed roadway will be collected in the roadway ditches
and placed in natural drainage courses that flow into the Bogachiel River.
The increase in runoff expected, due to an increase of impervious area from
the existing condition, will not be significant because the project is not large
enough to create significant amounts of runoff. All stormwater run-off shall
be handled in accordance with the best management practices outlined in the
current edition of the Dept. of Ecology's Stormwater Management Manual
for the Puget Sound Basin.
Spills from construction equipment could occur during construction. Spills and
drippings associated with motor vehicles could occur after the project is
complete. Maintenance of the construction equipment utilized during the
building of the roadway will help reduce the potential of spills of hazardous
materials associated with the operation of that equipment.
The Jefferson County Planning and Buildin!! Department stated that a
Jefferson County Shorelines Pennit Exemption must be obtained prior to
commencement of any work.
On-site trees consist of alder, cedar, fir and hemlock. Skunk cabbage is
present, indicative of a wet soil area, No known threatened or endangered
species are in this location. Trees and understory plants of a mature forest
will be removed to accommodate the roadway and its associated cuts/fills
amounting to approximately 1,2 acres, The site will be hydro-seeded with a
standard highway mix upon completion, and the old roadway scarified,
Hawk, heron, and songbirds, as well as eagles, have been observed in the area,
Salmon, trout, and steel head are present in the river.
The current use of the site and adjacent properties is designated as Resource
Production and Conservancy of statewide significance (Bogachiel River
Shoreline), per Jefferson County Comprehensive Plan and the Shorelines
Master Plan. The existing failing roadway Is within the shoreline area which
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is designated as Conservancy of Statewide Significance. This proposal does
not alter any known existing or projected land use for the site.
Transportation: This is a transportation-oriented project, to improve a safety hazard to the
travelled way. It is not projected that it will have an impact on the level of
traffic which exists.
Environmental
Health: This project will not increase the hazards to environmental health from what
is associated with the existing facility.
Staff Reeommendations:
The Public Works Department recommends issuance of a Mitigated Determination of Non-
Significance.
Proposed mitigation measures:
The following mitigative measures have been proposed by the Public Works staff for
consideration by the Responsible Official.
1. In order to avoid significant impacts related to soil erosion and storm water runoff the
proponent utilize the "Best Management Practices" of the Washington State Department
of Ecology Storm Water Manal!:ement Manual (current edition).
2. In order to avoid significant impacts related to storm water runoff, soil erosion, and water
quality, the proponent shall apply to the Washington State Department of Fisheries for a
Hydraulic Permit Application in conjunction with the development,
3. A Shorelines Substantial Development Permit Exemption shall be applied for.
4. A wetlands delineation report shall be prepared for the Washington Dept. of Ecology, and,
based on the report, appropriate permits, if any, shall be applied for.
Determination or Responsible omc1al
I have reviewed and considered the referenced proposal, the environmental checklist, public
comments, other available material, and the Public Works Department's staff recommendation,
I hereby:
U issue a Determination of Non-significance,
[Xl issue a Mitigated Determination of Non-significance,
U issue a Determination of Significance.
U determine that I do not have sufficient information upon which to make a threshold
determination and direct Public Works staff to obtain additional information on the
proposal.
c't
August 3. 1993
Date
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JUN 21993
~lEFFERSON COU'
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JEFFERSON COUNTY
ENVIRONMENTAL CHECKLIST
The State EnvirorrnentaL Policy Act (SEPA), RCY 43.21C, requires aLL governmental agencies to consider the i~acts of a proposal
before making decisions. An envil'ormental i"1J8Ct statement eelS) DUst be prepared for all proposals with probable significant
adverse i~cts on the quality of the envirorvnent. The purpose of this checklist is to provide information to help you and the
agency identify irrpacts from your prcposal; reduce or avoid impacts from the proposal, if H can be done; and help the agency
decide whether 8n EIS is required.
PROPONENT: Jefferson County
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
(-
TELEPHONE: Ihome)
Ibusiness) 12061385.9160
AUTHORIZED REPRESENTATIVE/CONTACT: Robert G. Nesbitt. P.E.. County Enoineer
ADDRESS: Same as above
TELEPHONE: (home) (business) (2061385-9160
DIRECTIONS
This checklist asks you to describe some basic information about your proposal. The questions apply to the entire
proposal, including those phased over a period of time or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays in processing this checklist. If you
do not know an answer, write "unknown", or if a Question does not apply, write "not applicable".
Answers to some Questions may require special expertise or technical assistance from qualified persons. The cost
of obtaining such information is the responsibility of the proponent.
Attach any additional information (reports, studies, maps, illustrations, leases, permits, etc.) that may further describe
the proposal or be required by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance in completing the checklist and for
information on the administrative procedures for its processing.
PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THE AREA DESIGNATED "EVALUATION".
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate understanding of its scope and
purpose):
The proposed project is to replace, by re.aligning, a portion of the South Bogachiel Road, County Road Number
146809, from M.P. 1.25 to 1.55, that is sliding into the Bogachiel River, causing a dangerous condition for motoring
public. The project will relocate the Road up to approximately 200 feet southerly of its' present location to avoid
the slide area. The project includes clearing and grading, excavation and embankment, installing culverts, placing
gravel base and placing gravel surfacing.
PROPERTY AND AREA DESCRIPTION:
Address:
Mile Point 1.45 on the So. Boaachiel Rd.
Legal (from property tax statement): Lot:__ Block:
Subdivision: Tax Parcel:_
Quarter Sections: Portions of Gov. Lot 1 and the SE 1/4 of the SE 1/4
Section:
Township:
27N
Range:
13W
Tax Number:
Land Area (dimensions): -1.300 feet bv 35 feet
Describe the location, physical characteristics, and extent of land area to be affected; Include all factors that
will give an accurate understanding of the property and its environment.
The project Is located In the west end of Jefferson County, just southerly of the northerly County boundary
and the Bogachlel River, approximately 1.5 miles eas~arly of State Highway 101. The area Is forested end
characterized as roiling terreln, with the steepest netural slopes within the project aree being 80 to 100%,
although the area of the slide Is steeper, but Is not within the proposed project area. Since the proposed new
alignment traverses forested land, approximately 1,2 ecres will cleared to accommodate the new road and
two seasonal drainages will be crossed. The portion of the roadway to be abandoned due to this project will
be scarified and hydro-seeded and the some two seasonel dralnege crossings (culverts) removed,
SCHEDULE (beginning and ending dates of the proposal, Including phases):
Environmental Review 6/93, Right of Way acquisition 6/93, Construction 8/93.
So. BOIl.ohl.1 Rd, Imp.. CR0606
Page 1 of 8
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OVERALL PLAN (describe future additions, expansions, or related activities or plans by others that may affect the
proposal) :
None.
REOUIRED APPROVALS (all local, state, and federal approvals required for the completions of this proposal and if
any approvals are pending that are related to the proposal):
A Washington State Department of Fisheries Hydraulic Permit will be required.
ENVIRONMENTAL DATA (any existing or proposed environmental information such as studies or documents related
to the proposal):
Shoreline Atlas, Land Use Designation Map.
ENVXRONMENTAL COMMENTS
EVALUATION
EARTH
1 . Check the items that describes the site:
flat !2!Jl!!g bl!!!l steep slopes
mountainous other:
2. What is the steepest slope on the site? Identify the approximate
percent of the slope: 100% +
3. What general types of soils are found on the site (sand, gravel, peat,
muck)? If you know the classification of agricultural soils, specify
them and note any prime farmland:
Forest duff. olacial till, olaclal silts with lavers of water bearino fine
sands. aravel on existina road.
4.
Are there surface indications or a history of unstable soils in the
immediate vicinity? If so, describe them:
V . The oil nder h xistin road is unstable and b river
a he e of he lid ar a has caused continued m vement 0
hillside on which th xi in ro d Is locate. Th n rl in
consist of olacial silts (commonlv called "blue clav") that are saturate
from subterranean seeoao\!.
Describe the purpose, type, and approximate quantities of any filling
or grading proposed. Identify the source of the fill:
5.
The roadway re.alionment will necessitate the excavation and
embankment of aooroximatelv 7000 cubic vards of material~ of which
aooroxlmatelv half will be native and half imoorted from the Winfield
fiL
6.
Could erosion occur as a result of clearing, construction, or use? If
so, generally describe it:
Ves. Erosion could occur esoeclallv durino construction because of the
exoosure of soil durino the earthwork ooerations of the constructIQ[!"
7.
About what percent of the site would be covered with impervious
surfaces after construction of the project (that is, asphalt or
buildings)?:
No asohalt or bulldlnos are olanned for the orl!!~.ct: However. ~n
Increase in aravel surface area of aooroxlmatelv 5!!'l!!. !rom the e1!lstlrul
roadway will accur due to the Increased lenQth of the orOuDosed road.
In terms of stormwater manaaement, aravel road !Lrf~~!!s ~r!!
considered Imoervlous.
Describe proposed measures to reduce or control erosion or other
Impacts to the earth, If any:
Best Manaoement Practices IBMP'sl. as describae~ iniJ~~ ~t_C?r'!'lwaler
Manacement Manual for tha Pucet Sound B_~ln .1:!wM!l!:Il !:!.l! .!t'e
Deoartment of Ecolocv IDOEI. will be utilize(/. as reaulrend bVj siilte
conditions for both temoorarv eroslon/sedlmentatlo!l ~Q_ttQ. _!ld
oermanent control.
8.
So, Bog.chl., Rd, Imp.. CR0606
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9. What types of emissions to the air, if any, would result from the
proposal during construction and when the project is completed (dust,
car odors, industrial wood smoke)? Generally describe and give
approximate quantities, if known:
Exhaust from construction eouioment as well as dust mav result from
the construction activitiell.
10. Are there any off-site sources of emissions or odors that may affect
your proposal? If so, generally describe them:
~
11 . Describe proposed measures to reduce or control emissions or other
impacts to the air, if any:
Water will be used to keeo the dust down.
WATER
12.
Surface Water
Is there any surface water body on or in the immediate vicinity of the
site, including year-round or seasonal streams, salt waters, lakes,
ponds, and wetlands? If yes, describe the type and provide names.
If appropriate, state what stream or river it flows into:
13.
The DroDosed roadwav crosses two drainsQes with seasonal flows
"uDstream" from the existina roadway. Both drainaaes flow into the
Boeachier River that aenerally Darallels the Droiect site.
Will the project require any work over, in, or adjacent to the described
waters (within 200 feet)? If yes, describe the work and attach
available plans:
As stated above. the Droiect crosses two seasonal flows that will
reauire the installation of culverts and the removal of two existina
culverts from the existina roadway. The existinQ roadway slide is
within 200 feet of the Boaachiel River.
14. Estimate the amount of fill and dredge material that would be placed
or remoyed from the surface waters or wetlands and indicate the area
of the site that would be affected. Identify the source of the fill
material:
No fill or dredae material will be olaced or dredaed from the River.
However. fill laDDroxlmately 500 cubic vards) will be Dlaced In the
seasonal dralnaaes to accommodate the roadway.
Will the proposal require surface water withdrawals or diversions?
Give a general description and Identify the purpose and approximate
quantities, if known:
riQn.Q...
ODes the proposal lie within a 100-year flood plain? If so, note the
location on the site plan:
.N2..
ODes the proposallnvDlve any discharges of waste materials tD surface
waters? If so, describe the type of waste and antIcipated volume of
discharge:
.N2..
Ground Water
Will ground water be withdrawn or will water be discharged to ground
water? Give a general description and Identify the purpose and
approximate quantities. if known:
.N2..
So, Bog.ohlo! Rd, Imp.. CR0606
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19. Describe the waste material that would be discharged into the ground
from septic tanks or other sources, if any (domestic sewage; industrial
wastes and chemicals contained; agricultural wastes). Describe the
general size of the system; the number of such systems; the number
of houses to be served, if applicable, or the number of animals or
humans the system(s) is expected to serve:
NLA
Water Run-off
(including storm water)
20. Describe the source of run-off, including storm water. Describe the
method of collection and disposal, if any, including any known
quantities. Where will this water flow? Will this water flow into other
waters? If so, describe it:
21.
Run-off from the orooosed roadwav will be collected in the roadwav
ditches and olaced in natural drainaae courses that flow into the
BOQachiel River. The increase in runoff exoected. due to an increase
of imoervious area from the existina condition. will not be sianificant
because the oroiect is not larae enouah to create sionificant amounts
of runoff. All stormwater run-off will be handled in accordance with
the BMP's outlined in the 8WMM bv DOE.
Could waste materials enter ground or surface waters? If so, generally
describe how:
22.
Soills from construction eouioment could occur durino construction.
80ills and driooinas associated with motor vehicles could occur after
the oroiect is comolete.
Describe proposed measures to reduce or control surface, ground, and
run-off water impacts, if any:
As stated in the answer to ouestion 20 above. BMP's desianed to
minimize imoacts associated with water oualitv will be utilized as
aoorooriate durina both construction and after comoletion of the
Ad i i nail main n n f he construe ion e ui men
rin he ildin of h r adwa will h I r d ce h
f ills f hazar s m erials asso iated wi h th 0 erati n
of construction eauioment.
PLANTS
23.
Check the type of vegetation found on the site:
Deciduous tree:
other:
~ maple aspen
Evergreen tree:
other:
fir ~ pine
~
~
Wet Soil Plants:
bulrush
other:
Water Plants: water lily
other:
grass pasture crop/grain
cattail buttercup
skunk cabbaae
eelgrass
milfoil
Other:
24.
What kind and amount of vegetation would be removed or altered?
Trees and understorv olants of a mature forest and as listed above will
be removed to accommodate the roadwav and its associated cuts/fills
amountina to aooroxlmatelv 1.2 acres.
List threatened or endangered species known to be on or near the
site:
25.
26.
None known.
Describe the proposed landscaping, use of natural plants, or other
measures to preservo or enhance vegetation on the site, If any:
The site will be hvdro.seeded with a standard hlahwav mix uoon
comoletlon,
SD. BDIl_Dhl'" Rd. Imp.. CR0606
Page 4 of 8
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EVALUATION
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ANIMALS
27. Check any birds and animals that have been observed on or near the
site or are known to be on or near the site:
Birds:
sonabirds
hawk ~
other:
J!.i!lllil.
Mammals: ~
other:
bear
~
beaver
Fish: bass
shellfish
salmon 1!:Ql!.1
other: steelhead
herring
28. List any threatened or endangered species to be on or near the site:
None known.
29. Is the site part of a migration route? If so, how?
Not known.
30. Describe proposed measures to preserve or enhance wildlife, if any:
None.
ENERGY AND NATURAL RESOURCES
31.
What kinds of energy (electric, natural gas, oil, wood stove, solarI
would be used to meet the completed project's energy needs?
Describe whether it would be used for heating, manufacturing, etc.:
32.
~
Would the project affect the potential use of solar energy by adjacent
properties? If so, generally describe the affect:
~
33.
What kinds of energy conservation features are included in the plans
of this proposal? List other proposed measures to reduce or control
energy impacts, if any:
f::l.l.8
ENVIRONMENTAL HEALTH
34.
Are there any environmental health hazards, including exposure to
toxic chemicals, risk of fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal? If so, describe the
hazards:
35.
Those hazards normallv associated with e construction site.
Describe special emergency services that might be required:
~
36.
Describe proposed measures to reduce or control environmental health
hazards, if any:
Prooer site meneaement.
NOISE
37.
What types of noise exist in the area that may affect your project
(traffic, equipment, operations)?
~
38.
What types end levels of noise would be created by or associated with
the project on a short-term or a long-term basis (construction, traffic,
operation)? Indicate what hours noise would come from this site:
Construction noise would be aenerated durlna normel worklna hours.
Describe proposod measures to reduce or control noise Impacts, If
eny:
Work would onlv be accomolfshed durin a normal warklna hours,
39.
So. BogsohlM Rd. Imp.. CR0606
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LAND AND SHORELINE USE
40. What is the current use of the site and adjacent properties?
Resource Production and Conservancy of statewide sianificance
IBoaachiel Riyer Shorelinel.
41. Has the site been used for agriculture? If so, describe the use:
Yes. Forest Droduction.
42. Describe any structures on the site:
South Boaachiel Road and associated drainaae structures. TeleDhone
!.inn.
43. Will any structures be demolished? If so, what structures?
The Dortion of the old alianment that will be abandoned will be
scarified and hydro seeded.
44. What is the current Comprehensive Plan or community development
plan designation of the site? Identify the plan:
Resource Production and Conservancy of statewide sianificance
IBoaachiel River Shoreline). Jefferson County ComDrehensive Plan and
the Shorelines Master Plan.
45. If applicable, what is the current Shoreline Master Program designation
of the site?
The existina failinQ roadway is within the shoreline area which is
desiQnated as Conservancv of Statewide SiQnificance.
46. Has any part of the site been classified as an "environmentally
sensitive" area? If so, specify the part:
Yes. SloDes UD to 60% exist within the Droiect site.
47.
48.
49.
'\ 50.
I
Approxim<ltely how many people would reside or work in the
completed project?
~
Approximately how many people would the completed project
displace?
~
Describe proposed measures to avoid or reduce displacement impacts,
if any:
WA
Describe proposed measures to ensure the proposal is compatible with
existing and projected land uses.and plans, If any:
This Drolect Is a re-allanment of an exlstlna road that is slldlna Into the
Booachlel River due to natural occurrlna unstable solls/sloDes. The
Drolects DurDose Is to relocate the road sufficlentlv to avoid the
unstable aree. This DroDosal does not alter any known exlstina or
Drolected land use for the site.
,r
HOUSING
51.
Approximately how many units would be provided, if any? Indicate
whether the housing Is high, middle, Dr low income:
o
WA
52. Approximately how many units, if any, would be eliminated? Indicate
whether the housing Is high, middle, or low Income:
WA
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53. Describe proposed measures to reduce or control housing impacts, if
any:
WA
AESTHETICS
54. What is the tallest height of any proposed structurels), not including
antennas? What is the principle exterior building materialls) proposed?
No structures are olanned. other than culverts. for this oroiect.
55. What views in the immediate vicinity would be altered or obstructed?
Views of the Booa.<:hl..1 River from vehicles usino the road would not
be as unobstructed nor as dramatic as it is from the roads oresent
~
56. Describe proposed measures to reduce or control aesthetic impacts,
if any:
~
LIGHT AND GLARE
57.
What type of light or glare would the proposal produce? What time
of the day would it mainly occur?
58.
No chanoe from oresent.
Could light or glare from the finished project be a safety hazard or
interfere with views?
~
What existing off-site sources of light or glare may affect your
proposal?
~
60. Describe proposed measures to reduce or control light and glare
impacts, if any:
59.
WA
RECREATION
61. What designated and informal recreational opportunities are in the
immediate vicinity?
A Deoartment of Wildlife boat launch Is located on the So. Booachiel
Rd. east of the Drolect. with this road belno the onlv access. Other
recreational oDDortunltles Include huntlna. fishlna. and hlkina.
Would the proposed project displace any existing recreational uses?
If so, describe the displacement:
No. The Drolect will helD Insure continued access to these recreational
oDDortunitles.
Describe the proposed measures to reduce or control Impacts on
recreation, Including recreational opportunities to be provided by the
project or proponent, if any:
N./.A
HISTORICAL AND CULTURAL PRESERVATION
Are there any places or objects listed on or propDsed for national,
state, or local preservation registers known to be on or next to the
site? If so, generally describe them:
llI.2IWmo.wo..
65,
Generally describe any landmarks or evidence of hlslorlc, cullural,
archaeological, or scientific Importance known to be on or next to the
site:
None known.
So. BotJ.ahl., Rd, Imp" CR0606
Page 7 of 8
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EVALUATION
66. Describe proposed measures to reduce or control impacts, if any:
N/A
TRANSPORTATION
67. Identify public streets and highways serving the site and describe the
proposed access to the existing street system. Show on the sit~ plan.
This is a transDortation imorovement oroiect.
68. Is the site currently served by public transit? If not, what is the
approximate distance to the nearest transit stop?
N/A
69. How many parking spaces would the completed project have? How
many would the project eliminate?
N/A
70. Will the proposal require any new roads, streets, or improvements to
existing roads or streets, not including driveways? If so, generally
describe them, indicating whether they are public or private:
The orooosal is to imorave the South Boaachiel Road.
71. Will the project use water, rail, or air transportation, or occur in the
immediate vicinity of these facilities? If so, generally describe the use:
~
72. How many vehicular trips per day would be generated by the
completed project? If known, indicate when peak volumes would
occur:
No "new" trios will be oenerated bv this oroiect. The latest traffic
count is 50 AADT. taken in Mav 1992.
73. Describe proposed measures to reduce or control transportation
impacts, if any:
rll8
PUBLIC SERVICES
74. Would the project result in an increased need for pubic services (fire
protection, police protection, health care, schools)? If so. generally
describe the results:
~
Describe proposed measures to reduce or control direct impacts on
public serl/ices, if any:
rll8
UTILITIES
Check which utilities are currently available at the site:
77.
water electricity
refuse service teleohone
sanitary sewer other:
Describe the utilities that are proposed for the project. the utility
providing the service, and the general construction activities on the
site or in the immediate vicinity that .might be needed:
'natural gas
septic system
~
ACKNOWLEDGEMENT
I ocknawlodgo that oil Inlormotlon pravldod In thh chockll.t oncl oil attached motorlol Is truo ond carract to the belt at my
knowledgo. I understand tho lood agoncy I. relying on thl. Intormotlon to moko Its doclslan. In oddlt!an, I under.Und thot
review undor SEPA dOGS not constltuto approval of a proposoL; c~lhnco with local, 8tato, nnd federal reGulation. applicable
to tho ropo.ol Is basod on tho Infarmotlon I hovo provided, II found Inaecuroto, nppraval could be withdrawn.
..$~/7'J'
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Page 8 of 8
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~ & IGNMENT, SO. BOGACHlEL RD.
EFF.tiQ&e COUN'IY DEP
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NOTICE IS HEREBY GIVEN that Jefferson
County Department of Public Works has applied for
approval of REPLACEMENT AND REALIGNMENT
OF A PORTION (milepost 1.25 to milepost 1.5) OF
mE SOUTII BOGACHIEL ROAD. The proposal is
subject to environmental review and threshold
determination under the State Environmental Policy
Act (SEPA). Information on the environmental review
is available from the Jefferson County Department of
Public Works (pO Box 1220, Port Townsend, WA
98368). Comments concerning SEPA environmental
review of this proposal must be submitted to the
Department of Public Works by TIlURSDAY, JUNE
24, 1993. '
LEGAL DESCRIPTION: The project is located
approximately 1.5 miles easterly of State Highway 101,
in Government Lot 1 and the SE~ of the SE~ of
Section 1, Township 27 North, Range 13 West, W.M.
~t it:. -.,.:.. 'V hI.
I JUN 241!:l93
, JEII_I"'''./I~ 1.;r..JUNTY
PUI:lLIC WORKS nFP-
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ROUTING
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Trans.P1aM:ng Er.:r. __. _
Asst.Trans.PI~n.En:r. _._.
FIaMing,Itlcvlcp En:r. _
ReakinaJ Devfop Er,:r. ___
Developer Engr. _
~ I'lannlng Enzr,
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ICT,1'IOCoord, _
RTPO Coord. __
Other
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ADJACENT PROPERTY OWNERS: SOUTH BOGACHIEL ROAD PROJECT 6/93
Rayonier Timberland Oper. Co.
P.O. Box 200
Hoquiam, WA 98550-0200
Steven F. Warren
220 E. 10th
Port Angeles, W A 98362-7834
John Goldman
33 Northumberland Pl.
London W2
ENGLAND
Brian Bonner
11264 - 29th Ave, S.W.
Seattle, WA 98146-3416
Evelyn Anderson
1520 Eden Valley Rd.
Port Angeles, WA 98362-9610
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56, T27N, R13W
Govt. Lots 10 & 11 (less Goldman SP)
56, T27N, R13W
Lot 1, Goldman Short Plat
56, T27N, R13W
Lot 2, Goldman Short Plat
Tax 48, 56, T27N, R12W
GL 6 No. of Road, 56, T27N, R12W
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...--A United States
Department uf
Agriculture
/Foree)
''-Service
<]lymPi~
National>-7
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1835 Bl~~ Lake Blvd. S.W.
Olympia, WA 98502-5623
Phone: (206) 956-2300 -----
Telefax: (206) 956-2330 ~
TDD: ($) 956-2401
Reply to: ?~?9
Date: March 1992
Dear Olympic National Forest Friends:
For several years now, the Olympic National Forest has identified several Land
and Water Conservation Fund (LI~CF) land acquisition proposals that would allow
purchase of key fisheries, wildlife, and riparian habitats. Two key Olympic
National Forest (ONF) riparian habitat areas are the Bogachie1 and Humptulips
River project proposals. More recently, the Trust for Public Land (TPL) has
approached the private landowners in these project areas about the possible
sale of these lands. These contacts have generated much interest, support and
requests for information, data, details, and maps about these special habitat
areas .
We are aware that the Trust for Public Land, private land owners and others
have shown an interest to acquire these project areas for public ownership and
the public benefits that would accrue.
The habitat attributes and attendant riparian and recreational values have been
studied and evaluated through the Forest Planning process, and through various
inventory and resource management activities in nearby areas.
The enclosed information summary provides a good frame of reference for these
key Olympic National Forest Habitat areas.
If you have any further questions or need for information, please contact us.
Sincerely,
'r2.~A,.CJ.~~.
RONALD R. HUMPHREY ,
Forest Supervisor
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OLYMPIC NATIONAL FOREST HABITAT
Bogachiel River - 890 Acres
Olympic National Forest
3efferson County
Congressional Distric.t - 2
Owners: Raynonier Timberlands - 658 acres
John Hancock 133 acres
Others 99 acres
Location: See Attached Map and Photographs
Availability: Willing sellers at Fair Market Value
Acquisition Schedule: Urgent, multi-year
Significance: National and State
County Impacts: 0.11% increase in NF ownership in Jefferson County
This 'habitat,~presentlY owned by Rayonier Timberlands Operating Company and
others,.J is an exemplary area of low elevation, riparian rain forest along the
Bogachiel River on the west slope of the Olympic Peninsula (Washington). It is
bounded on the north by the Olympic National Forest, and on the east by the
Olympic National Park. The Bogachiel River is one of the most productive
anadromous streams in the Olympic region. The river supports spring and fall
chinook, coho, chum and pink salmon, as well as steelhead and sea-run cutthroat
trout.
Preparation of the Forest Plan included a Wild and Scenic River Review. (see
Forest Plan Appendix F). One segment of the Bogachiel River, from its source
to the National Park boundary, meets classification criteria for Wild and
Scenic River designation, Downstream from the National Park boundary the river
is considered eligible for Recreational River status. The suitability
determination, for recommendations to add this river to the Wild and Scenic
River System. was deferred to the National Park Service. In the meantime, the
Bogachiel River, in the area adjacent to National Forest land, has been
designated a "River Corridor" for management prescription purposes. The Forest
wide Standards and Guidelines and Management Prescription ( A4BO) for River
Corridors are attached for reference. /"The management goal in the Forest Plan
for the segment of the river adjacent to the Olympic National Forest,
emphasizes retention of inherent values, recreation opportunities in a pleasing
scenic environment and maintaining or enhancing wildlife and fish habitat,
A one mile segment of the Forest Service Bogachiel River Trail crosses the
tract, connecting National Forest lands with Olympic National Park lands and
trail systems to the east.
Acquisition of this parcel would provide a rare opportunity to manage a large
functional area for wildlife, threatened, endangered and sensitive species,
fisheries habitat, and recreational values under the National Forest System,
The area is heavily used by elk for winter range and, being riparian in
composition, provides valuable habitat for riparian-dependent species such as
the blue grouse, bald eagles, and osprey. A spotted owl pair is located within
one-half mile of the parcel. Marbled murrelets have been observed in and
adjacent to the parcel, An active bald eagle nest is located one mile east,
Great blue heron and other wading birds use this property and adjacent lands
for forage and roosting. A seven aCre wetlands, occupied by a unique sedge
species, is present on the nOrth boundary. This wetland is surrounded by
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pristine old-growth Hemlock/Spruce/Cedar stands. Weasel, mink, raccoon, and
other fur-bearers are also present within the area.
Spawning surveys of Morganroth Creek, one of three streams within the parcel,
show that large numbers of coho salmon utilize this stream. Juvenile rearing
habitat is abundant, with the high rearing population densities indicating the
value of the preservation of this complex and increasingly-rarer
aquatic/terrestrial habitat complex. Chinook salmon and steelhead trout spawn
and rear in streams within and upstream of the parcel.
This parcel would serve as a connector for wildlife and fish species utilizing
old growth habitats on National Forest and National Park lands. Of particular
importance is the potential for marbeled murrelets, a Sensitive Species, and
bald eagles, an Endangered Species, to use this parcel and adjacent Federal
lands for nesting.
Projected future benefits include development, protection, and promotion of
tourism, out-fitter guide operations, recreational and scenic attractions.
general fish and wildlife values, and riparian habitat improvements that all
present positive economic opportunities for local resource dependent
communities.
Several Federal, State, Tribal and Local Agencies will be able to cooperatively
enhance or develop these opportunities for maximum public benefit.
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OLYMPIC NATIONAL FOREST HABITAT
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~Ci' -- . - ..-- TO C:LYMPIA" WA ',150 M,ILES r N I Z" .~. ':(.:..... ...~
BOGACHIEL RIVER
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OLYMPIC NATIONAL PARK
STATE OF WASHINGTON
PRIVATE
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OLYMPIC NATIONAL FOREST HABITAT
Humptulips River
328.75 Acres
Olympic National Forest
Grays Harbor County
Congressional District - 2
Owner: Equitable Life Assurance Company (Merrill & Ring/Green Crow)
Location: See Attached Map and Photographs
Availability: Willing Seller at Fair Market Value
Acquisition Schedule: Urgent
Significance: State and Local
County Impacts: 0.03% increase in NF ownership Grays Harbor County
This 328.75 acres of riparian habitat is comprised of several isolated parcels
in the valley of the West Fork of the Humptulips River within the boundary of
the Olympic National Forest. The area supports numerous Bald Eagles and is an
important anadromous fishery.
These parcels are outstanding examples of lowland riparian rain forest on the
Olympic Peninsula's Humptulips River System. The Humptulips River System
supports spring and fall chinook, coho, as well as steelhead and sea-run
cutthroat trout. This lowland area is also heavily used by Roosevelt Elk year
round and is especially valuable as a winter range.
Preparation of the Forest Plan included a Wild and Scenic River Review. (see
Forest Plan Appendix F.) The West Fork of the Humptulips meets classification
criteria for Scenic River designation. The suitability analysis, however, for
recommending addition to the Wild wld Scenic River System, concluded that other
rivers were superior for this consideration. Consequently, the West Fork has
been designated a "River Corridor" for management prescription purposes. The
Forest wide Standards and Guidelines and Management Prescription ( A4BG) for
River Corridors are attached for reference. The management goal in the Forest
Plan for the segment of the river adjacent to the Olympic National Forest,
emphasizes retention of inherent values, recreation opportunities in a pleasing
scenic environment and maintaining or enhancing wildlife and fish habitat.
Acquisition of these parcels would provide the opportunity to manage these
lands to maintain and enhance existing values for bald eagle and other wildlife
habitat, fish habitat, watershed and riparian values.
The parcels proposed for acqUisition are within a Bald Eagle Management Area
and a Habitat Conservation Arca identified in the report of the Interagency
Scientific Committee (Jack Ward Thomas Committee).
Habitat protection and improvement can bring significant long-term economic
bencfits to local resourcc dependcnt communities, Commercial and recreational
fishing t'csources can be substantially cnhanced ovet' time,
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Tobie F.2. (Conl'd.)
Name Length Description Classification Length Description
Bog8chiel 47.0 Source to confluence Wild 24.6 Source to Olympic NP boundary
w/Soleduck River Recreational 22.4 Olympic NP boundary to confluence
w/Soleduck River
Hoh 54.5 Source to Hoh Indian Wild 20.7 Source to Jackson Ck. In SE1I4 of
Reservation (RM 1.5) Sec. 12, T.27N., R.l0W.
Scenic 5.8 Jeckson Ck. to Olympic NP boundary
Recreational 28.1 Olympic NP boundary to Hoh Indian
Reservation boundary
Quinautt 32.3 Source to Lake Quinautt Wild 15.9 Source to Graves Ck.
Scenic 6.5 Graves Ck. to Canning! Ck.
Recreational 9.9 * Cannfngs Ck. to lake Qulnautt
Humptullps & 58.2 Cempbell Ck. to mouth Scenic 17.4 Campbell Creek 10 Olympic NF
West Fork 1/ boundary
Recreational 12.6 Olympic NF boundery to E. Fork
Humptullp. River
Recreational 4.5 E. Fork Humplullp. to Hwy 101 Bridge
Recreational 23.6 Highway 101 bridgo to confluence
w/We.' Fork Humptullp. River.
Easl Fork ScenIc 11.1 Sloveplpe Ck. in NEI/4 Sec. 9,
Humptulips T.22N.. R.8W.lo Olympic NF
boundery.
Recreational 13.4 Olympic NF Boundery 10 conlluence
w/We.t Fork Humptullp.
Wynoochee 11 Recreational 4.7 Clerk Ck. 10 heed of Wynoochee
Roservolr
Scenlo 3.1 FI.h Inlake dam 10 Olympic NF
boundary
Recreational 44.7 Olympic NF boundary to conlluan,e
w/Chehall. River.
South Fork Wild 3.6. Scurco to Rule Ck. In SE1/4 01 Sec. a,
Skokoml.h T.23N., R.6W.
Scenic 10.4 Rule Ck. to LeBar Ck.ln SW1/4 of Sac.
4, T.22N., R.5W.
Recreational 3.7 LeBor Ck. 10 upper end 01 gorge In
tNVl/4 of Sec. 22, T.22N., R.5W.
Wild 6.6 Upper end of gorge to gauging
,tetlon In NE1/4 of Sec. 2, T.21 N.,
R.5W.
Recreatlona' 3.2. Gauging atatlon to confluence 0'
N & S Fcrka Skokomlah River.
Eligible' Suitable: (Rocommondad for Do.lgnallon In the Preferred Alternallva)
Duckebu,h g.4 Olympic NP boundery, RM Wild 4.4 Olympic NP boundary to Brolhere
11.8, to eKlerlor Olympic Wllderne.. boundary In NE1/4 of
NF boundary, RM 2.2 Sec. g, T.2SN., R.3W.
Sconlc S,Q Brothera Wlldarne.. boundery 10
Olympic NF boundary
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ELIGIBLE RNERS, ()HER AGENCY I BOGACHIF.L
BOGACHIEL
GENERAL SETTING
The main stem of the Bogachiel is 46.7 miles in length, from its headwaters in the heart of the Olympics
to its confluence with the Soleduck River where the Quillayute River begins.
Over half of the Bogachiel, 24.3 miles, is within the Olympic National Park. Although none of the Bogachiel
River flows through the Olympic National Forest, about one-half mile of the river corridor is within the
National Forest boundary. State of Washington Department of Natural Resources lands border the river
on one side for 1.5 miles, and Washington State Parks for one-half mile on one side. For the remaining
distance the river flows through (20.4 miles) or adjacent to (2.0 miles) private lands.
River mileage by landownership is summarized below. Acreage within the river corridor basically correlates
river miles by ownership, except for the Olympic National Forest acreage.
Ownership Miles Acres
Olympic National Park 24.3 7780
Olympic National Forest (0.5) 80
State of Washington DNR 1,5 240
State Parks 0.5 80
Private 20.4 6760
TOTAL 46.7 14940
The Bogachlel rises In the central Olympics, between Bogachlel Peak and Mt. Misery. Flowing westerly,
the river quickly drops Into the dense rain forest of the western Olympics. Stream raaches above the
confluence of the main stem and North Fork (R.M. 33.7) are extremely steep with numerous cascades and
waterfalls. Downstream from this point, the stream gradient becomes low to moderate as the river generally
flows through a broad river valley.
The Bogachlel River system is one or the most productive anadromous fish rivers In the Region. Spring
and fall chinook, coho, chum and pink salmon, as well as steel head and sea. run cutthroat utilize the river.
Recreational use on and along the Bogachlells predomlnantiy linked to the fisheries In the form of drift
fishing, fisherman camps, and hiking Into the upper reaches of the river to fish. Hiking and camping along
the Bogachiel, enroute to the high country, Is a minor use of the river corridor,
Western hemlock, western redcedar and scattered hardwoods are major components of the forest within
the Bogachlel Valley,
Tho Bogachlells being evaluated 91 this time, as It was Identified In the Nationwide Rivers Inventory,
Olympic National Foresf . FEIS
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ELIGIBILITY DETERMINATION. VALUES
Scenic - Old-growth rain forest, rugged mountains, snowfields, cascades, rapids and waterfalls. Outstand-
Ingly remarkable.
Recreational - Drift fishing, camping, hiking. Above average.
Geologic - Typical Olympic Mountains and river valleys. Above average.
Fish - Major anadromous stream system. Regionally significant. Outstandingly remarkable.
Wildlife - Elk, deer, bear. Bald eagle habitat. Above average.
Historical - Nothing of significance, especially In the context of National Forest land. Average.
Cultural. Lower reaches fished extensively by Indians. Greater use than the typical major rivers of area.
Probable sites along the river. Above average.
ELIGIBILITY DETERMINATION - CLASSIFICATION
Water Resources Development. The Bogachiel River Is entirely free of impoundments and diversions.
Riprap and other bank stabilization have been used, on a limited basis, to protect improvements such as
the Highway 101 bridge and Highway 101.
Shoreline Development- The upper 24.3 miles is essentially primitive with Iinle evidence of human activity.
Riverside hiker camps may be seen occasionally. Downstream from R.M. 22.4, the Olympic National Park
boundary, to just upstream from the Highway 101 bridge (R.M. 15.6), there has been limited development
along the shoreline. Evidence of timber harvesting can be seen on the slopes beyond the river. Fields and
pastures are seen periodically.
A small development and the Bogachlel State Park are located In the vicinity of the Highway 101 bridge
at R.M. 15.6. From the State Park to the mouth, the s!:1oreline has few dwellings or structures. Evidence
of past and ongoing timber harvesting Is not readily apparent, due to the relatively flat topography and
forested area along the river. A Washington State Department of Wildlife steelhead hatchery is located near
R.M.9.
Accessibility - From its source to R.M. 33.8, the main stem of the Bogachlel Is accessible only by
cross-country travel. Downstream from the confluence of the North Fork and the main stem (R.M. 33.8),
the Bogachiel trail is located along the north bank of the river to the trailhead near the Olympic National
Park boundary (R.M. 22.4). From the Park boundary to Highway 101 (R.M. 22.4 to R.M. 15.6), there is a
road immediately adjacent to, or near the river on each side of the river. Highway 101 follows the river on
the north side to approximately R.M. 10.5. Easy access to the lower river (R.M. 10.5 to R.M, 0) Is through
a network of State, county, and private roads that approach or cross the river,
Water Quality - The Bogachlel and its North Fork meet Class M 'extraordinary' waler standards. This
meelS Federal criteria for aesthetics, fish and wildilfe propagation, and primary contact recreation (swim-
ming).
Conclusion. Tho Bogachlol meets classification criteria for Wild and Scenic Rivers, It has an 'outstand.
Ingly rcmarkablo'lIsh value, This river system should be further evaluated for Its suitability as an addition
to tho Wild and Sconlc Rlvors System.
F - 20
Olympic Noflonol Forest. FEIS
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ELIGIBLE RNERS, OTHER AGENCY / BOGACHIEL
Recommendations - The lead agency for this suitability analysis/study should be other than the Forest
Service, which has less than one percent of the area within the river corridor. With just over 50 percent of
the river corridor acres within Olympic National Park, the Park Service would appear to be the logical lead
agency.
Interim management of National Forestlands within the Bogachiel corridor should meet, or exceed the
criteria for the classification of Recreational River.
OlympIc NatIonal Foros! . FEIS
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. ELIGIBLE RNERS, NATIONAL Fe.. 3T I MAIN STEM & W. FK HUMPTULlPs(....
MAIN STEM AND WEST FORK HUMPTULIPS
GENERAL SETTING
The combination main stem and West Fork Humptulips, is 60.8 miles in length from its source to its mouth.
The upper 20 miles, from its source to A.M. 40.7, is within the National Forest boundary. For 18.5 miles
of this distance, it flows through National Forest land. The remaining 1.6 miles is bordered by private land.
Outside of the National Forest, the river flows through a variety of private ownerships in scattered parcels,
State Department of Natural Resources, Washington Department of Wildlife, miscellaneous other State,
and County lands. River mileage within the State Department of Natural Resources lands is 1.6 miles.
Private ownership along the west fork is in large tracts, predominately being managed for timber
production. Along the corridor of the main stem, the land ownership Immediately adjacent to the river is
generally in small tracts and individual ownership. Back from this 'river front. the ownership shifts to a mix
of small and large tracts, with the large tracts becoming about one.half of the acreage.
Acreage and mileage by ownership are summarized below. Acreage is based on a corridor one-quarter
mile wide each side of the river. The National Forest acres were extracted from the planning map data base.
West Fork Main Stem
Ownership Miles Acres Miles Acres
Within Forest Boundary
National Forest 18.5 5,920
Private 1.6 510
Outside Forest Boundary
National Forest 0.2 60
State of Washington DNR 1,6 510
Other State 11 2.8 450
County 0.1 30 1/ 0.4 50
Private 10.7 3,430 26.5 8,490
TOTAL 32.7 10,460 28.1 8,990
11 OwnershIp on one Ilde only.
Located in the southwest corner of the Olympic Peninsula, the Humptullps Is the southernmost river on
the west side of the Peninsula that flows directly Into saltwater, The Humptullps Is one of the few major rivers
that rises In the Olympic Mountains, Is entirely outside of the National Park, and does not have a major
snowfield or glacier at Its source. For much of Its length, the slopes adjacent to the river are forested with
dence stands of coniferous vegetation, Only in the very upper reaches of the West Fork Is the stream
gradient steep, By R,M. 57, the stream gradient has moderated to the extent that the river develops a
meandering course, and some of the more hearty of the anadromous fish species reach this point, At R.M,
F.98
OlympIc National Forest. FEIS
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46, the river passes through the West Fork Humptulips Gorge. The combination of a narrow channel,
rapids, and cascades through this section restricts the passage of most anadromous species. The East
Fork of the Humptulips joins the West Fork to form the main stem at R.M. 28.1. From this point to its mouth,
the river meanders through a broad, gentie-sloping plain. The river gradient is low. Long, gentle pools
alternate with short riffle sections. Chinook and chum salmon spawn in the main stream and its many
tributaries. Coho salmon utilize'the tributaries. The Humptulips is significant regionally for its anadromous
fish production. Fishing and associated uses make up the primary recreation use on the river, and within
the river corridor. Hunting is a major seasonal use.
The Humptulips and West Fork are undergoing consideration as a Wild and Scenic River because it is on
the Nationwide Rivers Inventory list, it was included in previous legislation and was identified during the
scoping process.
ELIGIBILITY DETERMINATION. VALUES
Scenic - Rushing waters, old-growth rain forest, visual variety generally common, except distinctive in
upper reaches, extensive timber harvesting. This river was evaluated by Washington State Parks for
inclusion in the State's Scenic Rivers system. Average.
Recreational- Camping and day use, limited hiking, extensive fishing (both bank and drift), hunting. Above
average.
Geologic. West Fork Gorge (locally significant), meandering river system, steep, rugged mountains.
Above average.
Fish. Regionally significant, three species of salmon, steelhead and sea-run cutthroat. Nearly 58 miles of
the main stem and West Fork utilized by various species of anadromous fish. Outstandingly remarkable.
Wildlife - Elk, bear, deer and other game and nongame species. Bald eagles sighted throughout the year,
Typical of west side Olympic drainages. Above average.
Historical. Limited evidence of splash dams associated with early logging. Early settlement In lower
Humptulips Valley typical of region. Some mining In upper West Fork. Average.
Cultural - Use by American Indians prior to arrival of white man. Use typically along lower river corridor.
No known sites. Average.
ELIGIBILITY DETERMINATION. CLASSIFICATION
Water Resources Development. The full length of the main stem and West Fork of the Humptullps are
free of Impoundments, diversions or major channel modification.
Shoreline Development - From Its source to R.M. 58.1, timber harvesting has taken place on one or both
sides of the stream for approximately 50 percenl of its length. Extensive ongoing timber harvesting may
be seen from the river. Campbell Campground Is localed at R,M, 57,5. From R.M. 58.1 to near R.M. 45,
the evidence of timber harvesting Is not as visible, as the riverbanks are quite high, often nearly perpendicu-
lar. Timber harvesting has generally been above the break In topography, or screened by hardwoods and
conifers adjacent to the river.
Olympic National Forest. FEIS
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Between R.M. 45 and A.M. 40.7, the National Forest boundary, evidence of past and ongoing timber
harvesting can be seen in the background. Timber harvesting in the foreground has been planned to
reduce the visual impacts. Below A.M. 40.7, evidence of timber harvesting is frequent and ongoing. From
the confluence with the East Fork near R.M. 28 to its mouth, the ownership pattern becomes one of many
small acreages. Houses, fields, pastureland, and small rural communities are evident.
Accessibility - From its source to R.M. 58.1, the river is readily accessible from the West Fork road which
crosses the river near A.M. 60, and parallels it aiong the north side to near Campbell Campground. From
R.M. 58 to the National Forest boundary,
R.M. 40.7, the main line roads are some distance :rom the river and generally out of sight. Access to the
river is by spur roads that approach, but seldom reach the river. There is one bridge across the river at
the gorge. but access to the river is nearly impossible at that point. From the National Forest boundary
(R.M. 40.1) to its mouth, the river is readily accessible from State, county and private roads.
Water Quality - From its source to the National Forest boundary (R.M. 40.7), the water quality is 'extraordi-
nary,' State Class AA. From that point to its mouth, the quality drops slightly to State Class A 'excellent,'
due to the level of development and use along the river edge. Both classes meet State and Federal
standards for aesthetics,fish and wildlife propagation and primary contact recreation (swimming).
ConClusion - The Humptulips and the West Fork meet the classification criteria for inclusion in the Wild
and Scenic Rivers System. There is an 'outstandingly remarkable' fish value. The Nationwide Rivers
Inventory indicated that the scenic and recreational values were also outstandingly remarkable. These
ratings are definitely too high. The key components to scenic values, mountains, cascading water, forests
and the river itself, are at best, typical of this physiographic province. Recreational use is primarily linked
to the fishery and wildlife resources, and is very seasonal. Again it Is typical of this province. Other uses
are seasonal (May-October) with recreational areas filled on weekends and holidays.
GENERAL DESCRIPTION OF RESOURCES
Lying entirely within the Olympic Mountains section of the Pacific Border Province, the Humptulips rises
in the lower flanks of the southwest corner of the Olympic Peninsula. Elevalions vary from near 3,200 feet
at its source, to sea level where it enters Grays Harbor. Within four miles of its source, the river gradient
becomes moderate and the sidewalls of the valley pull back from the river's edge, leaving a valley bottom
nearly one-half mile wide. This valley bottom widens to over two miles across, near the National Forest
boundary, and e:dts over a broad plain which extends to the ocean. The river has developed a meandering
character throughout most of Its length with areas of high, nearly vertical banks where It undercuts the
, slopes.
Stands of Pacific sliver fir mixed with Alaska yellow cedar with an understory of huckleberry and devllsclub,
are typic,al of the sifver fir zone found In the very upper reaches of the river corridor. The river drops rapidly
out of this zone, and upon reaching the point where the river gradient moderates, Is well within the western
hemlock zone. Western hemlock, western red cedar, Douglas.flr and Sltka spruce are the major conifer
component of the stand. Red alder, big leaf maple, and black cottonwood occur primarily along the river
edge and In wet lowlands. Huckleberry, vine maple, devils club, salal, Oregon grape, salmonberry and
western thlmbleberry are typical understory shrubs,
The entire length of the Humptullps Is readily accessible by road, In Its lower reaches, U.S, Highway 101,
State Highway 109 and various county roads parallel, cross and recross the river, Numerous private roads
reach or approach the river. Upstream from Highway 101 (R.M, 23,7), Forest Roads 22, 2204, 2208,
2208043, 2220, and numerous logging roads on private and State land access the river corridor,
F.100
OlympIc Narional Forost . FEIS
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Depending upon the segment of the river to be visited, the Humptulips can be as close as 10 miles, or as
distant as 45 miles from Aberdeen and Hoquiam. From Olympia, it is 75-plus miles while Seanle is 135 miles
distant. Chehalis-Centralia is about 100 miles, or a two-hour-plus drive.
Fishing, hunting, camping and day use are the primary uses within the river corridor. Floating the river, in
association with fishing, is a significant use. Recreational boating, canoeing and rafting is an increasing
use primarily downstream from Forest Road 22.
The Colonel Bob Wilderness Study Area became the Colonel Bob Wilderness as part of the Washington
Wilderness Act. The south boundary of the Wilderness is within the river corridor in the vicinity of Tea Creek.
The private land within the National Forest boundary is being managed for timber production. Outside of
the National Forest, the ownership and management along the river corridor is predominantly one of timber
production, especially upstream from Highway 101 and the community of Humptulips. Downstream from
that point to the river mouth, the pattern is one of rural and residential housing on small acreages, and
individual lots with scanered parcels owned by various timber companies. The State Department of Wildlife
has minor acreage within the corridor, as does the State Department of Natural Resources and Grays
Harbor County.
Water - Based on a long-term record (over 50 years), the average annual discharge as measured at the
USGS gauging station at R. M. 24.6, 3.3 miles downstream from the confluence of the east and west forks
Is 975,900 acre-feet per year, or 1,347 cfs. The drainage area upstream from the gauging station is 130
square miles, The total river drainage area Is 245 square miles.
Maximum flows on the Humptulips are generally associated with warm 'chinook' rains that follow early
snows In November, Depember and January. The maximum flow at the gauging station occurred on
January 22, 1935, with a flow of 33,000 cfs. The minimum flow of 82 cfs occurred on September 11, 1944.
This Is typical of the timing of low flows, late in the summer or early fall, following an extonded period without
rainfall.
While these represent the extremes, the more typical high and low flows would be In the range of 18,000
cfs to 19,000 cfs, and 130 cfs to 150 cfs.
Water for fish propagation Is the major allocated use oflhe water from the Humptullps and West Fork. Other
significant allocations have been made for domestic use and commerclal.industrial use (see Table F-51).
Tabla F.51. Allocallon of Water
Usa Group
Wo.l Fork
Main stem
FI.h propogollon
Domestic
Commerclol/lndusl,lol
Irrlgollon
Rocroatlon
62.47
20.07
4.47
1.96
0.10
TOTAL
0.10
88.97
Hydropowor potontlal for the National Forest portion 01 the river has boen estimated to be 88.9 Gigawatts
at tho 330% Ilxcoodance level. One slle In the Wost Fork Gorge, R.M. 46, hes been Identified. A proposal
Olympic National Forest. FEIS
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by the City of Ocean Shores for a run-of.the-river project was dropped following application for a prelimi-
nary permit. No hydropower projects have been proposed on the main stem of the Humptulips.
Water quaiity is 'extraordinary," State Class AA, from its source to R.M. 40.7. The increased level of
development from A.M. 40.7 to the mouth of the river, has resulted in a reduction of the water quaiity to
'excellent,' State Class A. Generally, the waters are so clear that the river bonom can be seen except in
the deepest poois. During periods of high rainfall or rapid snowmelt, the river will become murky, to a shade
of brown, depending upon the intensity of the rainfall or rapidity of the snowmelt. Water temperatures are
generally cool, except for two to three months during the summer when the water temperatures rise
adequately to permit swimming and water play. Thus temperature, not water quality, is the limiting factor
for primary contact use. Because the water quality is so good, fish and wildlife dependent upon the
Humptulips and its environs thrive, and can often be seen by visitors to the river and river corridor.
Fish and Wlldllte - Coho, chum, and chinook salmon, sea.run cutthroat trout, steelhead plus resident
cutthroat trout, utilize the Humptulips system and many of its tributaries. Large numb"rs of chinook, chum
and coho spawn in the main channel up to the lower end of the gorge.
Steelhead and possibly coho salmon will pass through the gorge, and utilize the river up to the area of
Campbell Campground at R.M. 57.7.
Based on the anadromous fish habitat, lhe Humptulips and the West Fork systems have the estimated
annual production of nearly 80,000 adult fish. Approximately 18 percent of this habitat capability is wilhin
the National Forest boundary. The remaining 82 percent Is outside the National Forest on State, private
and other ownerships. See Table F-52 for potential production capabilities.
Table F.52. Estimated Annual Habitat P,oductlon cepabllltle. lor Aned,omou. Salmonld.
Potential Parameters Chinook Coho Sleolheed Sea.run
Cutlh,oel
Spewnlng Populallon.
National Forest 400 2,150 1,870 1,870
Private & Other 2.200 11,000 10,400 10,400
TOTAL 2,500 14,050 12,270 12.270
Smoh Producllon
National Forost 56.000 80.000 32,000 32,000
Prlvole & Others 31 t ,000 444,000 178.000 178,000
TOTAL 367,000 524,000 210,000 210,000
Adult Producllon
Nallonel For..t 2,410 6,370 2,800 2.800
Private & Othors 10,980 29,020 12,780 12,780
TOTAL 13,300 ~.390 15,560 15,560
NOTE: Producllon d.ls 10' chum solmon II nol Includad duo to Inlufllclenl Information.
F.102
Olympic National Forast . FEIS
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Generally, all of the wildlife species found on the west side of the Olympic Peninsula can be found as
residents of, or visitors to the river corridor. Some of the more common large animals are Roosevelt elk,
black-tailed deer, black bear, cougar, coyote and bobcat. Smaller mammals include racoon, mink, beaver,
mountain beaver, rabbit and skunk.
The valley bottoms, south slopes and river corridors provide winter range for big game, mainly elk and deer,
from the vicinity ot Campbell Tree Grove, A.M. 57.5, downstream.
Blue grouse, ruffed grouse and pigeons are common game birds found in the area. Ducks, ospreys,
eagles, kingfishers and a variety of water birds inhabit the water edge and adjacent river corridor. The
northem baid eagle is the only threatened wildlife species known to inhabit the area. The old-growth timber
in the upper west fork, adjacent Moonlight Dome Special Management Area and the Colonel Bob Wilder.
ness, is suitable habitat for the northern sponed owl, a sensitive species.
The riparian habitat In the reaches upstream from Highway 101 is generally in excellent condition, with only
a few areas where the habitat has been significantly modified. Downstream from Highway 101, the riparian
zone tends to become increasingly modified as the acreages become smaller, and individual building lots
increase.
Recreation - Recreational use on the river, and within the river corridor, tends to fall Into three use areas.
One group is directly dependent upon the river for fishing, both from the shore and by drift boat. Another
group is associated with the river but not dependent upon it, such as for camping, picnicking, hiking and
other day use. The third user group would probably occur even If the river wasn't there: I.e., hunting,
mushroom picking and driving for pleasure.
Wllhin the Humptullps River corridor, most of these activities will occur within the ROS classification ot
Roaded Modified. Only in the lower reaches, does the level of development increase to the extent that the
recreation opportunity would be classified as Rural.
Nine developed sites occur along the river. The Department of Wildlife has six boat launch siles Wilh launch
and parking facilities. Campbell Tree Grove Campground, within the Olympic National Forest, provides a
rustle camping opportunity. (See Table F.53.)
Olympic NatIonal Forest. FEIS
F.103
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Table F-53. Developed Recreallon Sites
National For..' Sit..:
Capacity Managed Projected
Site ROS Cia.. PAOT Sealon Day. 1988 Use AVO'e Capeclty PAOT
Campbell Tr&O Grove Roeded 60 191 1300 12S
OIher Agency Shes (Soet Leunch sae.):
Maneglng Approximate
sae Agency River Miles Soal Launch Comments
Wildemesa WOW 6.2 1 Pa,klng
Dike Rood rrr 7.9 1 Rough launch/parking
Damon Creek GH 10.3 1 Rough launch/limited parking
Gravel Bunker WOW 12.2 1 Rough launch/no parking
Weyerhauser WTC 13.4 1 Rough leunch/llmlled parking
Walkar Rood WOW 16.8 1 L1maod pa,klng
Railroed Bridge WOW 23.0 1 Parking
eelt Humptullpa Rood WOW 24,8 1 Rough launch/limited parking
arittaln Creek GH 25.7 1 Rough launch/limited parking
Numerous undeveloped, informal camping, picnicking, general day use and boat launch sites exist along
the river. In 1988 there was an estimated 4,500 Recreation Visitor Days (RVOs) of dispersed recreation use
In the National Forest segments of the west fork corridor.
Opportun~ies for drift boating, rafting, canoeing and other forms of river floating is extensive. Put-In sites
are available along the river, up to the concrete bridge on Forest Road 22 (R.M. 36.5),
Because of the flat gradient, there is only limited white water. No extensive skJlls are required to float the
river. Additional developed boat launch facilities along the lower West Fork and main stem Humptulips
should be developed to accommodate potential use,
A 3.mile section of the old West Fork Trail between the West Fork shelter remains to this day. It basically
follows the river edge and provides a river oriented experience. No other riverside trails exist except the
boot.worn fisherman trails that have come Into existence through use over a number of years. One access
trail, the Lower petes Creek Trail, reaches the river near R.M. 53.6. There Is a proposal to extend the West
Fork Trail by an additional 1 0 miles, utilizing any remains of the old West Fork Trail that fit Into the system.
This will ultimately provide a trail from the West Fork Gorge to the West Fork slide, a total of 14 miles of
riverside trail.
F .104
Olympic National Forest. FEIS
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Table F..54. Recreatlona. ActlvhlH (Estimated Recreational Use _ RVOs and Trends)
1988 2000
National Forest Developed Sites 1.300 1.600
Undeveloped Recreation 41.500 47.400
Boating (f1atwater, whitewater) light Lighl
Water Play (swim, wade) lIghl Light
Fishing Light Lighl
Hunting High High
Camping Light Moderate
Hiking Llghl Moderate
Picnicking Light Moderate
Viewing Scenery Light Moderate
TOTAL S,BOO 7,100
Historical/Cultural - Knowiedge of use by Indians is very limited. It is known that fishing for salmon and
steelhead along the lower reaches of the Humptulips was done by bands and members of the Humptulips.
While permanent villages probably existed aiong the lower Humptulips, not much is known about any
specffic sites. Considering the extremely rugged lerrain, severe cliffs and sidewall canyons, it would not
seem likely that significant use occurred very far upstream, especially since resources were plentiful for
many river miles downstream to Grays Harbor.
Early logging, In the West Fork Drainage (about 1909), utilized splash dams to assist In transporting logs
down the West Fork and Humptulips Rivers. Littie evidence remains of these structures, 251
Minerals/Energy. Following the outbreak of World War II and the Increase In demand for manganese, a
flurry of minerals exploration occurred within the Humptulips Drainage. The historic Campbell Mine Is a
remnant ot this effort, No claims were patented and current mining activity Is dormant. The potential for
any locatable minerals 01 commercial value Is extremely low.
Oil and gas exploration In the Grays Harbor area dates back to 1901, and has continued on an Intermittent
basis since that time. In 1922, the first well within the river corridor was drilled near R.M. 3.5. A trace of
natural gas was found. While other drilling has occurred within the general area, none has been within the
river corridor. 271
In the early 1980's, a renewed Interest resulted In leases being Issued lor nearly all of the National Forest
lands within the Humptullps Drainage, Following limited seismic exploration, nearly all of the leases were
allowed to lapse. Due to the geologic formation within this area, the potential for future exploration and
possible production remains lalrly speculative.
Common variety minerai material, utilized for crushed road rock, Is a valuable resource lound within the
river corridor. Within the National Forest, lour existing rock sources are located on tho river terraces within
the corridor. These are key In providing surfacing for roads In the area. A numbor of similar sites exlsl on
State and private lands outside of the Forosl boundary. Most 01 these arc sited on gravel bars or old river
terraces.
MI Olymplo Nellonal Foroa' 197e.
m McFarlend 1903,
OlympIc Nat/onal Forost . FEIS
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WEST FORK HUMPTULlPS RIVER
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STANDARDS AND GUlDELlNI( MANAGEMENT AREA PRESCRIPTIONS ( )
MANAGEMENT PRESCRIPTION A48 - RIVER CORRIDORS
GOAL: To retain the inherent vaiues of these rivers, and to provide a variety of outdoor recreation
opportunities in a pleasing scenic environment while maintaining or enhancing wildlife and fish habitat.
DESIRED FUTURE CONDITION:
Minimum Management Rivera: Generally inaccessible by road, but can be reached by trail or water.
Vegetation is varied in size, species, and age and is generally the product of natural succession. The
opportunity to interac: with a natural environment, generally away from the sights and sounds of other
people, is provided. A high degree of challenge may be offered. Rivers are basically free flowing.
Low-head dams and diversions, while permitted, are not likely to be tound.
Natural Management Rivera: Some evidence of timber harvest and housing may be visible, but the
shorelines are generaily undeveioped. The forest along the riverbanks generally appears natural
when viewed from the river. The rivers are accessed In places by roads. Roads may reach and
occasionally bridge the rivers. A challenging interaction with the natural environment is often avail-
able. Rivers are generally free flowing. However, limited diversions and low.head dams may be
present.
General Management Rivers: The rivers may be reached by road, trail, or boat. Timber harvest may
have occurred near the river and be visible from the river and riverbank. The shoreline generally
appears natural as viewed from the river. Residential housing and other limited development may be
present in the river corridor, Users of the river and adjacent areas are likely to share their recreational
experience with other Individuals or groups. Some diversions and low-head dams may exist.
APPLICABLE NATIONAL FOREST AREAS: Land adjacent to identified rivers. For planning purposes, a
corridor is considered to extend a distance of one.eighlh mile on each side of a river channel.
MANAGEMENT INTENSITIES: Three Intensities are included.
1. Minimum (MBM)
2, Nalural (A4BN)
3. General (MBG)(/"
STANDARDS AND GUIDELINES:
A. Recreation
1. Minimum Management Rivers
a. Whhln the river corridor, the Visual Quality Objective of Retention shall be met.
b. Recreation shes may be developed which provide Seml.prlmitlve Non.Motorlzed opportu-
nities.
c. Recreation lacllhles should be designed, constructed, and maintained as primitive and
rustic facilities, utilizing native materials when and where possible.
IV.78
OlympIc NatIonal Forest. Plan
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d. Motorized travel should not be permitted within the river corridor, except for administrative
use.
e. Trails may' be developed, but should be located and constructed to be unobtrusive from
the river or riverbank. The system should be developed and managed to disperse use to
sites that are suitable for overnight camping and/or offer interesting day use opportunhies.
f. Recreation special uses may be approved for the purpose of providing a river-oriented
recreation e;.'perience if it is consistent with the Desired Future Condition.
2. Natural Management Rivers:
a Within the river corridor, the Visual Quality Objectives of Retention and Partial Retention
shouid be met as seen from the river and riverbank.
b. Recreation management should provide Semi-PrimitivE! and Roaded Nalural opportuni-
ties. .
c. Recreation sites may be established in close proximity to the river, but shall be widely
spaced, blend with the natural landscape, and be screeoed from the river.
d. Motorized travel may be permitted where compatible with the ROS.
e. Trails may be developed, but should be located and constructed to provide access for the
river user while not being obtrusive as seen from the river.
f. Recreation special uses may be approved for the purpose of providing a river.orlented
recreation experience consistent with the Desired Future Condition.
'\i
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3. General Management Rivers:
a. Within the river corridor, the Visual Quality Objective 01 Retention or Partial Retention
should be met as seen from the river or riverbank.
r
b. Recreation sites may be developed in close proximity to the river, and should be for the
purpose of provIding a rlver.orlented recreation experience consistent with the Desired
Future Condhlon.
o
c. Motorized travel on land and waler may be permitted.
d. Recreation special uses may be approved for the purpose of providing river-orlenled
recreation experiences.
B. Wildlife and Fish:
1,
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3.
Habitat should be managed to maintain 70 percent or more 01 the area In thermal/hiding cover.
Major projects within river corridors should be coordlnatod Wllh tho Washington Departments
01 Wildlife and Fisheries, and with applicable Treaty tribes.
Large organic debris that enters these rivers should bo loft In place unless ft Interferes with or
degrades the river values.
OlympIc National Forest. Plan
IV.79
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C. Timber
1. Timber harvest shall not be programmed in corridors managed at the Minimum management
intensity. H?\rvesting can take place in conjunction with salvage under catastrophic conditions
(wind, fire, insect outbreak, or disease), provided such activity is used as a tool to maintain or
enhance the river corridor management goals. Restoration of such an area will be designed to
retum it to its desired state.
2. Timber harvest shall be programmed, but must be designed to meet the Desired Future
Condition and Goal of the prescription for areas managed with the Natural and General man-
agement intensities.
3. Fuelwood gathering may be permitted. Seasonal restrictions may apply.
4. Salvage cutting unit sizes and shapes should vary within a particular area Factors such as
natural openings, distance zones, closeness to the viewer, viewer position, and topography
should determine the size, shape, and panern of proposed units.
D. Minerals and Energy
1.
Development of aggregate sites shouid not be permitted.
2. Low head run-of-the-river hydropower projects may be permitted.
E.
Lands
Recreation special uses should be for the purpose of enhancing the river-related experience.
F.
Facilities
1. Facilities should be designed, constructed, and maintained to be compatible with the character-
Istic landscape, repeating Its natural form, line, color, and texture.
2. Road construction within river corridors should be discouraged and shall be consistent with
corridor management objectives.
3. New overhead utility lines should not be permitted within river corridors managed under this
prescription. Any development of utility corridors within these river corridors should be discour-
aged.
G. Prolectlon
1. Fuel treatment and site preparation should be designed to protect hardwood and conifer
reproduction, understory and ground cover vegetation, snags, leave trees, and downed materi.
alln riparian areas.
2. Fire suppression techniques which minimize visual Impacts should be utilized.
3. Heavy equipment may be used In fire suppression where the overaUeffects 01 the lire and its
suppression would result In loss Impact on the environment.
IV.80
Olympic National Forest - Plan
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4. For moderate to high intensity wildfire (flame length over two feet), the appropriate response
(strategy) should be Control.
OlympIc Natlf'1al Forest. Plan
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
ME~'l5f1AtfiwE" Public Works Director/County Engineer
Date:
July 6, 1998
From:
Monte Reinders
Engineer III
Through:
Frank Gifford
Engineering Services Manager
To:
Klara Fabry
Public Works Director/County Engineer
Subject:
Dowans Creek Road Slide MP 1.45, County Road No. 146809
Per the decisions reached at a June 2, 1998 site meeting of County personnel and Fish & Wildlife
biologist Mark Ostwald. the Jefferson County Maintenance Division is currently performing work
rcquircd to satisfy thc provisions of the original HPA issued for road rebuild work completed last
year. This work consists primarily of recstablishing natural slope configurations by outsloping
thc old road bed. removing fill and culverts, eliminating areas of water ponding, and revegetating.
In addition, the following work is to be completed to improvc drainage and new road durability:
1. Ins lope existing road to ditch.
2. Upgrade ditch cross-section and provide rip-rap lining.
3. Upgradc main culvert inlet.
4. Provide outboard ditch to prevent runoff over slope.
5. Place wood debris in slide bowl featurcs to slow erosion and support slumping soils.
This work is viewcd as a maintenance project and is being supervised by County Maintenance
personnel. Mark Ostwald has given approval to perform work and has been informed of work
sehedules to facilitate any inspcction that he may wish to perform.
Scverallong-term altcmatives were discussed at the site meeting. Thcse included the following:
I. Complctc rcroute of the road with altematc acccss point from US 101 ($1.5 million).
2, I-mile reroute above and around slidc ($',1. million).
3, Rock toc buttress with horizontal drilled drains ($1 million).
Thcse altemates werc dismisscd for thc following reasons:
Option I: High expense
Option 2: High expcnse
Olllion 3: High expcnse; qucstionnhle long-tenn effcctivcncss
100% Rocyclod POflor
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Dowans Creek Road
07/06/98
Page 2
Recommendation:
Given the low usage of the road (average spring/summer ADT of 100 at MP 0.04) and the high
costs associated with slide mitigation or permanent road rerouting, those present at the meeting
agreed that response to future road slides could continue to consist of upslope rerouting. There
does not appear to be an imminent threat to the road from existing slides. However, the time
required for the slide head scarp to migrate the 25 to 50 feet upslope required to damage the
current road is unpredictable and may take years or could occur suddenly as the result of an
unusual stonn even\.
The Dowans Creek Road provides the only access to residents (perhaps a half dozen families)
living beyond the slide. Therefore, a rapid response to any emergency situation is crucial. It is
recommended that the County explore and develop an emergency contingency plan, possibly
consisting of right-of-way agreements or purchases, with the property owners (primarily the
DNR) along projected road alignments in order to avoid right-of-way acquisition delays during an
emergency. The County may also wish to explore a temporary emergency alternative using an
existing Rayonier logging road along Hemphill creek. This is shown as a connecting route on
Metzger maps but may not be accurate.
In order to maintain reasonable road grades, each successive reroute has become longer. At some
point, it will become worthwhile to explore a permanent reroute which avoids the slide altogether.
It has been shown that the least expensive alternate would consist of a I-mile upslope reroute
tentatively estimated to cost $750,000, The County may wish to pursue this alternative if funding
can be secured.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O, Box 2070
1322 Washington St.
Port Townsend. WA 98368
(360) 385-9160
Klara A Fabry, PE., Public Works Director/County Engineer
Memorandum
Date:
June 3, \998
From:
Monte Reinders
Engineer III, Jefferson County Public Works
To:
Frank Gifford
Engineering
Mark Ostwald
Dep!. ofFish/WiIdlife
Aubrev Palmer
Maintenance
Mel Fraker
Maintenance, West End
Subject:
Dowalls Creek Road (Road No. \46809) - June 2, 1998 Meeting Summary
A meeting of the above individuals was conducted at the Dowans Creek Road slide area
(approximatcly M,P. 1.45) on Junc 2, 1998 to rcvicw outstanding HPA items, maintcnance and
drainagc issues, and to discuss potcntial long-rangc solutions. The meeting began at
approximalcly I PM. The following is a summary ofthc itcms discussed and tcntative decisions
rcachcd, as I understand thcm. If you arc not in agrccment with any portion of this mcmorandum
or fccl that somcthing should be addcd, pleasc Icl mc know within 3 days of rcceiving this
corrcspondcncc so lhatl can includc in thc final vcrsion for the filc.
I. A gcncral overvicw of thc slidc history was providcd by Aubrcy and Mcl. Thc slidc is
gcncrally agrccd to havc bccomc a problcm (for thc road) in the mid- 80's. Documcntation
cxists in lhc filc which idcntitics thc sliding to havc bccn concurrent with a shift of the rivcr
into thc bank below the road during this timc framc. At various times, thc entire river encrgy
has bccn coneentratcd on various portions of this bank, Thc current road rcprcscnts thc third
road bcd (sccond rc-routc) during the 90's. It was agrccd that upslopc surfacc and
groundwatcr sourccs arc cvidcnt, and a major contributing faclor to instability. It is the
County's position thatthc road is not a causc or contributing factor to the slopc instability.
2. Outstandinu lirA Issues: A copy of thc original IIPA along with the 1996 Icttcr preparcd by
Chris Byrnes (Statc Dcpt. Fish and Wildlife) idcntifying uncompleted work itcms was made
availablc to cvcryonc prcscnt. The oUlstanding issucs focus primarily on:
a. rcmovul of till from old road bcd(s)
b, rcmovul of an old culvcrt
c. rcvcgclution
d. rcgrading to rcstore nuturul druinagc
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Meeting Summary. June 2. 1998
Page 2
In general, the County agreed that these items can be corrected. Fill will be removed where
possible and/or incorporated into regrading to provide sheet flow and avoid trapping water
behind old road beds or in tension cracks. The culvert will be removed and the area
revegetated with a combination of hydraseed and hemlock trees. Proposed work will be
diagramed and described for subminalto Mark Ostwald prior to initiating work. Mark will
be notified prior to initiation of work with schedules, so that he can be on-site for
inspections, etc. when appropriate. It is understood that this work will be accomplished this
summer and would not require a new HP A to complete as the existing one does not expire
until September 15, 1999.
3. Other Imorovements: In addition to the items listed above, other improvements were
proposed. The following are understood to have been agreed upon and will be complet~d this
season:
a. Upgrade existing ditch on inside of road to include dressing its shape and armoring with
spalls, appropriate fabric, check dams, etc. Improve existing culvert inlet area,
b. Ins lope roadbed to ditch. (Correct from current outslope condition).
c. Provide a ditch on the outside of the road to collect any additional water and route to
appropriate drainage area (probably near the culvert outlet).
d. Drain other areas where water is currently being trapped 10 reduce infiltration into the
subsoil.
Above items would be designed through either Maintenance or Engineering where
appropriate. Other items discussed include:
a. Use of stumps and large wood debris in the bowls left by several slides to slow erosion
and trap soil, which may come from above in future slides. This would ultimately have
the effect of reducing soil transport off the slope into the river and could slow the
landsliding process.
b. Creating a second culvert localion downhill from the existing large culvert as a backup.
It may be worthwhile to take a dilch all the way to the base of the slope tc near where
another culvert exists to provide a proper discharge point for this water. In general, this
was conceived as a backup system as it was felt that routing all of the water to the base of
the hill would be too long a run, creating high energy flows with potentially destructive
force. The whole ditch/culvert system should be engineering based on flow estimates.
c. Tightlining waler from the culvert to the base of the slide. Some participants indicated
this would create an undo maintenance burden and would likely not last. Others feIt the
option deserves more study, possibly using a flexible ha1t:pipe material. The idea would
be consistent wilh the goal of keeping as much watcr as possible off the slide (or potential
slide) area, which is usually recognized as a key clement of any landslide control
program,
It is nol known whether a new BrA would be required for any of thc work in Item li.!J...J.. It
is recognized lhatthe work should be completed this summcr.
4. Lonll-lem1 Solutions: Long-term solutions which were briefly discussed included, rc-rouling
along a Rayonier road by Hemphill creek, re-routing the road further up the hill, rock toe
butresses in the river, horizontal drains, bridges, and engineered log jams, Thcse wcre
dismissed al this meeting as too costly and, in some cases, as being of questionable
effectiveness, The recommendation of those present from the County was to approach the
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Meeting Summary, June 2,1998
Page 3
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site with a pro-active maintenance plan and reactive maintenance to future problems. In
general it was felt that access could be provided to residents in the event of an emergency by
moving the road further up the hilI. It was suggested that an emergency contingency plan be
investigated with upslope property owners (DNR).
Mark Ostwald asked whether the services of an outside Geotechnical Consultant should be
considered. County staff present indicated that, in their opinion, the conclusions of a
Consultant would be similar the County's engineers and that a Consultant's services would be
more appropriate if design of a long-term fix were proposed. However, it was the opinion of
those County members present that the cost of any potential remedial construction would be
extremely high and, given the usage of the road, unwarranted. Long-term effectiveness was
also questioned as well as cost to maintain drains, buttresses, etc.
Meeting adjourned at around 3 P.M.
Walicized and underlined items corrected June 9. 1998 bv MM&
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DOW ANS CREEK ROAD (S. BOGACHIELl MEETING OUTLINE - 612198
Summary: Satisfy HP A; provide drainage of slide area; explore long term options.
I) HPA Issues
a) Remove old road fill (HPA #8, 12,)
b) Outslope old road bed and restore drainage (HPA #8, 12)
c) Revegetate old and new road locations (HPA #10, 11,12,21)
d) Old culverts removed? (HP A #9)
2) Interim drainage/road improvements (route water away from slide area)
a) Collect water from upslope - 2 intcrminent streams
b) New ditch to carry water to base of hill
i) Design ditch and upgrade culvert at bottom of hill
ii) LinerslRip rap
iii) R/W
c) Inslope new road to ditch; possibly reduce grades?
d) Remove existing culvert
e) Identify & drain other areas of ponded water (Le. slope to drain)
t) Correct areas outside road per HP A (Le. slope to drain)
g) Tension cracks - drainage
h) Cost? Other? Open maintenance job number (Aub)?
3) Long-term solutions - Are they warranted; look at overall slope stability
a) Hemphill Creek Re-roule
i) 2.2 miles; mostly Rayonier land + a few others
ii) $1.5 million - permanent road
iii) As emergency access contingency
b) Upslope re-route
i) I mile; Rayonier and DNR land
ii) $650,000
c) Rock toe buttress and drilled drains
i) 1,000 - 1,500 feet; County purchased most land in '94
ii) $800,000 + regrade costs
iii) Long.term maintcnance
iv) Howeffective'l
d) Enllincered LOll Jams
i) <$100,000
e) Do nothing
i) Maintenance cost pcr year?
ii) Contingency for emergency access - Where?
t) Othcr?
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Slate of Washington
DEPARTMENT OF FISH AND WILDLIFE
Mailing Add,ess: 600 Capilol Way N. Olympia. WA 98501-1091 . (206) 902-2200; TOO (206) 902-2207
Main Office Location: Nalural Resou,ces Building, 1111 Washington Slreel SE. Olympia. WA
July 2, 1997
SUBJECT:
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RECE!VED\
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JUL 0 3 1997 ~
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JEFFERSON COUNTY ~
, II It:lLl~ WORKS DEPT. ~
Non-Compliance With Hydraulic Project Apprb:,y..i;l;..:.:{'-HP-Jlrr- - --~
Culvert Installations, Road Construction - Bogachiel River
and Unnamed Tributaries to the Bogachiel River, Southwest
Quarter Section 01, Township 27 North, Range 13 West,
Jefferson County, WDFW Log Number 00-56285-03, WRIA
20.0162.
Jefferson County
Department of Public Works
ATTENTION: Klara Fabry, Director/County Engineer
P.O. Box 2070
Port Townsend, WA 98368
Dear Ms Fabry:
I am bringing to your attention your departments non-compliance with
the conditions of the above referenced HPA. Provisions three, seven,
eight, nine, 10, 11, 12, 13, and 21 were not complied with. We have
no record of notification as required per provision three.
We view the non-compliance with the above referenced HPA as a gross
violation of RCW: 75.20.100. A violation occurred on this project
prior to the issuance of the above referenced HPA. The violation was
noted in the HPA, and the HPA included requirements for stream .
restoration. Despite the previous violation, your department failed
to comply with the HPA as it was issued. We were never notified by
your department of any problems you had complying with provisions of
the HPA. Your department also made no appeal of the HPA.
We look forward to receiving a response.from you on this issue. We
recommend that you develop a plan to bring this project into
compliance with the HPA. You will need to apply for a renewal of the
HPA to complete the work. We also would like to resolve this problem
in the simplest and most cooperative fashion, but we remind you that
there exists both a hydraulic operating season and a legal deadline
for this project.
If you have any questions regarding the status of this project please
contact me in Forks at (360) 374-9506.
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July 2, ~997
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We appreciate your cooperation in our efforts to protect, perpetuate,
and manage the fishery resources of the State of Washington.
Sincerely, ~~J .$t/~
Chris Byrnes
Area Habitat Biologist
Habitat Program
cc: Quileute Natural Resources
Post Office Box ~87
La Push, Wa 98350
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11:01AM DEPT FISHERIES
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Dll'All_N' Of ,IIllPIEI
R.C...75.30.100
R.C... 75.30.10.3
141 November 1, 1995
C_Ilcono slIeuld ...for to Ohl. ciao. In all corrnpendonco)
_ 1 Of ....!.- 'AGI'
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WJ.TE 98368m
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'l'IIUl IoIJlJ:'1'ATXOII.' [!] T"IS "OJICT MY IIGIN
. Immediately-Prv 2
'M'S APPIIOVAL tl TO" AYAILAlLIIW T1di JDa 11,. AT ALL ,... &lID IT.PllDVISlmd FCl.L~ IV Tie! PBIIllT!! Aim ClPIUTCIl PlIClOIMIIG
IlILlllllIL.
'WNl!PMAln' r.P.!IP.RAI PRllvt~IOMI 0" _~ ~mp. 0' APPRn'lAI
NOTE: This ~YdraU11c pr01ect AP~oval (HPAliis written for the reD lace-
ment or the South !ogachlel Road, Th s HPA also includes s~ream
restorati~n, It doee not constitute aniatterh~e-tact HPA for
~g~L~r:Yt~g~€Yac~giy~t~AbeAg~ ~~so~~ ~:iIereq~h:a::~.l!~:e
from any leqal responsibilities lor that p~ev ou.ly oonducted
work, : An HPA Hold Letter was issued on th~s applicat~on on
September 15, 1995.
1. In adfition to ths ~rovi.ion. listed btlOW~ and :lcept as modif!ed
~lo~~ :n~r~iea~~sW~t~ ~~a;~h~:la~g~ld:~:d g~foH~Bt a~:9~pa~~~ica-
submitted to Wa.h~nqton 8epartment o~ Fish and W dl~. (WDfw) on
Outober 17L 1995, These plans retlect design cr tar a per Chapter
220-110 WA~, A copy of these plane, shall be ava lable on site
durinq conetruct1on. .
2. ADDITION~L TIMING LIMITATIONS: work below the OHWIo may beqin
immediately and shall be com~leted by September 15, 1996. This HPA
is valid ~htil september 15, 1999 which 1nclwde. an additional
reveqetatlon period per P~ovisions 10, 11'1andi21, Work shall only
occ~r within the aaove-refQrenced t me 1 m tat ons when the stream
18 1n a low-tlow period and when aiPosit ve separat10n betw~~n th~
stream and the work area can be ma ntained.
SEPA SUBSTANTIVE AUTHOR1TYI Tbe to110winq conditions are re~ired
~ur.uant to substantive authority derived from SBFA (RCW:L43.21C.060,
WAC 197-11-6l5!O) (CHAPTER' 332-19-1.30 (5) (b)), Th... gonci t:l.ona/
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I!'., MONS, Jellferaon county June 19, 1995. ,
RnIOH.~ H.S'~T /lAflAG'.. " Chris l!yrnes (360) 374-91506
P.T~OL . pet:erBon h 7 [P3 J
.PP~leaNT . WI~DLln . UAOU ' PATROL. 1tA1. HClI. . UIl
DIPIRTKIMT or 'Fl8RBlIE8
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BYDllAut.IC PROJECT
Al'PRovaL
R.C.W.75.20.100
R.C.W.75.20.103
~ November 1, 1995
(~lIPlIcont ""auld ,,'er ta this deCo In 01\ correopcrlllonco)
PAGE~Of .!i.- P~S
DlPAIlTf'UT Of f1S.UIU
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(206) 751-6650
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, '" I!!lwarf"BolJachiel iRi vl!'r
, COIIlROLO"tr,!l~6385_02
l!]I/IIIA
20,0162
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mitigation m.asures are related to the tollowinq impacts to tish life
i~Q"~1f1~~ ~n OU~~Qaponac to tho Hitiq~tQd OKS iaaucd bV ~Qffcroon
County on Au~st 3, 1993. ,
a, Erosion/sedimentation;
b, Destabilization o~ earth flow material and mass wastinq into
tha BOqachiel River. and
c. Los~ of larqe orqanlc debris and litter to the stream channel.
3. NOTIFICA~ION REQUIREMENT: The re~1ttee or contractor shall notify
the Area 'Habitat Biolog~st (AHB listed below by fax at (360)
374-j9572 or mail at WDFWt 551 T lliQ~ Lane, Forks[ WA 96331, of ~he
pro ect start date and a~ the completion ot each s~aqe of the pro1ect
requiring inspection as specified ~.low in Provisions 7, 11{ and 13,
and at tne completion of the final J:)l'o1ect to determine if a<1dit:1onal
measures will be necessary ~o restore fish habitat that may have bee
damaqed as the result of any work Pr.vtOUBIY conducted below the
OHWL without a valid HPA, These notlt cat10ns shall be received by
the AHB ~t leaat three working days pr or tojthe start of construc-
tion act~viti.s and at each .eaqe ot the pro ect re~ir1nq lnspei-
tion, The notification shall Include the permittee'S name, p~o ect
location, startinq date for workr and the control number for thi
HPA, The permittee shall set up an on-sito m~et1nq with tho AHB
listed above to inspect each stage of the pro ect 6s they are
completed and before any additional work OCCU S on any a~<11t1onal
Gta~es of the project.
4, Existing ,horoline veqetation including any trees outside the road
prism snall not be removed or disturbed.
5, Every etfort shall be taken durinq all Phales of this pro;ect to
ensure that s,diment-laden water 1s not al owed to enter any stream.
This ~ay reqUire the use of staiw bales, f Iter ~a~ric, mattinq,
~i:~il:tt~~:a ~~flipmE~~:r~rS~th:~nia~~~i:1,c~~~/ora!:m~aii~:
mulchin9 of exposed area8.
6, Extreme care ~hall be taken to .n8ure that no petroleum products,
hYdraUliciflUld~ sedim.nts, sediment-laden wat.r, Chemical., or any
other to~ c or aelet.r1oue mater1als are allowed to enter or leach
1nto any stream,
RESTORATION OI THE ORZGINAL ROAD LOCATION:
7, Th18iPort on of th~ project sh.ll be I~Pleted befo~. any Qtfor
~ort on 0 the proJect mal b.qln, ino ud1nI right ot way tim er
emoval outside oj: the ex stlnq road oca'l: on, Upon co1ilP1Gl'l: on of
he restoration of the or 91nal road looat onl the ARB shall b.
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P.'5
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KYDRAUL%C PROJBCT
7oPPJlOVar.
Oe'MTR!NT 0' P1S.ERIEI
Generel AcRiniet...cion Ildg_
ot_f., lIac/1fnvc,," "'"06
(206) 753-t650
DIPAllTMlNT 0' FISHEIIIS
R.C.W.75.20.100
R.C.W.75.:l0.103
~ November 1, 1995
(1IlPlIcen. l~auLd ..fer '0 ,hi, dlte in III eo.r~>
'ACIE~OF ~ PAGEl
~T~~erson County Public works~T~O)~;~9160
jgJl/ATr"aoqachiel River
1.1,1 COHTRlX. IMIIER
LW 00-56285-02
I!JlIItA
20.0162
notified .as required in provision 3 above to arrange an inspection
of this portion of the project before any additional work on the
project shall occur.
8. The remaining road fill at the original road location shall be
recovered down to the oriqinal slope and removed to a suitable
disposal site, The remaining road prism shall be out-sloped to a
natural condition that will prevent the trapping of water in the
road ditch.
9. The culverts and fills associated with the original road location
shall be removed and the culverts and till material shall be
removed to a suitable disposal site. The crossinq sites shall be
restored to a pre-project condition.
10. Di6t~rbance of the slope and any existing vegetation outside of the
original road location shall be limited ~o tfiat necessary ~o remove
the remaining road fill and restQre the site to its natural .
drainage. All disturbed areas withinithe r~stored road locat~on
shall De restored to pre-project con~ gurat1Qn and protected from
erosion by the use of matting. Concurrent with this portion of the'
pr01ect's eom~let10n, the slopes within the rQato~ed road location
shall b. reve stated with natlve or other app~oved woody specie~,
vege~at1ve cu tings shall be planted at a ma~lmum interval of thre.
feet (on center) and maintained as necessary ~or ttiree years to
ensure so percent survival,
CONSTRUCTION ~F THE NEW ROAD LOCATION I
11, Alteration or disturbance of the vegetation within the road right
of way shall be limited to that ne~i._ary to construct the new road
locatlon, Concurrent with excavation or dlsturbancer all disturbed
arel1s sha.ll be ]:)roteeted from ertSion us1nq s:Llt Iencee, matting,
vegetation or other means, Eros on and revegetat in measure_ 'fiall
be inspeeted by the AHB as descr bed above 1n Prov sion 3 within one
week o~ the start Of operations, Concurrent with he eompletion of
excavation, the banks shall be revegetated with natIve or other
aD~roved WOOdY specie.. Veqetat1ve cuttlnqs Shall be plantod at a
mft~imum intGr~al or three feet (on center) and ma ntained as
necessary tor three years to enaure 80 percent survival.
RESTORATION OF TH! EXISTING R~AD LOCATION:
12. concurrent w th theiopen "g for us. ot the new road lqcation, the
eKist1ng roa lQcat on 8 all be restored to a prewproJect con-
dition per PrOVisions 7 throuqh 10 above, .
13, within oneiweek at completion ot th. ~e.torationiof the existing
road locat on, the AHB ahal} be notified ae requ red 1n P~ov1.1on 3
above to arran~e an lnspGot on of th s portion ot the proJect.
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:!.IWIUA 20,01152
CULVERT ZNSTALLATZONS: 'These culverts are proposed tor installation 1n
locations where fish passaqe is not a concern.
14, The culverts shall be installed on the natural streambed. There
shall be no excavation of the streambed.
15, The culverts shall be installed in the dry or in isolation from the
stream flow by the installation of a by-pass ~lume or culvert, or by
pumpinq the stream flow around the work area.
16, A temporary by-~ass to divert flow around the work area shall be 1n
place prior to ~nitiation of other work in the wetted perimeter.
17. A s,andbaq revetment or similar device shall be in~talled at ~e
~y-pasc lnlet to divert the entire tlow through tne by-pa...
18, The by-paSS shall be of sUft1c1ent size to pas. all flows and debr1s
tor the duration o~ the project,
19, Upon completion ot the proiectL all material used in the temporary
by-pass Shall be removQa from ~he site and the site returned to
pre-projeot or improved conditione.
20, It a pumf ie used ~e PQmp shall be large enouqh to pump the enlire
stream a ound tho work area. Once the bUMC 1. started, it eha1
run cont nuouely until the streambed ana bank 1n the work area 8
restored, The pump di5cha~e 5h~11 be placed downstream of the
sandbaq dam into an area that will not Create erosion.
21. Alteration o~ disturbance o~ the bank .n~ bank:\veqetation ahal1 be
1 m1ted to th~t nece.sary to con,truct the pro eot Concurrent
w th culvert lnstallat1on, all disturbed areas shail he protected
from ero.ion usinq mattin91 veqetat10n or other means. ioncurr.nt
with proj'ect completion, eneibAnk8 .hai1 be reveqetated w th native
or oth~r approvea woody spec eD. Vegetative cute1nq. sha 1 be
g;f~€:In:a :.m~:a:~:a~~t,~ath~i.t~~:~sf~~to~~~r~Qig8~~r~~gt .
survival.,
22, wastewat.r from1~roiect activities .n~ ~ew.tar1nq:l..ha1l be rOQted
to an area oute a. the OHWL to a].low removal ot 1: n. sed:LmClnt and
othar contaminants prior to being discharqad to .tata waters.
23. There shall be no excavation, tillinq, or d:l..posal ot mator1a1 ~elow
the OHWL,
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24, All was~. ma~erial such a. con.truc~l~n dab liP! .il~, .XQ... dirt
or ov.rbUrden r..ul~1ng from this pro ect ..:1. be d8DOe1<ted abOVe
the l:ua1ts of flood wa~car in an appro e4 up an di.8po~al sit..
25. If biqb flOW conditions that may cau.e s11tation are encountered
Clur1nq tn . project, work .hall .top until the flow subsides.
26, The culveres ahall be 1nstalled tQ wainta1n structural inteqritv to
the 100-y.ear peak flow with consideration. of the debris likely to
be enc:oW'i<terea,
27. Fills a..ociated with the culvert installations shall be prot.cted
from eros10n to the 100-year peale: flow.
28, The C\llveres shall be 1JU1ta11e4 and _inta!iCC: to avoid 1n1.t
IIcoa!1n9 andito.J:lrev.nt .ros10n Qf stre_1 M!...dcnmatre_ of the
pro ect. ' Th .. sball :lnoludtt but not beLt... ti f:lume. to
red C4I .1::re.1II flow enerqy,at'tn. outlets or the cu "ert., and to
transport stream and roaa d1tch flOW ofr ot unstab e stre.abed
area.. ' :
29. Approech materiel Dball b~ structurally .table and be campo..d of
m~t~~ial.,that, i~ eroded into the strealll, ahal1 not be detr1mental
to fUh ":1fo.
30, The culverts shall consist ot a ainqlca barrel.
LOCATION I s~utb 80qachi.l Road.
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DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington St.
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(360) 385-9160
Klara A. Fabry. P.E" Public Works Director/County Engineer
May 22,1998
Washington Department ofFish and Wildlife
P.O. Box 134
Quinalt, Washington 98575
'l,..
Attention: Mark Ostwald
Subject:
Dowans Creek Road Slide Repairs and HPA Issues
WDFW Log Number 00-56285-03
Mark:
Per our phone conversation, I am sending you the enclosed'copy of the original HPA for
this project and the non-compliance letter prepared by WDFW representative Chris
Byrnes on July 2, 1997. The County will be pursuing measures to correct surface water
drainage problems at this site, which are contributing to the slope instability. As part of
this work, the County would like to identify and correct any outstanding HP A items,
several of which are directly related to drainage issues. I have scheduled a meeting at the
site with several key County employees for the aftemoon of June 2, at approximately I
p.m.; to develop a mitigation plan for this area. Please call to confirm that you will be
able to attend this meeting.
Sincerely,
Monte M. Reinders
Engineer III, Jefferson County Public Works
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p.o. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385.9160
MEMORANDUM
Klara A. Fabry. Director/County Engineer
To:
Klara A. Fabry, Public Works Director
From:
Darrel M. Ertle, Project Technician AJf.&
Date: September 4, 1997
Re: Non-Compliance with Hydraulic Project Approval (HPA). Road
Construction - Bogachiel River and Unnamed Tributaries to the Bogachiel
River - South Bogachiel Road - WDFW Log Number 00-56285-03
I recently was able to contact Beth Naughton (WDFW Area Habitat Biologist) regarding
the above referenced HP A.
She stated that she had been contacted by a S. Bogachiel Road resident who was very
concerned that storm water was ponding in the old road drainage ditch and that this
ponding was contributing to the slippage downhill of the unstable hillside in the area of
the new constructed road.
Beth contacted the Maintenance Division and scheduled a meeting addressing this
concern and the best way to correct this ponding problem.
Earl Wells and Beth met on site and determined that a drainage ditch could be
constructed to alleviate the ponding to help reduce soil saturation and slope slippage that
was occurring. The work was done by the Maintenance crew.
Regarding any Buy-Off of the HP A provisions. Beth stated that she was UNA WARE that
an HPA had even been written for this construction project, and that in No Way did she
Buy-Off any pt-ovisions of the HPA.
I spoke with Chris Byrnes regarding Beth's statement and he confirmed that he Had Not
informed Beth that an HPA had indeed been issued for the project and that he would
check for documentation regarding the meeting in his project file. I have requested a copy
of the documentation regarding the drainage issue and meeting.
Recommendation:
-"
Schedule on site meeting with Chris Brynes to negotiate HPA
Provisions and complete work to close the project.
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P.O, Box 2070
1322 Washinglon St.
Port Townsend. WA 98368
(360) 385-9160
Kfara A. Fabry. Director/County Engineer
MEMORANDUM
To:
Klara A. Fabry, Public Works Director
From:
Darrel M. Ertle, Project Technician MKtC-
Date: July 25, 1997
Re: Non-Compliance with Hydraulic Project Approval (HPA) - Road
Construction - Bogachiel River and Unnamed Tributaries to the Bogachiel
River - South Bogachiel Road - WDFW Log Number 00-56285-03
A site visit was conducted by myself on 7/8/97 with the following conclusions:
No documentation on file regarding notification.
No documentation on file regarding notification. No inspection report.
Original road location fill remains and no slope work has been done. A
drainage ditch has been constructed in original roadbed to prevent trapping
water in road ditch.
Provision 9. Culverts and fills have been removed.
Provision 10. Original road fills remain and no restoration to its natural drainage has
been done. No revegetation has been done. ~
Provision II. No documentation on file regarding erosion protection measures or ,), 11]1
inspection report. No revegetation has been done. ",.--"- to 1-/" 1
Provision 12. Previ.o.us existing road location has not been restored to pre-project d pJ ()~
condll1on. ~. ~.
Provision 13. No inspection report on file. Do - .JZ-- - _I'J/ --17 - _ b
Provision 21. No revegetation has been done. y ~ ~ ~ ~__
Earl Wells (Maintenance Division J
eth Naughton (Are -{abitat Biologist) conducted an on sitc
mceting in 1996 an ork that had becn done and HPA Provisions
had bccn satisfied. No documcntation on filc rcgarding this meeting.
Provision 3.
Provision 7.
Provision 8.
Rccommcndation:
Schcdulc on sitc mecting with Chris Bryncs to ncgotilltc BPA
Provisions and complctc work to closc the projcct.
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State of Washington
DEPARTMENT OF FISH AND WILDLIFE
Mailing Address: 600 Capitol Way N. Olympia, WA 98501.1091 - (206) 902-2200: TOO (206) 902-2207
Main Office Localion: Natu,al Resou,ces Building, 1111 Washington St,eet SE. Olympia. WA
July 2, 1997
SUBJECT:
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RECE!VED \
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JUL 0 3 1997 ~
JEFFERSON COUNTY ~
\ pll~Llr. WORKS DEPT. i
Non-Compliance With Hydraulic Project Appr6.~a.J: ..:r.Hl?'kr--"--"~
Culvert Installations, Road Construction - Bogachiel River
and Unnamed Tributaries to the Bogachiel River, Southwest
Quarter Section 01, Township 27 North, Range 13 West,
Jefferson County, WDFW Log Number 00-56285-03, WRIA
20.0162.
Jefferson County
Department of Public works
ATTENTION: Klara Fabry, Director/County Engineer
P.O. Box 2070
Port Townsend, WA 98368
Dear Ms Fabry:
I am bringing to your attention your departments non-compliance with
the conditions of the above referenced HPA. provisions three, seven,
eight, nine, 10, 11, 12, 13, and 21 were not complied with. We have
no record of notification as required per provision three.
We view the non-compliance with the above referenced HPA as a gross
violation of RCW: 75.20.100. A violation occurred on this project
prior to the issuance of the above referenced HPA. The violation was
noted in the HPA, and the HPA included requirements for stream .
restoration. Despite the previous violation, your department failed
to comply with the HPA as it was iss~ed. We were never notified by
your department of any problems you had complying with provisions of
the HPA. Your department also made no appeal of the HPA.
We look forward to receiving a response from you on this issue. We
recommend that you develop a plan to bring this project into
compliance with the HPA. You will need to apply for a renewal of the
HPA to complete the work. We also would like to resolve this problem
in the simplest and most cooperative fashion, but we remind you that
there exiets both a hydraulic operating eeason and a legal deadline
for this project.
If you have any questions regarding the status of this project please
contact me in Forke at (360) 374-9506.
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July 2, 1.997
Page 2
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We appreciate your cooperation in our efforts to protect, perpetuate,
and manage the fishery resources of the State of Washington.
Sincerely, ~.. ~~
Chris Byrnes
Area Habitat Biologist
Habitat Program
cc: Quileute Natural Resources
Post Office Box 1.87
La Push, Wa 98350
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llEPMTIlEIIT OF FlIIIIIIIII
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OLYlI'PI.. ",,"'tntl."" 98504
ij1 November 1, 1995 lZ06) 753-1.650
loppL leane _Ld ...'ar to <his cia" In III corrnpandonce)
PA/IE 1 01' 2- PAGES
a.e.W.75.aO.100
a.c.W.75.aO.J,03
FlUT '1i1CC"T~CT P1lOIIEll)
public Works~ (360) 385-9160
TCllINIMI P
itTE 98368ZIP
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IIAllGeIE-W) ~WTY
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:Installations'
"'1MII LIM..rr.......-...: l!l THII PROJECT MAT IEGIN I!J ~ND I'IJIT I. CCIlPLETED IT
~ . ft~.VM J lmmediatel -Pry 2 58 t. 15. 1999-prv 2
THIS ~PllllOVAll& TOlE AV~ILMLI" TIlIi JIla lITE AT 4LL T:...... ITI _111..1 RILllMD IY TIlE _IT TEE A8 OPfUoTtll PDFClIlIItllC
IIlLlIIIBL-
SEE IW1>OMAIlY 0'-1/"" PIHM~lIll!1 ON RP.Vnl!I! gmr. or A..AllYAI
NOTE: This ~YdraUlic pro1ect APprcval (HPAliis written {or the replace-
ment or the South aogach~el Road, Th s HPA alsO ncludes stream
restoratiQn. It doe8 not constitute an atter-the-tact HPA tor
work treVl0US1Y conducted beloW Ihe oldina~Y hi9h wa~er line
lOHWL without a valid HPA oor oes t rel~ev. tte Dermitte.
from nv leqal responsibilltle. or t at p~evlou. Y conducted
wor~, , An HPA Hold Letter was i..ued on this appl cation on
September 15, 1995,
1, In adfition to the ~rovi.ion8 listed btlOW~ and .~c.Pt as modiI~td
~~o~~ :n~!tie~~~s~~t~ ~~;i~h~:laig~ild:~:d g~~on~nSILa~~gl~~nd oa-
submitted to Wa.h1n~ton Department of Fish and W dl ~e (WDrw) on
Oyeober 17L 1995. These p~an. reflect design or ter a per Chapter
220-110 WA~, A QOPY of these plans. shall be ava lable on site
durin(J construction, '
2. ADDITIONliL TIMING LIMITATIONS: work below the OHWL maY begin
tmmed at.ly and shall be completed bY september 15, 199t. This HPA
s valid lntil s.ptember 15~ 1~99 wh10h .noludes an add tion.l
revegetat on perlo~ per P~ovls1ons 10, 1t and 21. Wor ,hall only
QccUf wit in the above-ref~reneed time!l mitations when t . stream
19 in a lOW-flOW period and when ft pos t ve 'eparftt1~n be ween ~he
stream and the work area can be mainta ned.
SEPA SUBST~TIVE AUTHORITY 1 The follQwin9 conditions are required
~ursuant to substantive authority der1ved from SRPA lRCWi4l,21C,0601
WAC 197-11-6~0) (CHAPTER 332-19-~aO (5)(b)), The.. aond tons'
IE'AI MONS, Je~f.r5on county June J,g, 1995, ,
RUlONAL "mU1 JlAMAatll. i Chris ~yrn.. (360) 374-9506
P~TROL . peterson 1..7 [P3]
~PPLICANT . WILVLln ' READER . PAno~ . HAl. MCII. . WIt
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HYDRAULIC PROJECT
At'PROVJU.
DEPARTlIUT Of fUURlfS
Gen.ral ActIfn~str.t'on BLdg.
ot~I., IIMhington 98504
(206) 75]-6650
OfPARTIlERT OF flSHlRIER
R.C.W.75.20.100
R.C.W.75.20.103
~ November 1, 1995
(.ppllcant should ra'er ta thle dua In all carrespo-.,c:a)
PAGE~OF .!i- PAGES
~LA$T NAME, Ii!lCOllTACT 'HOHE(8)
Jefferson County Public Works (360) 385-9160
'. rn-.arE"Bogachiel iRi Vf!lr
I
rjICOHTROL _HR
'"-J' 00-56285-02
[[JIlIlIA
20.0162
mitigation measures are related to the tollowing impacts to tish lite
i~o"~itiQ~ ~n our 'reoponoa to tho Hitiq~tod ONB ioouod by 3afferaon
County on AU~UBt 3, 1993. ,
a. Erosion/sedimentation;
b. Destabilization of earth flow material and mass wasting into
the Bogachiel River' and
c. Los~ of large organic debris and litter to the stream channel.
3. NOTIFICA~ION REQUIRiEMENT: The ~erTittee or contractor .~all notify
the Area ;Habitat B Olo~st ~AHBl listed below by fax at ~360)
~f~j:~f2s~~r~aa~t:ta~~ at ~h~ ~Oi~l~~fo~~~re~g~k:ta;~ ~f3~e ~~o~~~t
requiring inspection as specified belOf in Provisions 7, 111 an~ 13,
and at tlie eOMDletlon of ~he final pro eet ~o determine if additional
measure. will be necessary to restore ish habitat that may have beer
damaged as the result of Any work prev ously conducted belOW the
OHWL without a valid HPA. These notit cations shall be received by
the AHB ~t least three working days pr or tojthe start Qf cQnstruc-
tion activiti.. and at each seaq. of the pro ect re~irinq inspec-
tion, The notification shall Include the permittee's name, p~01ect
locationr star~inq date for work, and th$ control number for thii
HPA, The perm~ttee shall set up an on-Site mietinq with the AHB
listed above to inspect each stage of the pro ect as they ~re
completed and betQre any additional work OCCU S on any a~ditional
staqes of the proJect,
4. Existing .horeline vegetation including any trees outside the road
prism snaIl not be removed or disturbed,
5. Every eftort Bh~ll be taken during all Ph~Ies Qt this pro;ect to
ensure that sICliment-laden water .1s not al owed to enter any stream,
This may regu re the use of strGw bales, f lter fabric, matting,
plastic sheet ng, temporary sediment ponds check dams of pea
gravel-filled burlap baq8 or other material, and/or immediate
mulching of exposed areas,
6. Extreme care ,hall be takon to unsure that no potroleum product.,
hYdraUlic flUld~ sediments, sediment-laden waterr chem1cals, or any
other to~ic or aeleteriou8 materials are allowed to enter or leach
into any stream,
RES~ORATION OJ THE ORIGINAL ROAD LOCATION:
7. Th18iPort on ot th~ p~ojQet sh.11 be lomPletQd bQ'o~e any Qt,er
port on 0 ths proJect mal begin, 1ne ud~nf right or way tim er
removal outside ot the ex sti~g road oeat on. Upon co~plQt on of
the restoration of tho or ginal rOad locat on, the AHB Shall be
.IV 10116188
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BYDRAOL%C PROJBC'r
"1'1'1l0"1M.
OEPAlITftENT Of flSHENIES
Generll Actniniltr.tion .lels_
Ot_le, W"""fngton 98504
(206) 753-6650
DEPAftTIliNT Of fISHEII'ES
R.<l.W.75.20.100
R.C.W.75.20.103
~ November 1. 1995
(Ipplle..,t IhouLd ....f.,. to thl, elite In ell corr~)
PACIE.3OF ..!:.- PAGES
I1ljlUST _ ~TACT P-'(5)
~ Jefferson County Public Works~ (360) 385-9160
I2!JllAu"aoqachiel River
, CONTftot.O~~6285_02
[iJIo'ftIA
20,0162
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notified ,as required in provision 3 above to arranqe an inspection
of this portion of the project ~efore any additional work on the
project shall occur.
8. The remaininq road fill at the oriqinal road location shall be
recovere~ down to the original slope and removed to a suitable
disposal site, The remain nq road prism shall be out-sloped to a
natural condition that will prevent the trappinq of water in the
road ditch.
g, The culverts and fills associat~d with the oriqinal road location
shall ~e removed and the CUlvert! and fill material shall be
removed to a suitable disposa~ s tee The croasinq sites shall be
restored to a pre-project condit on.
10. Di~t~rbance of the slope and any existing vegetation outside of the
original road locatiQn shall be limited eQ tfiat necessary to remove
the remaining road fill and restQre the sit~ to its natural
drainage, All disturbed areas w1thlnithe r~stor.d road location
shall be restored to pre-project conf guration and protected from
erosion by the USe of mattin. concurrent with this portion of the'
pr01eet's com~letion, the sl pes within the restored rQad location
~hall ~~ reve etated with nat~ve or other a~proved WOody species,
vege~at1ve cu tings shall b~ planted at a maximum interval of three
feet (on center) and maintained as necessary for three years to
ensure 80 percent survival.
CONSTRUCTION OF THE NEW ROAD LOCATION:
11, Alteration or disturbance of the vegetation within the road right
Qf war shall be limited to that neI6seary to construct the new road
locat on, Concurrent with excavat on oridlsturbanc8, all disturbed
areas shall be ]:)rotected from eris on us ng silt fences, matting,
vegetation or other means, Eros ondand rev.getat fnimeasures ,naIl
be inspected by the AHB as descr be above in Prov ~ on 3 within one
week oY the start of o~erat1ons. concurrentiwith e completion of
excavation, the banks shall be roveqetat.d w th nat ve or other
aDDroved woody .~ee1.s. veqetative cuttinqa shall be ~lanted at a
m8~imum intor~al of throe feet (on center] ana maintained as
necessary for three years to ensure 80 percent survival.
RESTORATION OF THA EXISTING RQAD LOCATION:
12. concu~rent w th the open1ng for use of the new road lqcation, the
existing roa lOoation shall be restored to a pre-proJect con-
dition per Provisions 7 throuqh 10 abovo. .
13. Within one week of completion of tho ~e.toration of the exi8ting
road looationr the AHB Shall bo notified as required 1n P~ov1810n 3
above to arranqe an inspect on ot th s portion ot the proJect,
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APPROVaI.
R.C.W.75.20.100
R.C...75.aO.10S
Ii1 November 1, 1995 ,
(_L Icant ehouLd ""fer .31 tMa elite III all eor....perllIoncal
PAGE~~~~I
DtPMT"ENT 0' 'IINEIIEI
DB'AlTIlEU 0' F1IME.IEI
General AGninl.trotlen Ildg.
Oly!lf)ll, IIIchlRlltcn 98504
(206) 753-ll6S0
~LAST HAIlE, !!!F',!TIlCT PHCIIE(S)
Je~~erson County FUb11c Works (360) 385-9160
!l!!JlIATE~oqachiel 'River
IJ~T~L~~6285_02
l!JWRIA 20,0162
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CULVERT INSTALLATIONS: 'These culverts are proposed for installation in
locations wh~re fish passaqe is not a concern,
14. The culverts shall be installed on the natural streanhed. There
shall be ,no excavation of the streambed.
15, The culverts shall be installed in the dry or in isolation from the
stream flow by the installation of a by-pass flume or culvert, or by
pumpinq the B~ream flow around the work area,
16, A temporary by-~ss to divert flow around the work area shall be in
place prior to ~nitiation of other work in the wetted perimeter.
17, A sandbag ~eve~eQt or si~ilBr aeviqp shall be in~tall.d at the
by-pass inlet to divert tne entire flew through tne by-pass.
18, The by-paSS shall be of sufficient size to pas. all flows and debris
for the duration of the project.
19. ppon completion of the pro~ectt all material used in the temporary
cy-passj_nall be ~GmOVGa from he site and the site returned to
pre-pro eet or improved condit ons,
20, If a pumf is used the pump shall be larqe enouqh to pUmp the enIire
Btrea~ a ound the work area. Onc. tne bum~ ls started, it ehal
run cont nuou.ly until the etreambed ana bank in the wo~k area .
restored, The pump discha~e shall be placed down.tream of the
sandbaq dam into aft are. thAt will not create OrOSlon. '
21. Alttration o~ disturbance of the bank .n~ bankjVeqetation shall be
~i~nt~~l~gr~ !~$~:~!:~t~~,t~l~Oa!;~~~e~:r~~~ :g~il ~~n~~~€:gied
f~om ero.1on usinq mattinqL veqetationl or other mean., ioncurrent
with proJ_ct com~l.tion, ~ne banks ana 1 be reve~etated w th native
o~ othfr approve a woody species, Veqe ative cut~inq. sha 1 be
pl~nte at a maximum interval of throo feet (on center) and
malnta ned as necessary for three years to ensure 80 percent
survival.,
22, WBlltewate:z, from ~roject activiti.. an" ".watorlncr ehall be routed
to an are. outaia. ~h. OHWL to allow removal of rin. sediment and
other oontaminant. prior to beinq d1.charqed to .tat. wators.
23, There shall be no excavation, tillinq, or di8pocal ot matorial below
the OHWL,
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ilL"""., IInhlngtoro 91504
Ii1 Nov8lllber 1, 1995 C2l>>) 1>>.6650
C_llc_ ......Id ref... to tlsl. dete In .LL carreepondInce)
PMl~IlI'..5- -.
a.c... 71.20.100
LC.W.7..:l0..1.01
~T _ . . l!!F':TACT _II)
J.~f.r.on eoun~y Pub11Q Work. (360) 385-P160
Il!lllom'BQ9achiel !River
GJCClITaClL. 0~628 5-02
[[!]IlIIIA 20.0162
24. All wa.~. "~.ria1 such as con.tructl~n debii.! siltf. eXQes. dirt
or overl:nirlSen rasult:Lnq from this pro act . a1 be dul'O.l~ed a!:lOve
the :Ua1ts or flood waeer In an appro 8d up an di.poila1 .ite.
25. I~ high flow conditions tha~ may caus. .il~ation are encQUntersd
cSur1nq 'th1s projeot, work shall stop until the flow subsides.
26, The culvert. sha1l.be in.talled tQ ..iotain structural inteqrity to
the 100-y,ear ~eak .low with consid.ra~ion,of the debris likely ~o
be encoul'I~er.Cl,
27. Fills associated with the culvert installations Ghall be protected
from eroBlon to the lOO-year peak ~low. ,
28, The culverts shall be installed and main~at:ed ~o avoid lnle~
lIcoar1n9 andito,pr!llr.n~ .ro.lon of st:ream oks downstream of the
fro ect. · Tb 8 Dhal include, but not be 1 mited tt~ rlu.e. ~o
ed ce atre.. flow .n.rqy'a~ ~he outlets o~ the eu v.r~s, and to
ran.port stre.. ana roaa a1~ch flOW off o~ un.~.b e streambed
areas. ' :
29. Approoch mat.riol shall be structurally stable and bo compo..d of
~~t!r~~llr~:;' 1f erodelS into tne stream, shall no~ be detrimental
30. The culvert. shall consist of a sinqle barrel.
LOCATION I s~uth Boqachiel Road.
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WrJ,SHNGTON DEPAllTMEN'l' OF F:[6H AND W:i:LDLIFE
HABITAT MANAGEMENT PROGRAM
600 CAPITOL WAY NORTH
OLYMPIA, WASHINGTON 98501-1091
FAX PHONE: (360) 902.,.2946
DATE:
;/- /
'rIME:
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FAX NO. CALLED: j (20~5091
'1'0:
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385 917d)..
FROM: WDFW HAB!TAT PROTECTION SERVXC~S
;
SUBJECT I I , HPA (LOG NO. ,() 0 - S ~02.. ;- S - 0 ...:< ) 1 ~ PAGES .'
I HPA (LOG NO. ) 1 PAGES
,
~HPA (LOG NO. ) 1 PAGES
O'.l'HER: i
SPECIAL INSTRUC~IONSI OriQ!nal(.l will b. m.iled to ~.r.mitt..,
7
TOTAL NUMDIIlR Or, PAGES XNCLUDING THIS COVERI
. IF MATERIAL IS !mmEAIlAJILE OR XNCOMPLElTE,., PLIlASB CALL (360) 902-2564
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TMl~t~p~av:';.:; TO BE AVAILABLE ON THE: JOB SIT'F. AT
~:: TED ITS PROVISIONS 1'0LLOWlln BY THE ~
f . ITTEE AND OPERATOR PERl'ORMINC'; THE WORK
THE PERsON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD UABLE FOR Al'lY
LoOsS OR D"'MAGI!. TO fIStiLIF!!. OK fISH HABITAT WHICH RESULTS. FROM FAILURE TO
COMPLY WITH THE. PROVISIONS OF THlS APPROVAL.
. '
FAILUR.E TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT Il'l A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE,I'OSSU~LY PUNISHABLE BY FINE OR IMPRISONMENT.
. AL.L HYDRAULIC pR.OfECT APPROVALS ISSUED PURSUANT TO aCYl 75.%0.100 ARE,
SuBJECT TO ADDITIONA,L RESTRICTIONS, CONDITIO,NS, OR RE.VOCATION IF~HE ~
DEPARTMENT OF FlSHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYsIC~L INFORMATIOI'I INDICATES THE NEED POR SUCH ACTION. THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34.04 aCYl TO APPEAL SUCH
DECISIONS. ALL HYOR/lULlC PROJECT APPROVAL51SSUED PURSUANT TO RCW 75.20.103 MAY
BE MOOIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WlLDL.IFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMI~E: PROVIDED HOWEVER.
THAT SUCH MODIFICATtONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
1l0ARD ESTABLISHED IN RCW 75.:10.130.
THIS APPROVAL PERTAINS ONLY TO'THE PROVISIONS OF THE FISHERIES AND .
WlLDLlre CODES. ADOi'TIONAL AUTHORIZATION FROM OTHER PUBLIC AdENCIES MAYlBE
~ECESS^R.Y FOR 'THIS PROJECT.
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APPEALS. GEN1!RAl. II'1'ORMATtON
IF YOU WISH TO ArPE,u, Dl!!'ltAl. OR C:ONDmONS 01' AN HPA, TlCl!RB ...RilII'l'OKMAL ...ND FORMAl. AP'I!A1.
PIIUC1!.5Sl!.5 A V "'llJIllU!. ; . '.
A. . INI'ORto"^l. ""EALS: " '
AN IN'ORMAL ..."E.Al. (WAC UO.110.3.&0) CONlItSt'S 0' COl'n'AC"l"INCl THI! JU!ClIONAL HA.rrAT
MI\NAOI!R AND D1SClJSSINO 'YDIm CONCl'.J\NS. MOlo'" 'ROIlL,",S ARE lUloSOLV1lD "T THIS Ll!VIIL, '1tn' 'I'
NOT, 'IOU IioIAY I!I.t!VATJ! '101m CONCI!RNS TO TH'fI Clas, 0' THIl H....rr...T MANAOEMENT DIVIStON IN
UI.YM"". 'Tta! H~'1ITAT MANAOI1MEHT DIVISION etaS"S DBC1SION SIlAU. BI! APPJl,OVJ!,D OR
1)I:1I."ROYIID 11'1 nm DIRIICTOR Oil. De.510NI'.E. II' YOU ARK Not' SATISPlBD Wmf '!'HIt R&S1J\.TS 01' TliIS
II'II'URM"L ..."J!I\L, " FORMAL ...,PEAI. MAY 88 1'lLllD.
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8, FORMAl. APPEALS:
J) 'OR. Al.L'CIVlL Pl!NAl.TY A"UoLS NIO I'OR 0THJIa HPA ..."E!Al.S WHlCH AIlS NOT ASSoa....Tm Wmf
IIUUO^TION OR STOCK.WATZIIII'lO DIYI!JILSIONS, A wlUTI1!N ^rrllAL UOU1!S1' MUST 88 JIIl.J!I) WTnI THIl
OI!'AATMsm THi\;r ISSUI!D OR ,Dl!NlBD T1G! AP'IIOYAI. OR LEVU!!) THI! ClvtL peNALTY YOU AIlS
AP'HAUNO (WAC' 220.110.350).
:11 FOJll Arrl1A1..S 0' DENI,u, OR CONDmONS 0" AN HPA A.5S0ClATZD Wm! IRIUOAnON OR STOCK.
'WA"URII'lO DIYl!R$IONS OTH!II TtlAN CIVIL pl!J'IALTY ;APPZALS, A WIUTTI!I'l Arr2At. RI!OUasT MUST 'IS
1'11.110 WITH no! flYDRA\lt.IC "PPEALS BOARD PllR WAC 259.0'. TH! MAlUNO ADDR.2.SS 01' no!
A,'l1AU BOARD 151 ENvtRONMI1NTAL HEARINGS OPPlC1l, BUILDINO TWO .ROWE SIX, LAC1lY,
W^~IR:'lo'roN 9I$;O~; TBI,n'HONE :Z06/4n.63:Z'7~
3) r...ILURS TO APPEAl. WITHlN 30 DAYS 01' Tim DATI! 0' ACT101'l 'YOU AIU! A"SAlJNQ ,ItDVLTS IN
rUR'l!rrUIUl 0' ALL A"I!....L RIOHTS, .
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DATE: 7/8/98
TO: Mark Ostwald
COMPANY: Fish & Wildlife
FROM: Monte Reinders
RE: Dowans Creek Road
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabr~ P.E.. Public Works Director/County Engineer
FAX COVER SHEET
FAX: (360) 352-2676
PHONE: (360) 288-2560
.,
FAX: 360 385-9172
PHONE: 360 385-9242
Total number of pages including cover sheet:
We are transmitting from fax # (360) 385-9172
Mark-
,
MESSAGE
I tried reaching you by phone but got an out of service message at 288-2560. Anyway, I
would like to know if you have been out to Dowans Creek Rd and if you would like to
discuss anything, I have not been oct there so I don't really know where our crews are at
other than that they have finished with the dozer work.
-Monte
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PHONE DIALOG
I (Name): Monte Reinders
Talked with: Mark Ostwald
Phone #: 360288-2560
I called _X_Party called
of: Department ofFish and Wildlife
Time: 1430 Date: 6/9/98
Subiect: Dowans Creek Road (#146809)
What I said:
1. Our maintenance division is ready to begin work on road to remedy HPA items
discussed in our site meeting of June 2. Do we need a new HP A?
2. Will we need an HP A for Phase II work which is insloping road and ditch upgrades?
3. Do you need to receive the letter/plan before we initiate work? How do you want
sent- mail?
4. Will you be performing any kind of inspection?
5. OK we will begin work now and strive to perform as per understanding reached at
our site meeting June 2.
6. Revegetation will be hand seed and fertilize with straw mulch. Tree planting in
donnant season. Does spacing need to be 3' as item #21 in HP A.
What Dartv said:
1. No HPA necessary. Yours is good through Sept. IS, 1999.
2. No. Original HPA covers. As long as work is perfonned as per our discussions at the
field meeting, I shouldn't have a problem with it. Send me a plan and brief
description of proposed work so I can have something in the file. Let's try to bring
some closure to this project.
3. Mail is fine. You can star! work effective immediately. I don't need to receive
material in the mail first.
4. I will drop by next time I'm in forks if! have any problems with work, I'll give you a
call.
5. OK
6. Fine. Suggest 8' spacing on trees. (hemlock)
Action needed: Send letter and plan of work to PO Box 134, Quinault, W A 98575
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington Sl.
Port Townsend, WA 98368
(360) 385-9160
June 9. 1998
Klara A. Fabry, P.E.. Public Works Director/County Engineer
Washington Department ofFish and Wildlife
P.O. Box 134
Quinault, Washington 98575
Attention:
Mark Ostwald
Subject:
Dowans Creek Road (#146809)
Proposed Maintenance Work, MP 1.45
Mark:
Per our phone conversation today, I am enclosing schematic diagrams and this description of
proposed maintenance work for the above-referenced location. The intent of work is to bring
closure to outstanding HP A items at this location and correct drainage and erosion problems as
discussed at our June 2, 1998 site meeting. The following work is proposed:
I.
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4.
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Old roadway location to be scarified, outsloped, and graded to drain. Existing roadway
matcrial scarified, removed, or abandoned in place and gradcd to drain to the extent nccessary
to restore slope condition.
Remove one (I) old culvert identified at the site meeting.
Revegetate by hand seeding and fertilizing and mulching with straw. Hemlock trecs to be
plantcd during the following fall/wintcr on approximately 8.foot center.
Placc stumps in bowl featurcs Icft by landslidcs to slow crosion and trap landslide debris.
Ncw roadway location ins loped to dircct watcr to thc inboard ditch. Upgradc existing ditch
by shaping and lining with rock, providing check dams, and improving culvcrt intake arca.
Providc outboard road ditch to dircct watcr away from slopc whcre erosion has occurred.
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Per our convcrsation, above-dcscribed work will bc accomplishcd undcr thc existing HPA. It is
undcrstood that work may bcgin immcdiatcly. Our work may occur in scveral phases as requircd
cquipmcnt bccomes available. Howevcr, our intent is to completc work this summcr with thc
cxccption of the tree planting. We hopc to bring closurc to this issuc as soon as possible so pleasc
contacl me immediately if your inspection reveals any items which would prevent you from
issuing a final approvallellcr.
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Montc M. Reindcrs, P.E.
Enginecr III, Jerferson County Public Works
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Jefferson County Public Works
Dowans Creek Road (11146809)
Drawn by: Aubrey Palm~r
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Jefferson County Public Works
Dowons Creek Rood (#146809)
Drown by: Monic Reinders
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. P.E.. Public Works Director/County Engineer
May 22, 1998
Washington Department ofFish and Wildlife
P.O. Box 134
Quina1t, Washington 98575
Attention:
Mark Ostwald
Subject:
Dowans Creek Road Slide Repairs and HPA Issues
WDFW Log Number 00-56285-03
Mark:
Per our phone conversation, I am sending you the enclosed 'copy of the original HP A for
this project and the non-compliance letter prepared by WDFW representative Chris
Byrnes on July 2, 1997. The County will be pursuing measures to correct surface water
drainage problems at this site, which are contributing to the slope instability. As part of
this work, the County would like to identify and correct any outstanding HP A items,
several of which are directly related to drainage issues. I have scheduled a meeting at the
site with several key County employees for the aftemoon of June 2, at approximately 1
p.m., to develop a mitigation plan for this area. Please call to confirm that you will be
able to attend this meeting.
Sincerely,
Monte M. Reinders
Engineer III. Jefferson County Public Works
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Jefferson County Public Works
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Drawn by: Monte.Relnders
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Key
Road number
Milepost
Sequencer
Date
09/25/1996
08/06/1993
OS/28/1992
1
2
3
4
5
6
7
8
9
10
11
(CNTL\PgDn
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CREEK RD
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Information)
Road name
Location
DOWANS
210 ft
Leg of intersection Lane(s) ALL
Source Comment <Ctrl-N> to insert new line
3
3
3
Post count on row 1 to ROADLOG?
Date of the last count posted:
No
09/25/1996
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DOWANS CREEK ROAD REBUILD COST WORKSHEET
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Name of Alternate:
Hemphlil
Length of Alternate: 2,2 Miles
Construction Cost Number of R/W Acqulslllon R/W Cost Preliminary Construction Agency Conllngencles Inflation Total Cost
(per lane mile) Lanes (per sq. fl.) Ena. & Permits Ena. & Admin. Admin. Rate
(Expressed as percentage of Construction Cost)
$200,000 2 0.2 $ 139,392 10% 15% 5% 10% 3% $1,543,514
$180,000 2 0.2 $ 139,392 10% 15% 5% 10% 3% $1,404,851
$165.000 2 0.2 $ 139,392 10% 15% 5% 10% 3% $1,300,854
$ - $0
$ - $0
$ - $0
(
1. R/W cost based on DNR sale for Bogachlel repair (1996): 1.6 acre R/W and limber cost $14,060
(BIA sale for 20 acres below road cost 72,000 or $0.10 per square foot)
2. Construction cost of lest by-pass was 94,500 or about $164,500 per lane mile
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Name of Alternate: High By-pass
Length of Alternate:
Miles
Construction Cost Number of RIW Acquisition RIW Cost Preliminary Construction Agency Contingencies Inflation Total Cost
(per lane mile) Lanes (per sq, ft.) EnQ. & Permits EnQ. & Admin. Admin. Rate
(Expressed as percentage of Construction Cost)
$200,000 2 0,2 $ 63,360 10% 15% 5% 10% 3% $701,597
$180,000 2 0,2 $ 63,360 10% 15% 5% 10% 3% $638,569
$165,000 2 0.2 $ 63,360 10% 15% 5% 10% 3% $591,297
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1. RIW cosl based on DNR sale for 80gachlel repair (1996): 1.6 ecre RIW and timber cost $14,060
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2. Construction cost of last by-pass was 94,500 or about $184,500 per lane mile
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AUG 11 i994
JEFFERSON COUNTY
~U8UC W;:'D'.(S OF-PT
JENNIFER M. BELCHER
Commissioner of Public Lands
KALEEN COTTINGHAM
Supervisor
WASHINGTON STATE DEPARTMENT OF
Natural Resources
January 3, 1994
MEMORANDUM
TO:
wayne Ratcliff
Ken Schlichte
/'2,-,<: - J1ci:-/.:?;"?
Forest Land Management Division
Olympic Region
FROM:
SUBJECT:
County Road Failure site Along The Bogachiel River
On December 15 we participated in an ID Team inspection of three
application sites adjacent to the county road failure on the south
bank of the Bogachiel River in Sec. 1, T27N, R13W. A major purpose
of this inspection was to determine if the activities on each
application site were likely to increase the potential for
additional slope failure activity along the Bogachiel River. In
summary, we found that:
1. The proposed activities on the DNR blow down timber sale
site are unlikely to have a significant effect on slope failure
potent ia 1.
2. The proposed activities on the Williams site are unlikely
to have a significant effect on slope failure potential or water
quality if these activities occur during a dry soil period and
roads are waterbarred if rain occurs and/or after harvest
activities are completed.
3. . High groundwater concentrations have contributed to the
high level of slope failure activity on this site. Road design,
construction and maintenance activities Which minimize increases
in groundwater concentrations will be necessary in order to avoid
increasing the slope failure potential.
We found an area of current slump-earthflow activity between the
failed county road segment and the Bogachiel River. Upslope, the
hummocky topography and tension cracks on portions of the three
application sites are evidence of older creep and deep-seated
slump-ear'thflow activity. Aerial photos sugqest that the slope
below the failed portion of the county road, began to be undercut
by the Bogachiel River fOllowing a major shift in the river channel
between 1971 and 1981. This undercutting has been ~. major factor
contributing to the destabilization of this site and the current
slump-earthflow activity,
The slump-earthflow activity has also been favored by the presence
of several layers where groundwater is concentrated. The layers
in which groundwater is concentrated appear to be associated with
the "blue clay" strata now exposed at several locations between the
failed road and the river. These clay strata have a high potential
1111 WASHINGTONSTSE I PO BOX 47000 I OLVMPIA,WA9BS04.7000
Equal OpportunllylAffl,matlvo Action Employe'
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January 3, 1994
Page 2
for accelerated deformation and ultimate failure in the presence
of excess groundwater. During the 1980's a large clearcut harvest
unit reduced potential evapotranspiration along the ridge above the
county road and is, therefore, likely to have increased the
groundwater concentrations on, this site. The increased potential
for slump-earthflow activity associated with increased groundwater
concentrations makes this an important consideration in dealing
with each of the three applications.
The proposed DNR blow down sale is unlikely to have a significant
impact on groundwater or slope failure potential. The harvest will
have no significant effect on evapotranspiration because only blow
down timber will be harvested and standing timber will remain. We
agreed that the proposed harvest and road construction activities
will occur only during dry soil periods and that, following
harvest, the temporary road will be put to bed and water barred to
disperse surface flow.
The proposed harvest activity on the Williams site is not directly
upslope from the current slump-earthflow activity and is,
therefore, unlikely to have a significant effect on its groundwater
concentrations or failure potential. We agreed that the proposed
harvest and road construction activities will occur only during dry
soil periods and that equipment will be kept on site to quickly
waterbar the road to disperse the surface flow away from the creek
in case of rain. Following harvest, the road will be waterbarred.
The proposed upslope relocation of the county road is unlikely to
significantly increase the slope failure potential if the road
design, construction and maintenance activities are carried out to
minimize increases in groundwater concentration. Increases in
groundwater concentration could be minimized with a road drainage
system design in which the surface drainage water is collected and
effectively transported off the failure area to safe, stable
disposal sites using a combination of ditches, flumes, etc.
Earl Wells of the Jefferson County Road Dept. indicated that the
relocated road is likely to be ins loped to collect surface drainage
in the ditch. To be most effective, this ditch system along the
new road would have no cross drain culverts unless their water was
transported off the failure site using a flume or other system
which could transport the water to a safe disposal site, Frequent
monitoring and maintenance of the ditches, flumes, etc, in the road
drainage system will be necessary to guarantee their effectiveness.
Pools of water have collected along portions of the old abandoned
county road. outs loping the old road to drain these pools will
reduce the failure potential along this slope. pUlling the
culverts along the old road will eliminate the potential for
plugged culverts and associated slope failure problems,
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10321 5,E, 192nd 5t,..1
Rcnton. WashinRton 98055 (253}-850-8535
May ]4, ]998
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Monty Reinders
Jefferson County Public Utilities
P.O, 2070
Port Townsend, Washington 98368
~;;\'( 15 1928
Attention: Monty Reinders
Our telephone c'onversation on May 12, 1998 was quite informalive and hopefully provided you
with information cost and effectiveness of horizontal drains for stabilization of landslides,
I am enclosing a company brochure and business cards. Since this brochure was written I have
been involved several interesting projects related to landslide site investigations, roadway projects,
and construction observation of landslide remediation projects including the following;
King County Road Division Emorgoney Landslido Investigations of 16 road landslides throughout King County,
Washington! Shannon&Wilson, ine,
Sahnlee Way Lnndslido Romodinlion and inslnllation of Horizonlal drnins! King County Rond Division! Shnnnon &
Wilson, Ine,
Vashon Highwoy Lundslido Remodiution and inslnllalion ofHorizonlol drains! King County Rond Division! Shannon &
Wilson, Ine,
Conslruelion Observolion Landslide Remedialion of I'rivole Residence! RMP Consulting Engineer
Constnlelion Oosol"\'olion Landslide Remediation and Sewer Line Conslruelion Highland SeIVer & Water Distl'ietl
Ent1hTeeh
Raging Rivel' Bridge ReplaeoUlent Site Investigalion! King Counly Road Division! Shannon & Wilson. ine
Auoum .Blaek DinUlond Highwny l.andslido Invesliglllion King County. Wnshinglon
! Shnnnoll &Wilson. Ine,
Stnte Roule 2 Snohomish Ril'er 10 Ehe)' Slough Roud Wu)' Irnpruvcmonts Everelt, Washington! Shannon & Wilson, Ine
I Washington Depal'tl110nl of Transportnlion
Windy Cut Rond Slide Stnhilizulion Evaluation Dinhlo, Washington! Rnytheon Engineers & COnSII1Jelors! Scali Ie City
light
Sincerely
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David A. Yonemitsll
Consulting Engineering Geologist
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JAMES WILLIAMS
HOWARD WILLIAMS
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In the matter of:
Revising a County project
designated as CR0606 .
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COUNTY OF JEFFERSON
STATE OF WASHINGTON
x
RESOLUTION NO. ~
x
x
IT IS HERERY RESOLVED that S. BOl!achiel Rd. . County Road Nos. 146809,
from M.P....LJ1.. to M.P.-UL, be improved as follows:
Realignment to avoid the slide area.
Major items of work will be right of way acquisition, grading, draining and surfacing.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County Engineer's estimate is hereby
made in the amounts and for the purpose shown:
PURPOSE
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
Engineering $ 1.943.00
Right of Way
Acquisition $ 52.500.00
Sub-Total $ 54.443.00
Construction: $ 49.275.00
Contract
Xx County Forces
TOTAL
$ 103.719.00
$
$
$
$
18.600.00
96.835.00
115.435.00
49.275.00
$
164.710.00
XX This project is included in the officially adopted annual road program as Item No.-2...
The project is hereby made a part of the officially adopted annual road program in accordance
with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accordance with R.C.W. 36.77.020 et.
seq.
XX The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
',o'J ,PASSED A~D ADOPTED THIS 6 ~ DAY OF ~~te". ..1!l..2.!L.
~:'~;h.;;~' i~~:',,, BOARD OF JEFFERSON COUNTY COMMISSIONERS
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STATE OF WASHINGTON
COUNiY OF JEFFERSON
In the Matter of:
x
Resolution No. 67-96
Changing the Name x
Of a County Road x
South Bogachiel Road x
To Dowans Creek Road x
WHEREAS, the Jefferson County Board of Commissioners has been petitioned to
change the name of South Bogachiel Road (C146809), a certain county road located in
Sections 1 & 2, Township 27 North, Range 13 West and Section 6, Township 27 North,
Range 12 West, W.M., to Dowans Creek Road as shown on attached Exhibit "A", and
WHEREAS, a majority of property owners using said road are in agreement
regarding changing the name,
NOW THEREFORE BE IT RESOLVED, that the road shall be changed to Dowans
Creek Road.
ADOPTED THIS6!::..DAY OF /4uf~' , 1996.
SEAL:
A TIEST:
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CRPT27
RUN DATE - 5/22/1998
FUND'--180-000-010-COUNTY-ROADS
J E F FER SON C 0 U N T Y
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
FROM 1/01/~997 T012/31/1997
DATE
CR0606 SOUTH BOGACHIEL ROAD SLIDE
1,;
595 ROAD CONSTRUCTION
595.92 PROJECT ADMINISTRATION/CONSTRUCTION
-.92.1.0.0000- DARREL-.M.-.ERFLE- .------. ----
.92.1.0.0000 DARREL M ERFLE
.92,1.0.0000 DARREL M ERFLE
.92.1.0. TOTAL SALARIES AND WAGES
. .92.20.0000.-.. ..--..-----.------..-..----....-....
.92.20.0000
.92.20.0000
.92.20. TOTAL PERSONNEL BENEFITS
.. ----595.. 92..TOTAL. PROJECT.- ADMINISTRATION/CONSTRUCT-ION.
595 TOTAL ROAD CONSTRUCTION
CR0606 TOTAL SOUTH BOGACHIEL ROAD SLIDE
.... . FUND --... GOUNTY--ROADS----.. ......- -- --.--"....-----. .--TOTAL---
1(;
GRAND TOTAL
PROJECTS CR0606
. SALAR I ES
SALARIES
SALARIES
UNITS
. PERSONAL
PERSONAL
PERSONAL
AND WAGES 7/31/1997 5.00
AND WAGES 8/31/1997 .50
AND WAGES 9/30/1997 1..00
6.50 *
-BENEFITS 7/31/1997
BENEFITS 8/31/1997
BENEFITS 9/30/1997
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DETAILED EXPENDITURE REPORT BY BARS ~ & ELEMENT
FROM 1/01/1:997-T012/31/1997
;OADS -----.----.-
SLIDE
~TION/CONSTRUCTION
ERFLE------n_---_.------- -------- SALARI ES
ERFLE SALARIES
ERFLE SALARIES
~_~~~_:!3 - --~~~~m~~t
PERSONAL
30NNEL BENEFITS
INISTRA-TION/CONSTRUGTION
ION
_ ROAD SLIDE
-------------TOTAL----
c-_w._'; ,t-
DATE
AND-WAGES-
AND WAGES
AND WAGES
BENEFFI'S .,-,
BENEFITS
BENEFITS
7/31/1997
8/31/1997
9/30/1997
-7/31/1997 -
8/31/1997
9/30/1997
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UNITS
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1.00
6.50 *
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CURRENT
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".i;:,;":!.:;,'
PAGE 1
11.58.06
TO DATE-
AMOUNT
*
80.15
8.02
16.03
104.20 *
42.60
4.26
8.52
55.38 *
159.58 **
159.58 **
159 . 58 **
159.58**
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT BUDGET WORKSHEET
t
06J. PROJ. WORK BREAKDOWN ... PRIOR YEAR YEAR REMAINING
/I DESCRIPTION COST (A) (6) (C) YEARS 1990 1991 YEARS
.10 Salaries $8.833 $840 $7,993 I I I
.12 Overllme $600 $100 $500 .-
~:J CJ-P -
,20 Benelits $4,240 $403 $3,837 -
.31 Supplies $14,900 $14,900 -
.41 Prolesslonal Services $15,000 $15,000 -
.43 Trave' $3,000 $500 $2,500 ty~t .' -
.44 Advertising $100 $100 -
,45 Eaulomenl Renlal $0 \ffV(\\ ~~ -
.48 Reoalrs & Malnlenance $0 -
.49 Miscellaneous $0 -
.51 Intergov, Prol. Services $0 ~O rjV
,61 Land/Right 01 Way $37,500 $37,500 -
.62 Buildings & Slructu,es $0 -
-
.63 Other Imorovements $0 ..
,64 Machlnerv & Eauloment $0
,65 Const,ucllon Projects $2,500 $2,500
.91 Interlund Prol. Services $0
,95 Inlerlund Equipment Rental $17,046 $17.046
TOTAL: $103,719 $1,943 $52,500 $49,275 $0 $0 $0 $0
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1990 1991 YEARS
LOCAL... $103,719 $0 $0 $16,000 $87,719
(A) SUAVEY/DESIGN
STATE... $0
(6) AIW
,
, FEDERAL... $0
(C) CONSTRUCTION
-- $49,275 $103,7111
TOTAL PROJECT COST I $103719 I $0 $0 $16000 $07719
-\ ACCOUNTING: PRHPAREO nv: TM OATH: IIIIS/91
CIIHCKHO nv: ~ -&1 OATH: 11118/91 -
_=' ~~_~__._~._. _.______~.w__ __ Al'l'ROVnD nv: --, . 0.., . ~9t:::::"- --z-~----
DAT": II ~ Y
.. <.-----
PROJECT NAME: S. BOGACHlEL ROAD SLIDE REPAIR
PROJECT NO.: CR0606
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COUNTY OF JEFFERSON
STATE OF WASHINGTON
In the mailer of:
K
RESOLUTION N~'
Revising a County project
designated as CR0606 .
K
K
IT IS HEREnV RESOLVED that S. BOIzachiel Rd. . County Road Nos. 146809,
from M.P....LJ1.. to M.P....ldL. be improved as follows:
Realignment to avoid the slide area.
Major items of work will be right of way acquisition, grading, draining and surfacing.
IT IS FURTHER RESOLVED that an approprialion from the
officially adopted road fund budget and based on the County Engineer's estimate is hereby
made in the amounts and for the purpose shown:
PURPOSE PREVIOUS APPROPRJA ilON PRESENT APPROPRIATION
....'- Engineering $ 1.943.00 $ 18.600.00
Right of Way $
Acquisition $ 52.500.00 96.835.00
Sub-Total $ 54.443.00 $ 115.435.00
Construction: $ 49.275.00 $ 49.275.00
Contract
XX County Forces
TOTAL $ 103.719.00 $ 164.710.00
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XX This project is included in the officially adopted annual road program as Item No.-2....
The project is hereby made a part of the officially adopted annual road program in accordance
with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED thaI:
The construction is to be accomplished by conlract in accordance with R.C.W. 36.77.020 et.
seq.
XX The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
',,' i ill ASSEI~ A~D AIlOPTEU TillS 6 ~ IlA Y OF ~~~ ,1.!l:l!L.
~.. :<;^~."..;'~' t'~ ~.., IJOAlm OF ,JEFFERSON COUNTY COMMISSIONEHS
;:~J,~,~~'t-,",~>~;, ~~
~^. 'jlf!"'ffV-:"::;-' ~ Y I ~ ~ . .
" ~: ~tl' l'i'~ ',..", ':;' ',\ . Chairman
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'~nney ~
Clerk of Ihe Board G
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~'1'A'1'J:: 01" WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
Revising a County project
designated as CR0606
RESOLUTION NO. I?O_ql
x
x
IT IS HEREBY RESOLVED that S, Boaachiel Rd.
, Road Log No. 146809
from M.P. ~ to M,P. ~ be improved as iollows:
Realignment to avoid the slide area.
Major items of work will be right of way acquisition, grading, drain
and surfacing.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the purpos,
shown:
PURPOSE
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
Engineering $
Right of Way
Acquisition S
4.000.00
S 1.943.00
S 52.500.00
$ 54.443.00
$ 49.275.00
3.000.00
7.000.00
Sub-Total $
Construction: i--40.000.00
Contract
X- County Forces
TOTAL
$ 47.000.00
$ 103.719.00
This project is included in the officially adopted annual road
program as Item No.
X- The projects hereby made a part of the officially adopted annua_
road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is ~o be accomplished by contract in accordanc(
with R.C.V. 36.77.020 et. seq.
X- The construction is to be accomplished by County forces in
accordance with R.C.W, 36,77.060 and W.A.C, 136,18.
PASSED AND ADOPTED THIS .:J.5' ~ DAY OF~~d....b.e'(
,/?9/
BOARD OF JEFFERSON COUNTY COMMISSIONERS
SEAL:
~~
Member
(E,r('1i 'S IF,) -'7/.1' ..'~A/~~ ')
Meml:;er
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RE SOLUTl ON
COUNTY PROJECT
,o.~
NO. CR 606
BEFORE THE BOARD OF JEFFERSON COUNTY COMMISSIONERS OF JEFFERSON
COUNTY, WASHINGTON.
In the matter of ( initiating / ~8~tsiR~ 1 a county road project
designated as CR0606
IT IS HEREBY RESOLVED that
S. Bogachi.eL Road
ROad Log NO.
M,P, 1.51
146809 , from M,P.
be improved as follows:
1.33
to
IT IS HEREBY RESOLVED that an appropriation from the officially
adopted road fund budget and basad on the county engineer's est-
imate is hereby made in the amounts and for the purpose shown:
PURPOSE
PREVIOUS APPROPRIATION
~ APPROPRIA!ION
$4,000.00
Engineering
o
Right of Way
Acquisition
Sub-Total
o
3,000.00
7,000.00
40,000.00
Construction:
Contract
x County Forces
TOTAL
o
$47,000.00
Thfs project is included In the officially adopted annudl road
program as Item No.
XThe project is hereby made a part of the officially adopted
annual road program in accordance with R,C.W, 36,81,130.
IT IS FURTHER RESOLVED that:
The construction Is to be accomplished by contract in accord-
ance with R,C.W. J6,77,020 et. seq,
X The construction isto be accom~llshed by county forces in
accordance with R,C.W, 36,77.06U and W.A.C, 136,18,
Adopted this ---E?-/ ct.., day of r4..e ,/f.P\-:
OOARD OF JEFFERSON COUNTY COMMISSIONERS
<~~
c~.~:,,_:;z .
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Mem e
SEAL Member
ATTEST:
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C)~cr'K 'oY th'c Board I;:;;~':;J,
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CRPT1.0
RUN DATE J./26/93
FUND - EQUIPMENT RENTAL
JE~~OUNTY PUBLIC WORKS
DEl' .. - D EXPENDITURE- REPORT
1.2/3:L/92 .
. CURRENT
___J.:'.A:rE- . .. AI10UHT
TniE 13..
TO DATE
AMOUNT
BUD
AMO
~9~ ROA[~N8+R~~)N---
PROJECT/ACTIVITY - CF:06()e, SOUTH ..'OGACHIEL. ROAn 8LIl)f~
103.
10
"9<=:. 1 1J...........r~~GJ;Nli-:E;J'~.J:.NG
.1 U. .1 0 THOMAS E: MClF~e:;L..L,O
.111 . 10 THOMAS f.:: MORELLCl
. 111 . 1,0 THOMAS E: MORELLO
111 1("> Tn""AL-E:EGU~E
, l:L 1. .1.2 THOMAS F.i: MOI':EL.LO
.111.1,2 TOTf",L OVEFaJ:Mr:::
. J.:L:L . 20 PEF~EH_1NNEl_ BENEF J: TS l!1
.11 ., . "0 I~FI:;"~(1blNEL...BENEFT""C: m
. 111 . 20 F'ER80r~NEL. f.CENf":F I TB l!1
.1:U .~!O PERf~ONNEL E":::NEFITS (!!
,l11.~lO f"ERSONNF.'~L. BENEF:rn; @.
.111 . ?O---IOI.llsLE:ERSONNEL..BENE:EJ:T.9
59~;,111, TOn\L. F'F~r::LJ:MINp,RY Er~CHNEI::.FUNG
5'il5.1],2 SURVEY;I:NI3
.112. :L() Elr~LJC:": i'-I L.AUF\J.E
. 1 1 ? 1 0 r:'fi:UCL1~LL(,llJ!UF
.112,10 TOTAL r~E:GLJL.Ar( TIME
,112.~10 F'F.:RS L.. BENI:::FITS (~oo.OOY.
. 112.20 F'ERS F,'[;:NEF:r Tf~ li1 00. OO~;
. ..Li.2....20--1".1J:r.AL-E~E.l'~SO ];;'ENEF::.J::r:S___
. J, :L~?. 4:1. NrJF~TI-ll,iESTEF, T":FmIHm:t:r:::s :i:NC
.3.1,2. 41 NOF:TJ'JW":STr::.I:~N TI,:rm:ncmn::s :CNC
,11~l. 41, Nmnl'IWE:Errfj:i'~N TI:::F(r~:i:T(Jr~:i:EEl J:NC
. 1 1 ? . 4 'J 'r 1'l'!.:8L..E:E:OEE88.J:.0h!8L-SE:li:!J.J:..CES
595.112 TOTAL SLlf,VEYING
595,231 Ii:IGHT OF WAY NI,:GlJ'l'IATION AND/CJR F'AYMr::NTS
,231. . 61 tl~:f:'T OF NATUr~AL.. I':ES()W~C:I",S
.Z3.L.6L-WIAL-LAND
595,231, TCITAI... rUGIHT CW WP,Y Nl;;C)OT:I:ATHlN ANIVC.IF;: F',I.,YI11::::NTS
595. 'il 11 Pi':(J..JEf;'T' Ami, '''PI':E:I_:C M. r.rf.:.S IGN/i::.N(3l:Nr:::l:::r~ :CNG
,9U,. :I,() ['f~LJCE M 1...ALW(:i:":
. .2.i.L.iO-l:u:r:G\LJ'~E:(3ULA!;:_:r:.:U!l1'"
. 9 11 ,:'lO F'E:F~SQNNEL. !,r::NEF :J:T!3 (1! 00. Oo~: 7/31/92
, 'iI 11 . 20 TeJT AI... PF.i:RSIJNNIi::L !::11:::NI:::F:Ii 'T'S
595.91,j. TIJ'\"AL F'RO,JECT Al:1I1.....PRm...:r.M. ItF,:S.rGN/ENG3:NF.:':f:::f':II~G
C:!.i''::;''9..1.2...-f'~i:O.Je:c:r~-AIIMXN,U'~:r.I:~A:r~ON
.912.10 BRLJ~:::: M I...ALffiIE
.91,2, :1.0 TlJU\I.. 1'~i:WllJI.,AI'~ '\";CMI::
. 91~?, ~H> PEf~EION~~F,:I... r-:CENEI:~:r: Hi (II O(). o':m
..2i.2..20-_TOTAL-.F~e:I'~SONNa,..r'ii::NE:I::X:r:8
59::;.912 Tr:JT(.l,I. PRO.IEeT PII;tMJ:N:I:!nr~ATIC:lN
695, 'j/20 I"'''(().JEGT AI;,M:C N J: {~TI'~A T J:ON/F~:i: GHl' Of" W,W
,r'>20 .:I,() F,tF~LIr.:E M I."AI.JfUE :1./31./92
-.._-,_..---~-920,..j.(L__._.....___....,___. r~,:::uC~rr.-.M -I,.Al.JI:~II;:;-"'--"---______6/.30,l-'j/2_..._..
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,'il20,:;W 1"'/-::r(EHJNNCI., I:tI:::NI~F~ ITE; W ()O. O()'~
,?20,2() PER80~~EL BENEF:rT8 (II OO.GO.
...-..--..920.:20 .... TCJr:I~L.-I:;'r;;r~S(JNN";I_ "Xilf.;NI"I:,,];:r:O__...
59::;,9:W TOT(\/.. PfW.lr::CT Af.lMJ:NJ:S1'l'~AT:cr.)N/I'Ut.HT IlF W,t,y
OR0606 T(lTA'-l,1 1301.ITH r,lt'ClACf-IXEI.. Rt1AD SI.We:
,\HI
1.4,060.00 If...
2/29 /9~~
7/31/92
8/31/92
105.12
110.32
13.79
2~a:::~~-*
:L9.7:L
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15.94
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11.95
66.90
13.36
1,1,,1... a9__*.
C442.1 :~*
11:1, .16
.aC:.40
156.64 ,~
56.::26
23.02
7-2..28_.)(____
7,785.00
2,255.()O
767.5()
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14,060.00
1 ~o....oP-II-_
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2/29/92
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7/31/92
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. 12/31/92 ~
TIME 13.07.43
PAGE 833
____I)~T E -.
CURRENT
AMounT
BUDGET
BAI_ANCE
TO rlATE
AMOUNT
BUDGET
AMOUNT
[~
103,719.00
2/29/9:'1
7/31/92
8/31/92
105.12
110.32
13.79
2"''3. ;~.
19.71
:1.9.71 ,)(.
15.94
,i.~,7~
11.95
66.90
8.36
'I ,i.,i., . f-l,?-clt,
C442.1:iY*
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.IlC::..An
156.64 ,*
56.26
23.02
7.2..28_*
7,785.00
2, 25r-S .C)O
767.50
1l"J., ,:a()7... t::;l) *
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12/15/92 :1.4,060,PO < 14,060.00
----..__L4""060~o4""06O"'OO'~lt.
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RUN DATE - 5/22/98
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JEFFERSON COUNTY PUBLIC WORKS
PROJECT BUDSET WORKSHEET
",1101/96., -12131196
PROJECT CR0606 SOUTH BOSACHIEL ROAD SLIDE
.OBJ PROJ.- "PIE... .....SURYEY
. '___n__ DECSCRIPTION -------1 COST 11 12
13:
10 -REGULAR TlME-. ---,..... 15,704.44- -,..00-
12 OYERTlME 1,750.98 .00
20 PERSONNEL BENEFITS 8,243.97 .00
J~~m.A~J:~~M~~~.~_____._ -- -...~!~~~: ~Z._.-._.-.-:gg
g m~~\wc~~~~s t'm:n :gg
65~CONSTRUCTION PROJECTS. 32:715.61 .00
.-95 -IWTERFUIlD'~RENrS'ANDlEASI:S'-19,814.00' - .-.-.90-
TOTALS
,,94,457.91
'---.;...-,,,.--
!(\
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DESISN . AD" PREL -
15 90
INSPECT
16
---- .00-,.,--. ,.00- - .00
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TIME 10.45.48
ADM RIW CONTRACT
RN/LAND CONSTR DAY-LBR AD"IN
20- 29 30-B9 30-89 91-99
OBJ 63
.00 .00 -14,706.18 998.26
.00 .00 1,726.93 24,03
.00 .00 7,701.75 542.22
.00 .00 8,522.55 .00
.00 -.00 79.96 .00
.00 .00 1,379.64 .00
.00 .00 3,499.34 2,687.42
.00 32,715.61 .00 .00
-.00 . , .OQ ~9, 749.00 125.00
.00 32,715.61 57,365.3],. 4,376.93
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_ ROAD SLIDE
PIE
11
.
JEFFERSON COUNTY PUBLIC NORKS
PROJECT BUDGET WORKSHEET
1/01/90 12/31/96 ..~. '..
SURVEY ,.
12
DESIGN . ...~ADII PREL~'
15 90
.00 . .00 -.00 ..-.00
.00 .00 .00 .00
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TIHE 10.45.48 PAGE
ADII R/N CONTRACT BUDGET
INSPECT RNILAND . CONSTP. ,. DAY-LBP. ADIIIN AIIOUNT
16 20-29 30-B9 30-89 91-99
OBJ 65
.00 .00 .00 '.14,706.18 - ,998.26
.00 .00 .00 1,726.95 24.03
.00 .00 .00 7,701.75 542.22
.00 .00 .00 8,5?~:~~ ,00
.00 .00 ...00 .00
.00 .00 .00 1,379.64 .00
.00 .00 .00 3,499.34 2,687.42
.00 .00 32,715.61 .00 .00
. '..00 .ou. .00 . '~!J 749 .00.:. . . 125.00
.00 .00 32,715.61 / 57, 36~3.7 4,376.93 103,719.00
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CRPT41
RUN DATE - 5/22/98
CR0606 SOUTH BOGACHIEL ROAD SLIDE
FUND - ROAD FUND
JEFFERSON COUNTY PUBLIC WORKS
SUMMARIZED EXPENDITURE REPORT
BY ~T~UMBER
/,-"- 12/31/96 ':
/
r
',--
595 ROAD CONSTRUCTION
595.030 ROADWAY - GENERAL/MOBILIZATION
. 30.10 TOTAL REGULAR TIME
. 30.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 30.65 TOTAL CONSTRUCTION PROJECTS
. 30.95 TOTAL INTERFUND RENTS AND LEASES
595.030 TOTAL ROADWAY - GENERAL/MOBILIZATION
595.031 CLEARING/EXCAVATION
. 31.10 TOTAL REGULAR TIME
. 31.12 TOTAL OVERTIME
. 31.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 31.31 TOTAL OPERATING SUPPLIES
. 31.95 TOTAL INTERFUND RENTS AND LEASES
595.031 TOTAL CLEARING/EXCAVATION
595.033 PLACING MATERIAL
33.10 TOTAL REGULAR TIME
33.12 TOTAL OVERTIME
. 33.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 33.31 TOTAL OPERATING SUPPLIES
. 33.32 TOTAL FUEL CONSUMED
. 33.45 TOTAL RENTS AND LEASES
. 33.95 TOTAL INTERFUND RENTS AND LEASES
595.033 TOTAL PLACING MATERIAL
595.034 GRADING. PLACING GRAVEL
34.10 TOTAL REGULAR TIME
. 34.12 TOTAL OVERTIME
. 34.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 34.31 TOTAL OPERATING SUPPLIES
. 34.43 TOTAL TRAVEL EXPENSES
. 34.95 TOTAL INTERFUND RENTS AND LEASES
595.034 TOTAL GRADING. PLACING GRAVEL
595.036 SHOULDER RESTORATION/ROAD APPROACH
. 36.10 TOTAL REGULAR TIME
. 36.12 TOTAL OVERTIME
. 36.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 36.95 TOTAL INTERFUND RENTS AND LEASES
595.036 TOTAL SHOULDER RESTORATION/ROAD APPROACH
595.042 ATHEY DITCHING
. 42.10 TOTAL REGULAR TIME
. 42.12 TOTAL OVERTIME
. 42.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 42.95 TOTAL INTERFUND RENTS AND LEASES
595.042 TOTAL ATHEY DITCHING
595.044 INSTALL CULVERTS/CATCH BASINS/DRYWELLS
. 44,10 TOTAL REGULAR TIME
. 44,20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 44.95 TOTAL INTERFUND RENTS AND LEASES
595,044 TOTAL INSTALL CULVERTS/CATCH BASINS/DRYWELLS
595.045 STREAM ENHANCEMENT
,45,10 TOTAL REGULAR TIME
. 45.20 TOTAL PERSONNEL BENEFITS @ OO,OOX
. 45.95 TOTAL INTERFUND RENTS AND LEASES
595.045 TOTAL STREAM ENHANCEMENT
595.065 STRIPING/LANE MARKERS/GUIDE POSTS
. 65.10 TOTAL REGULAR TIME
. 65,20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
595.065 TOTAL STRIPING/LANE MARKERS/GUIDE POSTS
595.074 TREE TRIMMING
. 74.10 TOTAL REGULAR TIME
. 74.12 TOTAL OVERTIME
. 74.20 TOTAL PERSONNEL BENEFITS @ 00.00'l.
. 74.95 TOTAL INTERFUND RENTS AND LEASES
595.074 TOTAL TREE TRIMMING
595,092 PROJECT ADMINISTRATION/CONSTRUCTION
. 92,10 TOTAL REGULAR TIME
. 92,20 TOTAL PERSONNEL BENEFITS @ ~),OO'l.
595.092 TOTAL PROJECT ADMINISTRATION/CONSTRUCTION
o
:
0: ]I
,CURRENT
AMOUNT
10
....
->
TH1E 10.5
TO DATE BUDGE
AMOUNT AMOUN
*
65.31
36.18
32,715.61
. 48.00
32~865.1(1 *
1.984.50
'499.05
1,,073.44
, 21. 60
4,,044.00
7;622.59 *
4,62g:~z
2,,062.23
8;098.23
79.96
3,499.34
5;318.00
23;789.18 *
7,126.59
1,031.97
4;073.87
402.72
1,379.64
9~229.0C)
23;243.79 *
*
*
*
*
115.83
48.06
75.65
183.00
422.54 *
150.33
51. 75
86.60
204.00
492,68 *
183.56
69.25
195.00
447,81 *
138.00
79.21
240.00
457.21 *
98.50
22.40
120.90 *
16c).2<'
48 .Ol,
122.92
288 . (II)
61,9.18 *
*
*
*
*
*
*
282.37
126.22
408,59 *
32 X 10
,-
I
.
SLIDE
JEFFERSON COUNTY PUBLIC WORKS
SUMMARIZED EXPENDITURE REPORT
........... H..6BYY..~PROJ :;:)' NUMBER.
~ . 12/31/96
/. .. ........ ..r . . . .... . =--->iSURRENT
'----.-- AMOUNT
..
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TIME 10.50.27
TO DATE
AMOUNT
BUDGET
AMOUNT
~L/MOBILIZATION
~ TIME
~6l~gfE~~:~:O;l,...
- GENERAL/MOBILIZATION
r ION.. .... ."-..-,.-.,._.......,..,.......
~ TIME
1E
JEL BENEFITS @ 00.00;1,
: NG SUPPLIES.,............,. ,..
JND RENTS AND LEASES
'EXCAVATION
l TIME
lE
~EL BENEFITS @ 00,00;1,
: NG SUPPL I ES
INSUMED..
IND LEASES
JND RENTS AND LEASES
lATERIAL
JG. GRAVEL ...
~ T I ME
IE
tEL BENEFITS @ 00.00;1,
NG.SUPPLIES.
EXPENSES
IND RENTS AND LEASES
, PLACING GRAVEL
,TION/ROADAPPROACH ......
e TIME
IE
tEL BENEF ITS @ 00.00;1,
!ND RENTS AND LEASES
RESTORATION/ROAD APPROACH
: TIME
IE
IEL BENEF I TS @ 00.00;1,
IND RENTS AND LEASES
'CHING
: I CA TCH BAS I NS / DRYWELLS
: TIME
IEL BENEF I TS @ 00.00;1,
IND RENTS AND LEASES
ULVERTS/CATCHBASINS/DRYWELLS
NT
: TIME
'EL BENEF I TS @ 00,00;1,
IND RENTS" AND. LEASES
HANCEMENT
,RKERS/GU I DE F'OSTS
TIt1E
&L BENEFITS@ 00,00;1,
LANE MARKERS/GUIDE POSTS
TIME
E
EL BENEF I TS @ (ll) . (11);1,
ND RENTS AND LEASES
MINe-l
RATION/CONSTRUCTION
TIME
EL BENEFITS @ 00,00;1,
DMINISTRATION/CON8TRUCTION
C"-" 0
...... -
~
*
*
*
*
*
*
*
*
*
*
*
65.31
36.18
32,715.61
48.00
32,865.10 *
l'4~~:6g
1,073.44
...21.60
4,044.00
7,622.59 *
4,6~~:~i
2,062.23
8,0;~:~~
3.499.34
5;318.00
23,789.18 *
7,126.59
1,031,97
4,073.87
402.72
1,379.64
9,229.00
23,243.79 *
115.83
48.06
75.65
183,1)0
422.54 *
150.33
.51-.75
86.60
204,00
492,68 *
183,56
69.25
195.00
447,81 *
138,00
79.21
240.00.
457.21 *
98,50
22.40
120.90 *
160.20
48,06
122.92
288.00
619,18 *
282,37
126.22
408,59 *
e" S;)j) ',;Q~iYr..'-':~:::>:,:,::':,"'~~ .":';'''. .
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PAGE
BUDGET
BALANCE
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... -595 ----ROAD ---CONSTRUC'fIDN.....-.------.------..----...-.--- .
595.094 STAFFTRAINING
. '94.10 TOTAL REGULAR TIME
. ,--.-.-.-~-'-...-94-..1-2---..-TOTAL--.OVERT.IME._.~------_...__..___._n_.___....~. _.,_... ._...._.__m_.._ - .......-.-- ..........---
. 94.20 TOTAL PERSONNEL BENEFITS @ OO.OOY.
. 94.45 .TOTAL RENTS AND LEASES
. 94.95 TOTAL INTERFUND RENTS AND LEASES
- -59 5.094----TOTAL-. STAFF .-TRAIN ING-.-..----. 'e-- _______....___...__m__..... .--.
595.0 TOTAL ROADS - CONSTRUCTIDN PROJECTS
595 TOTAL ROAD CONSTRUCTION
CRPT41
RUN DATE -
5/22/98
CR0606 SOUTH BOGACHIEL ROAD SLIDE
FUND - ROAD FUND
(
.. 'i
9:
.0
lJ;
1~ '
TOTAL ROAD FUND
.-----SDUTH.. BOGACH IEL-ROAD-..SLI DE--..
----.-..-. ..GRAND.m TOTAL <.
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JEFFERSON COUNTY PUBLIC WORKS
SUMMARIZED EXPENDITURE REPDRT
..---.By. PRO RS NUMBER
12/31/96 )
..<.-........-- .--.../-
-~ CURRENT
AMOUNT
-*
**
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<-
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., 't" .nw.~.,.....,,,.. ;,.,.'1...1..."...... ,."""",,{ .",.
~>- ......'1""""-
TO DATE
AMOUNT
715.89
24.03 ..
416.00
2't~~:66
--3,968.34 *-
94,457.91 **
94,457.91
94,457.91
94,457.91'
"".....--:-:-94,457.91
'- ---------
,0
TIME 10.
:3'2-~1 0
--
I
IDE
JEFFERSON COUNTY PUBLIC WORKS
SUMMARIZED EXPENDITURE REPORT
.~,-BY-PRO @.....:-NUMBER
~.~/31./96 /)_
. .------.- CURRENT
AMOUNT
.: I'1E .' _ L:.--.- ...__ ,-.--~-.. ..----....
~ITS @ 00.00'l.
LEASES
, RENTS AND LEASES
,I NG - .------. .____...n._ ..---.--
ISTRUCTI DN PROJ ECTS
(,
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TIME 10.50.27
TO DATE
AMOUNT
BUDGET
AMOUNT
*.
**
715.89
.24.03
416.00
2,687.42
125.00
3,968.34 *
94,457.91 **
94,457.91
94,457.91
94,457.91
,....-----<i4, 4 57. 91
-_.,...~>
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BALANCE
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CRPT27
RUN DATE - 5/22/98
FUND - ROAD FUND
""'k.
.,~'
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
CUR
A
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.030 ROADWAY - GENERAL/MOBILIZATION
30.10 MELVIN D FRAKER
30.10 LARRY D MINOR
30."10 "TOTAL REGULARTIME
30.20 PERSONNEL BENEFITS @
30.20 PERSONNEL BENEFITS @
30.20 TOTAL PERSONNEL BENEFITS
.30.65 HILLCAR 8<FLE-TCHER, IEXCAVATOR/D-8/D-5 HRS7I16-31
30.65 HILLCAR 8< FLETCHER, 14 AXLE DUMP HRS 7/23-7/31
~g:%5 ~I~LJA~NfE~~~Ig~~R, I~Bg~H~~u~~SH~~1~/~~~j~~r/96
30.65 HILLCAR B,.FLETCHER, ..IBACKHOE/D-5HRS. 8/1-8/5/96
30.65 HILLCAR & FLETCHER; 14 AXLE DUMP HRS 8/1-8/8/96
30.65 L 8< J ENTERPRISES' DUMP TRUCK HRS 8/1-8/8/96
30.65 TOTAL CONSTRUCTION PROJECTS
30.95 000213 1987 INT, 5YD, DUMP TR
30.95 JC EQUIP RENTAL REV FOCTOBER EQUIPMENT RENTAL
30,95 JC EQUIP RENTAL REV FDELETE OCTOBER EQUIP RENTAL
. 30,95 TOTAL INTERFUND RENTS AND LEASES
595.030 TOTAL ROADWAY-GENERAL/MOBILIZATION
595.031 CLEARING/EXCAVATION
31.10 MARJORIE L FAULKNER
31.10 SHARLA J FRAKER
31.10 MELVINDFRAKER
31,10 LARRY D MINOR
31.10 MARJORIE L FAULKNER
31.10 SHARLA J FRAKER
31.10 LARRY D MINOR
31.10 LARRY D MINOR
31.10 MELVIN D FRAKER
31.10 MELVIN D FRAKER
31~10 LARRY DMINOR
31.10 GUY ROBBINS
31.10 LARRY D MINOR
31.10 MELVIN D FRAKER
31.10 LARRY D MINOR
31.10 MELVIN D FRAKER
31.10 MELVIN D FRAKER
31.10 MARJORIE L FAULKNER
31.10 MELVIN D FRAKER
31.10 SHARLA J FRAKER
31,10 LARRY D MINOR
31.10 MARJORIE L FAULKNER
31.10 MELVIN D FRAKER
31.10 SHARLA J FRAKER
31.10 LARRY D MINOR
31.10 CANDACE J STEED
31.10 KAREN L DESHA
31,10 TERI E GAYDESKI
31,10 KAREN L DESHA
31,10 TERI E GAYDESKI
31,10 LARRY D MINOR
31.10 LARRY D MINDR
31.10 LARRY D MINOR
31.10 LARRY D MINOR
31,10 MELVIN D FRAKER
31.10 TOTAL REGULAR TIME
31,12 MELVIN D FRAKER
31,12 LARRY D MINDR
31.12 TOTAL OVERTIME
c
e, C:J)
-.;'III;.,;i...:..-
............................._ 11-
DATE
6/12/96
9/19/96
6/30/96
9/30/96
7/31/96
7/31/96
7/31/96
7/31/96
8/31/96
8/31/96
8/31/96
9/19/96
10/31/96
10/31/96
2/06/96
2/06/96
3/07/96
3/07/96
3/19/96
3/19/96
4/22/96
5/13/96
5/14/96
5/14/96
5/14/96
5/14/96
5/28/96
5/30/96
5/30/96
6/03/96
7/01/96
7/17/96
7/17/96
7/17/96
7/17/96
7/18/96
7/18/96
7/18/96
7/18/96
7/19/96
7/22/96
7/22/96
7/23/96
7/23/96
7/23/96
7/24/96
8/0J.l96
8/05/96
9/19/96
7/19/96
7/19/96
I' .
10
I. _""
___--'---1L::.._r...._ ~
TIME 10.4
UNITS
1.00
3.00
4.00
3.00
3.00
1.00
1.00
1.00
1.00
1.00
1.00
5.0CI
1.00
1.00
2.00
3.00
3.00
1.00
1.00
1.00
2.00
1.00
9.00
10.0C>
9.00
10,00
9.00
10.00
9,00
H>.OO
10.Cll)
10.00
10,00
10.00
1'),00
2.00
2.00
6,00
1,00
4.00
168.00
10,00
10,00
20.00
32 x 10
-
I
.
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c.
TIME 10.49.46
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
".12/31-/96
D SLIDE
RAL/MOBILIZATION
KER
R
~PERSONi~iEL-B'ENEFiTS @
PERSONNEL BENEFITS @
NNEL BENEFITS
ETCHER ,...IEXCAVATOR/.D-8/D-l)--HRS-7/.16-31 ...
ETCHER, 14 AXLE DUMP HRS 7/23-7/31
~I~~~R, I~e~~H~~U~~SH~~1~/~~~~~jt/96
ETCHER. ... I BAC KHOE /D- 5 HRS.~ 8/.1-8 /5/96
ETCHER; 14 AXLE DUMP HRS 8/1-8/8/96
RISES - DUMP TRUCK HRS 8/1-8/8/96
RUCTION PROJECTS
. --000213.-1987.INT,.-5..YD,...DUMP TR
TAL REV FOCTOBER EQUIPMENT RENTAL
TAL REV FDELETE OCTOBER EQUIP RENTAL
FUND RENTS AND LEASES
- GENERAL/MOBILIZATION.
ATION
AULKNER
KER
KER
R
AULKNER
KER
R-
R
KER
KER
R.
R
~:ER
rR
~:ER
KER
AULI<NER
,KER
KER
IR
AULKNER
rKER
KER
IR
EED
IA
:SKI
fA
:SKI
IR
IR
IR
IR
lKER
.AR TI ME
\KER
II~
'IME
c~
c
DATE
6/12/96
9/19/96
6/30/96
9/30/96
7/31/96
7/31/96
7/31/96
7/31/96
.8/31/96
8/31/96
8/31/96
9/19/96
10/31/96
10/31/96
2/06/96
2/06/96
.3/07/96
3/07/96
3/19/96
3/19/96
4/22/96.
5/13/96
5/14/96
5/14/96
5/14/96
5/14/96
5/28/96
5/30/96
5/30/96
6/03/96
7/01/96
7/17/96
7/17/96
7/17/96
7/17/96
7/18/96
7/18/96
7/18/96
7/18/96
7/19/96
7/22/96
7/22/96
7/23/96
7/23/96
7/23/96
7/24/96
8/01/96
8/1)5/96
9/19/96
7/19/96
7/19/96
Ii.......
CURRENT
AMOUNT
UNITS
1.00
3.00
--4.00
3.00
3.00
1.00
1.00
1.00
1.00
1.00
1.00
5,00
1.00
1.00
2.00
3.00
3.00
1,00
1,00
1.00
2.00
1.00
9.00
10,00
9.00
10,00
9.00
10.00
9,00
10,00
10,00
10.00
10,00
10,00
10,00
2,00
2,00
6.00
1.00
4,00
168.00
10,00
10,00
20,(10
"
PAGE
1
TO DATE
AMOUNT
**
17.25 .
48.06 "
65.31..* .....
9.90
26.28 .
36.18 *
2,669.78
4,563.00
10.633.55 .
5;132.00
1.984..28
4;030.00
3,703.00 ~~,.
32,715.61 *
.48,00
687.00
687.00- .
48.00 * . Ie<
32,865.10 **
7.91 .
7,91
17,25-
16.02
7.91 .
7.91
80.10
16.02
17.25 .
34.50
48.06
24.00
16,02
17.25
16,02
34.50
17.25
72.00
172,50
72,00
160,20
72.00
,172,50
72.00
160.20
80.00
8ChOO
80.00
80.00
80.00
-32.04
32. (J4
96,12
16,02
69.00
1,984,50 *
258.75
240,30
499,05 *
~ 'i';~. '"'" """ .,i;I'~,.,'~'irl.~\I\l,-)';i~'\~!Jr'J'::' ,1(,~,\T".~r:tl{"::",!".,~"':"- ;.""~:"~~,..., I' ....~>'-"'_.:',~":... ~'-' .-~.... ,.,-,...,.'....,
el':: .'. ." . . ,I. ,,,,,, -', .,. 0
~,.':','" ,::':.;~1\:)';~' , :"j:~\/<:~\\,_;',i,:>:,"',,'- .:,~'i,<i:,:,':,~:~\<\;i:::.",,',,',', .,;:.".;,,', ,',. :~. ...' ),..: .'. . . .., ':.;
, ',. "", "1;j"/'~~'''''.I,..}>I',,',w;'V~~~';I:i'';::1;'\:.1;.-,<:,.. . ---.:... '..
- ____ :_ ~_".J'
.
.
.
.
~
32 X 10
~. '~"'1
.-
(
("
(
(
(
( "
(
I
,
(
<.
r
(
0
<
<
I
01 <
J (.
(
(
c'.,
o
o
..
"
CRFT27
RUN DATE - 5/22/98
FUND - ROAD FUND
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.031 CLEARING/EXCAVATION
31.20 PERSONNEL BENEFITS @
31.20 PERSONNEL BENEFITS @
31.-20 . PERSONNEL BENEFITS @
31.20 PERSONNEL BENEFITS @
31.20 PERSONNEL BENEFITS @
31.20 PERSONNEL BENEFITS @
31.20 PERSONNEL BENEFITS @
31.20 PERSONNEL BENEFITS @
31.20 TOTAL PERSDNNEL BENEFITS
31.31 00510 PIT RUN
31.31...TOTAL OPERATING SUPPLIES
31.95 000036 1978 JOHN DEERE GDR.770
31.95 000036 1978 JOHN DEERE GDR.770
31.95 00(~53 1980 TEREX F/E LDR.72 2
.31.95 000466 1984 KENWORTH10 YD. DU
31.95 000213 1987 INTo 5 YD. DUMP TR
31.95 000400 1989 D4C WIDE TRACK TRA
31.95 000466 1984 KENWORTH 10 YD. DU
31. 95 --000589. JOHN DEERE 3100 BACKHOE
31.95 000213 1987 INT. 5 YD. DUMP TR
31.95 000400 1989 D4C WIDE TRACK TRA
31. 95 00046t- 1984 KENWORTH 10 YD. DU
31.95 000589 JOHN DEERE 310D BACKHOE
31.95 000400 1989 D4C WIDE TRACK TRA
31.95 000400 1989 D4C WIDE TRACK TRA
31.95 000400 1989 D4C WIDE TRACK TRA
31.95 000213 1987 INT. 5 YO. DUMP TR
31.95 000213 1987 INT. 5 YD. DUMP TR
31.95 000213 1987 INT. 5 YD. DUMP TR
31.95 000400 1989 D4C WIDE TRACK TRA
,31,95 TOTAL1NTERFUND RENTS AND LEASES
595.031 TOTAL CLEARING/EXCAVATION
595.033 PLACING MATERIAL
33.10 MELVIN D FRAKER
33.10 MELVIN DFRAKER
33.10 MELVIN D FRAKER
33.10 LARRY D MINOR
33.10 LARRY 0 MINOR
~3.10 MELVIN D FRAKER
33,10 LARRY 0 MINOR
33.10 KAREN L DESHA
33.10 TERI E GAYDESKI
33,10 LARRY o MINOR
33.10 KAREN L DESHA
33.10 MELVIN 0 FRAKER
33.10 TERI E GAYDESKI
33,10 KAREN L DESHA
33,10 MELVIN 0 FRAKER
33,10 TERI E GAYDESKI
33,10 LARRY D MINOR
33,10 MELVIN 0 FRAKER
33.10 TERI E GAYOESKI
33.10 LARRY 0 MINOR
33.10 MELVIN D FRAKER
33,10 TERI E GAYOESKI
33.10 LARRY 0 MINOR
33.10 BARRY G BROWN
33,10 KAREN L DESHA
33.10 MELVIN 0 FRAKER
(
o
.._-- -_.- ~
c
E) C,.,)
o
,....;
-"'"
*-11 hLl~
DATE
2/29/96
3/31/96
4/30/96
5/31/96
6/30/96
7/31/96
8/31/96
9/30/96
5/14/96
4/22/96
5/14/96
5/14/96
5/14/96
7/17/96
7/17/96
7/17/96
7/17/96
7/18/96
7/18/96
7/,L8/96
7/18/96
7/19/96
7/19/96
7/23/96
7/24/96
8/01/96
8/05/96
9/19/96
1/17/96
1/17/96
1/17/96
1/17/96
7/22/96
7/23/96
7/23/96
7/24/96
7/24/96
7/24/96
7/25/96
7/25/96
7/25/96
7/29/96
7/29/96
7/29/96
7/29/96
7/30/96
7/30/96
7/30/96
7/31/96
7/31/96
7/31/96
8/01/96
8/01/96
8/0.1196
{' ,
'10
TIME 10.
UNITS
CU
A
18.00
18.00
5.00
3.00
1.00
2.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
2.00
2.00
6.00
1.00
4.00
126,00
2.00
1,00
3.00
3.00
10.00
10,00
8.00
10,00
10.00
8.00
10.00
8.00
10.00
9.00
10,00
10,00
10,00
10.00
10,00
10.00
j,O.OO
9,00
10,00
9,(11)
10,00
10,00
t)
32><10
,-
...
I
o
o
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # 8< ELEriENT
-12/3-1/96------
DATE
,0 SLIDE
'ATION
PERSONNEL BENEFITS @ 2/29/96
PERSONNEL BENEFITS @ 3/31/96
~~~~~g~~~[-~~~~~I:::~-~ .... ......-....-.-.-...--..- .~~~~~~%
PERSONNEL BENEFITS @ 6/30/96
PERSONNEL BENEFITS @ 7/31/96
...-PER80NNEL--BENEFH8.@ - .... -8/31/96..-
PERSONNEL BENEFITS @ 9/30/96
INNEL BENEFITS
00510 PIT RUN 5/14/96
,T I NG. SUPPb I E8--..... .--..--..-.- .----.-.- .. . . -..-.-..-.-.-.-- ....-- -....-.-.- ...-.-.
000036 1978 JOHN DEERE GDR.770 4/22/96
000036 1978 JOHN DEERE GDR.770 5/14/96
000053 1980 TEREX F/E LDR.72 2 5/14/96
-0004661984 - KENWORTHl 0 YD.--DU - ..- -5/14/96
000213 1987 INT, 5 YD. DUMP TR 7/17/96
000400 1989 D4C WIDE TRACK TRA 7/17/96
000466 1984 KENWORTH 10 YD. DU 7/17/96
-. -000589-JOHN- DEERE--310D' BACKHOE--'-' .. -"--7/17/96-
000213 1987 INT, 5 YD. DUMP TR 7/18/96
000400 1989 D4C WIDE TRACK TRA 7/18/96
000466 1984 KENWORTH 10 YD. DU 7/18/96
..-.000589.-J OHN..DEERE -31 OD. . BACKHOE .-.-.---.-. .-..7-1-18/96.
000400 1989 D4C WIDE TRACK TRA 7/19/96
0004001989 D4C WIDE TRACK TRA 7/19/96
000400 1989 D4C WIDE TRACK TRA 7/23/96
-000213-.1987.-INT . 5 YD. DUMP--TR .-- -...-... ... ,.-7124/96...
000213 1987 INT. 5 YD. DUMP TR 8/01/96
000213 1987 INT. 5 YD. DUMP TR 8/05/96
000400 1989 D4C WIDE TRACK TRA 9/19/96
:FUND RENTS. AND. LEASES
IG/EXCAVATION
AL
IKER
,KER
IKER
IR
If~
,KER
IR
IA
:SKI
IR
IA
,~~ER
SKI
:A
,KER
SKI
IR
KER
SKI
H
IKER
SKI
IR
'N
IA
KER
1/17/96
-1/.1-7/96
1/17/96
1/17/96
7/22/96
-7/23/96
7/23/96
7/24/96
7/'24/96
7/24/96
7/25/96
7/25/96
7/'25/96
7/29/96
7/'29/96
7/'29/96
7/29196
7/30/96
7/30/96
7/31)/96
7/31196
7/31/96
7/31/96
8/01./96
8/01/96
8/01/96
c
. . . C"'~'''(;-'~'-
-
t
':.
---
TIME 10.49.46
UNITS
CURRENT
AMOUNT
18.00
-_c'-.18.-00'
5.00
3.00
1.00
...--2,00
10.00
10,00
10.00
",10.00,
10,00
10.00
10.00
-10.00
10,00
10,00
2,00
. 2.0r)-
6,00
1.00
4.00
'126,00. .
2.00
.1.00
3.00
3,(1)
10,00
10,00
8,00
10,00
10,00
8,00-
10,00
8.00
10.00
9,00
10,00
10,00
10,00
10,00
10,00
10,00
10,(10
9,00
10,00
9.00
10,(10
10,1)0
()
PAGE
2
TO DATE
AMOUNT
,\
')
~
2.12
20.78
.43'0.80
95.39
19.80
790.62
.......-..--.61.,32..------
39.61
1,0~I::g *
-21.-60' *.-;;
150.00
90.00
50.00
50..00.
160.00
500,00
250.00
-.--.. -220.,.00
160.00 'J<, .~
~g?: . gi~ .'
.. ,.--..---22(1-:00---'--'"
500.00 ,u
500 . 00 :l-I 31
100.00
,32,00
96.00
16.00 .,.. ~.
-.4~~~:g~.* '"
7 : 622. 59 ** ,,,
i::~ ~.
34.50
,17.25, .
51. 75
48.06
160.20
-..172.,50. .-
128.16
80,00
80,00
..128,.16-
80,00
138.0(1
80,00
72.00
172.50
80,00
160.20
1.72,50
80,00
1.60,20
172.50
.72.00 .
160.2(1
144.18
80.0(1
1.72,51)
~
Ii': ...
;', ~
~1
",. ~
,'Jg
')t\
lJ:
**
,1',
.lli,
.,
.,
:""~
:1;('
"
o
.,
m, ,r)
!l,
:7/
I-I,,' )
,
o
,
~ '-""-,.~"~'''-''''''~'-~'''-'''''' ..,-. -I' - --
e ':,';' , ,'", -.. ,,\ ,- I' 0
tt'\ j ,.' ( I ~ ! I I l f(,'. j 1 1 >>
...,.~"""""'."j<"\"rf.~~::.
32 X 10
........
'.-
.
.. /
.
D
C :>0
C
(
<. :'-J
~..., (
'I
(
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0
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(
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(
(
C
C 0
c
CRPT27
RUN DATE - 5/22/98
FUND - ROAD FUND-
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.033 PLACING MATERIAL
. 33.10 TERI E GAYDESKI
. 33.10 LARRY D MINOR
- .-33,-10. KAREN --L--DESHA--
. 33.10 TERI E GAYDESKI
. 33.10 LARRY D MINOR
. 33.10 KAREN L DESHA
.--33.10 TERI-E-GAYDESK I
33.10 LARRY D MINOR
33.10 KAREN L DESHA
33.10 MARJORIE L FAULKNER
.33,10. MELVIN.DFRAKER
33.10 LARRY D MINOR
33.10 MELVIN D FRAKER
33.10 LARRY D MINOR
.. .33.10--LARRYDMINOR.
33.10 LARRY D MINOR
33.10 LARRY D MINOR
33.10 MARJORIE L FAULKNER
33.10... TOTALREGULAR.TIME
33.12 BARRY G BROWN
33.12 TOTAL OVERTIME
33.20
33.-20
33.20
33.20
33,20
""--'--"M-..33..3!--
33.31
33.31
33.31
33.31
33.31
33.31
33.31
-33.31
33.32
33.32
33,45
33,45
33,95
33.95
33,95
33.95
33,95
33,95
33,95
33.95
33,95
33,95
33,95
. 33.95
33.95
33.95
~53. 95
, 33,95
33,95
33,95
33,95
33.95
o
o
..
n.
v.
~
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
PERSONNEL
PERSONNEL
PERSONNEL
PERSONNEL
TOTAL PERSONNEL BENEFITS
-.-.-...... .00510 PIT RUN
HILLCAR & FLETCHER, 130 YDS 1 1/4 CRUSH
HILLCAR & FLETCHER; 138 YDS 1 1/4 CRUSH
00510 PIT RUN
- 00510 PIT RUN
HILLCAR & FLETCHER, IPIT RUN & CRUSH
JERRY'S SMALL ENGINE FILTER BLANKET
~t5~~eR o~E~~H~~~~~pMI ~~ 4 ..C:~Ut:l~_~_~c:~
THREE RIVERS PETROLEUDIESEL FUEL FOR RU4
TOTAL FUEL CONSUMED
NC MACHINERY CO EXCAVATOR RENTAL JULY 96
TOTAL RENTS AND LEASES
000036 1978 JOHN DEERE GDR,770
000466 1984 KENWORTH 10 YD. DU
000466 1984 KENWORTH 10 YD. DU
,000589 JOHN DEERE 310D . BACKHOE.
000213 1987 INT. 5 YD. DUMP TR
000RU4 EXCAVATDR - RENTAL
000213 1987 INT. 5 YD. DUMP TR
000400 . 1989-D4C W I DE -TRACK TRA .
000RU4 EXCAVATDR - RENTAL
000RU4 EXCAVATOR - RENTAL
000213 1987 INT, 5 YD. DUMP TR
000400 1989D4C WIDE TRACK TRA
000RU4 EXCAVATOR - RENTAL
000213 1987 INT, 5 YO, DUMP TR
000400 1989 D4C WIDE TRACK TRA
000RU4 EXCAVATDR - RENTAL
000213 1987 INT, 5 YD. DUMP TR
000400 1989 D4C WIDE TRACK TRA
000472 1992 KENWORTH 10 YD DUM
000213 1987 INT, 5 YO, DUMP TR
-
c
~-
BENEF ITS @
BENEFITS -@
BENEF ITS @
BENEFITS @
- -.
eq,~_.
.. "~'~_7:~",'.~""~'.f'" ..l"l':\~l; ','I' '{'." . -''I'''~' '":''''''N\);~:;:';;'''
,'\.,:,:':
,"i"',
.~
DATE
UN ITS
8/01/96 10.00
8/01/96 4.00
8/05/96 10.00
8/05/96 10.00
8/05/96 9.00
8/06/96 10.00
8/06/96 10.00
8/06/96 10.00
8/07/96 10.00
8/07/96 10.00
8/07/96 10.00
8/07/96 10.00
8/08/96 10.00
8/08/96 7.00
9/18/96 4.00
9/18/96 5.00
9/18/96 1.00
8/08/97 10.00
370.00
7/31/96 2.00
2.00
1/31/96
7/31/96
8/31/96
9/30/96
1/17/96 18,00
5/31/96
7/31/96
8/01/96 50.00
8/01/96 15,00
9/30/96
9/30/96
10/31/96
83.00
7/31/96
7/31/96
1/17/96 3.00
1/17/96 2,00
1/17/96 3,00
1/-17/96 1,00
7/22/96 10.00
7/23/96 10,00
7/23/96 8.00
7/24/96 8,00
7/25/96 8,00
7/29/96 10.00
7/29/96 10,00
7/29/96 10,00
7/30/96 10,00
7/30/96 10,00
7/30/96 10.00
7/31/96 1(1,00
7/31/96 10,1)0
7/31/96 10,00
7/31/96 2,00
8/01/96 4,00
t. - .
10
--'=--
iW/-'"
~--
TIME 10.
32xltf
,-
I
.
o
o
..
,
.'
TIME 10.49.46
PAGE
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
[DE
-~
~ER
~ER
IME
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
BENEFITS
00510 PIT RUN
~R, 130 YDS 1 1/4 CRUSH
oR~ 138 YDS 1 1/4 CRUSH
, 00510 PIT RUN
00510 PIT RUN
~R, IPIT RUN & CRUSH
3INE FILTER BLANKET
~~UPU.I~~4 CRUSH ROCK
~OLEUDIESEL FUEL FOR RU4
.JMED
EXCAVATOR RENTAL JULY 96
LEASES
000036 1978 JOHN DEERE GDR,770
000466 1984 KENWORTH 10 YD. DU
000466 1984 KEN WORTH 10 YD. DU
000589 JOHN DEERE 31c)D BACKHOE
~)0213 1987 INT. 5 YD. DUMP TR
000RU4 EXCAVATOR - RENTAL
000213 1987 INT. 5 YD. DUMP TR
0004~J 1989D4C WIDE TRACK TRA
000RU4 EXCAVATOR - RENTAL
000RU4 EXCAVATOR - RENTAL
000213 1987 INT. 5 YD. DUMP TR
OCl0400 1.989 D4C WIDE TRACK TRA
000RU4 EXCAVATOR - RENTAL
000213 1987 INT. 5 YD. DUMP TR
000400 1989 D4C WIDE TRACK TRA
000RU4 EXCAVATOR - RENTAL
000213 1987 INT, 5 YO, DUMP TR
000400 1989 D4C WIDE TRACK TRA
000472 1992 KENWORTH 10 YO DUM
C~0213 1987 INT, 5 YD, DUMP TR
C'=~~
c
DATE
CURRENT
AMOUNT
TO DATE
AMOUNT
UNITS
8/01/96 10.00 80.00
8/01/96 4.00 64.08
8/05/96 10,00 80.00
8/05/96 10.00 80.00
8/05/96 9.00 144.18
8/06/96 10.00 80.00
8/06/96 10,00 80.00
8/06/96 10.00 160.20
8/07/96 10.00 80.00
8/07/96 10.00 80.00
8/07/96 10,00 172.50
8/07/96 10.00 .160.20
8/08/96 10.00 172.50
8/08/96 7.00 112.14
9/18/96 4.00 64.08
9/18/96 5.00 80.10
9/18/96 1.00 16.02
8/08/97 10.00 81).00
370.00 4.683.36
7/31/96 2.00 ' 48.06
2.00 48.06
1/31/96 85.69
7/31/96 1,049.77
8/31/96 839. 17
9/30/96 87.60
2,062.23
1/17/96 18,00 21. 60
5/31/96 178.04
7/31/96 225.51
8/01/96 50.00 60.00
8/01/96 15,00 18.00
9/30/96 4,607.87
9/30/96 2,589.6(J
10/31/96 397.61
83,00 8,098,23
7/31/96 ' 79.96
79.96
7/31/96 3,499.34
1/17/96 3.00 3;499.34
90.00
1/17/96 2,00 40.00
1/1'7196 3,00 60,00
1/17/96 1.00 22.00
7/22/96 10,00 160.00
7/23/96 10,00
7/23/96 8,00 .t28 . ell)
7/24/96 8,00 400.00
7/25/96 8,00
7/29/96 10,00
7/29/96 10,00 160,00
7/29/96 10,00 500,00
7/30/96 10,00
7/30/96 10,00 160.00
7/30/96 10,00 501) . 00
7/31/96 10,00
7/31/96 10,00 160,00
7/31/96 10,00 500,00
7/31/96 2,01) 36,00
8/01/96 4,00 64.00
.._..~~~.. .__....~~--~ ........ -_.._-"._--~...;:,~
'i~~I.'0::r.f,.:~ll;,",'.,~,t'r'''':~'i''!' .' ',' ""_<' ":'f("'
.
~ .
...:'
.
.
.
.
.
.
...
*
* ~
:':
*
~,
, ':)
*
* ~
*
.,
, .,
....
,
","-,
f
" .: 0
" "
'I'
.
i" ..
I 0 32 X I 0
~ .b4
~- "!.~'::........~~~~~~
"-
."
~,
.
.
..
-"~
en u.!
-0,
:E ~i
C2 ::::; I
u. <I
en::>
-c
:I: u.:,
~:I:.
Z~
;::0
z~
UJ UJ,
~::>'
a~~
g t;<
UJUJ
:I:u
~-
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z,
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f=~
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CRPT27
RUN DATE - 5/22/98
FUND - ROAD FUND
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
CUR
AM
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.033 PLACING MATERIAL
33.95 000400 1989 D4C WIDE TRACK TRA
33.95 000510 1993 590T CASE BACKHOE
33~95 000213 1987 INT. 5 YD. DUMP TR
33.95 000213 1987 INT. 5 YD. DUMP TR
33.95 000213 1987 INT. 5 YD. DUMP TR
~~.95 000400 1989 D4C WIDE TRACK TRA
_,,,,,.95 000213 1987 INT. 5YD.DUi"IP TR
33.95 000400 1989 D4C WIDE TRACK TRA
33.95 000213 1987 INT. 5 YD. DUMP TR
. 33.95 TOTAL INTERFUND RENTS AND LEASES
595.033 TOTAL PLACING MATERIAL
595.034 GRADING & PLACING GRAVEL
34.10 MELVIN D FRAKER
34.10 MELVIN D FRAKER
34.10 LARRY D MINOR
34.10 MARJORIE L FAULKNER
34.10 SHARLA J FRAKER
34.10 MARJORIE L FAULKNER
34.10 MELVIN D FRAKER
34.10 MELVIN 0 FRAKER
34.10 SHARLA J FRAKER
34.10 LARRY D MINOR
34.~0 MARJORIEL FAULKNER
34,10 MELVIN D FRAKER
34.10 SHARLA J FRAKER
34,10 LARRY D MINOR
34~10 MELVIN DFRAKER
34.10 MELVIN 0 FRAKER
34.10 JOHN C ROBINSON
34.10 JOHN C ROBINSON
34.10 JOHN C ROBINSON
34.10 MELVIN 0 FRAKER
34.10 MARJORIE L FAULKNER
34,10 MELVIN 0 FRAKER
34.10 MELVIND FRAKER
34.10 LARRY 0 MINOR
34.10 LARRY 0 MINOR
34.10 LARRY 0 MINOR
34.10 LARRY 0 MINOR
34,10 GUY ROBBINS
34.10 MARJORIE L FAULKNER
34.10 MELVIN 0 FRAKER
34.10 MELVIN 0 FRAKER
34.10 MELVIN 0 FRAKER
34.10 MELVIN 0 FRAKER
34.10 LARRY 0 MINOR
34.10 LARRY 0 MINOR
34,10 LARRY 0 MINOR
34.10 LARRY D MINOR
34,10 LARRY D MINOR
34,10 GUY ROBBINS
34.10 MARJORIE L FAULKNER
34.10 MELVIN 0 FRAKER
34.10 MELVIN 0 FRAKER
34,10 MELVIN 0 FRAKER
34,10 LARRY 0 MINOR
34,10 LARRY 0 MINDR
34,10 LARRY 0 MINOR
34.10 BUY ROBBINS
(
(~
e()
--
(-~~~:='.,..- - -----
r
DATE
8/01/96
8/01/96
8/05/96
8/06/96
8/07/96
8/07/96
8/08/96
8/08/96
9/18/96
1/04/96
1/04/96
1/04/96
3/11/96
3/11/96
3/15/96
3/15/96
3/15/96
3/15/96
3/15/96
4/10/96
4/10/96
4/10/96
4/10/96
4/29/96
4/29/96
4/29/96
4/29/96
4/29/96
5/14/96
5/20/96
5/20/96
5/20/96
5/20/96
5/20/96
5/20/96
5/20/96
5/20/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/22/96
5/22/96
5/22/9(~
5/22/96
5/22196
5/22/96
5/22/96
5/22/96
t'
10
TIME 10.4
UN ITS
10.00
9.00
9.00
10.00
10.00
10.00
7.00
10.00
4.00
228.00
2.(1)
1.00
2.00
1.00
1.00
3.00
2.00
1.00
3.00
3.00
4,00
4,00
4.00
4,00
~.99
.::...C)l)
5. (II)
5.00
3.00
5.00
7.00
3.00
6.00
1.00
1.oe,
2.0(J
6.00
9.00
7.00
2.00
2.00
3.00
1.00
1.00
1,00
3,00
1.00
4.00
9.00
3.00
2.00
,1.00
2,00
3.0f)
::2. (Ie)
1.00
5.00
I,i)
32 ~ I'D
-.
o
.-
o
..
I
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/-31/96
PAGE
TIME 10.49.46
DATE
CURRENT
AMOUNT
TO DATE
AMOUNT
UN ITS
SLIDE
L
I
4' ~
.
.
500.00 .
198.00
144.00
160.00
160.00 ~
500.00
.112.00. - .
5Z~:gg '~~ ,
5,318.00 * '"
23,789,.18" **. ."
000400 1989 D4C WIDE TRACKTRA
...-- ~8g~t.g t ~~~.1~~~--~~~~ .B~5~~9_!fR
~'300213 1987 INT. 5 YD. DUMP TR
000213 1987 INT. 5 YD. DUMP TR
000400 1989 D4C WIDE TRACK TRA
---.000213 1987 -INT. 5 YD. .DUMP-.TR
000400 1989 D4C WIDE TRACK TRA
000213 1987 INT. 5 YD. DUMP TR
UND RENTS AND LEASES
MATERIAL-------.-.- ..
NG GRAVEL
ER
ER
ULKNER
ER
ULKNER
ER.
ER
ER
ULKNER
ER
ER
ER
ER
ON
ON
ON
ER
ULKNER
ER
ER
34.50
17.25
'-32.04'
7.91
7.91
23.73
H 34,,50-
17.25
23.73
48.06
-32.00 -..
69 . ~)O
32.00
64.08
86.25
51. 75
40.00
40.00
. 24.00'
86.25
56.00
51.75
. 103.50
16.02
16.02
32.04
96.-12
72.00
56,00
34.50
34'.50,
5,1. 75
17.25
16,02
16,02
48.06
16.02
64.08
72.00'
24,00
34.50
17.25
34,50-'
48.06
32,04
16.1)2
40.00
ULKNER
ER
ER
ER
ER
ULKNER
ER
ER
ER
(,
0"
o
,-, - n.J'l'V'lt.-:.s..UL.1'~
C 0
=_:
',':B,':;i~!;. ---~~:;:";~J~;,r.7~~~'-.,'--'-"w-' ..1.0.... -....-....- ........
,. ."."..1..< ,...... ...,.,",.. .", ... ..... t .' ,
---:",,". .~~1.. ...' ',', , ,
~-
c
" %>
~~i
,,~
::1;',
;{2
"'3:l
"].1"
;~v,
)1
.~
s
.1')
:':S
..
"",.
..,'.
'.
..,
o
(')
t)
'.
32 X 10
,,~
;(
(
r
CRPT27
RUN DATE - 5/22/98
FUND - ROAD FUND
(
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.034 GRADING & PLACING GRAVEL
34.10 MELVIN D FRAKER
34.10 MELVIN D FRAKER
34.10- DONALD K-HOLLUM--
34.10 BARRY G BROWN
34.10 MICHAEL J HATHAWAY
34.10 JOHN R HESS
34 .10 RICHARD.. WLISKE-
34.10 MARK A LOPEMAN
34.10 RICHARD A MOORE
34,10 LARRY J TAYLOR
-34.10-BARRYGBROWN
34.10 MICHAEL J HATHAWAY
34.10 JOHN R HESS
34.10 RICHARD W LISKE
34.10 MARK A LOPEMAN
34.10 RICHARD A MOORE
34.10 LARRY J TAYLOR
34.10 BARRY G BROWN
34.10 MICHAELJ-HATHAWAY
34.10 JOHN R HESS
34.10 RICHARD W LISKE
34.10 MARK A LOPEMAN
34.10 RICHARD-A MOORE
34.10 LARRY J TAYLOR
34,10 BARRY G BROWN
34.10 MICHAEL J HATHAWAY
34.10 JOHN R HESS
34.10 RICHARD W LISKE
34.10 MARK A LOPEMAN
34.10 LARRY J TAYLOR
34,10 MARJORIE L FAULKNER
34.10 MELVIN D FRAKER
34.10 SHARLA J FRAKER
34,10 LARRY D MINOR
34.10 MARJORIELFAULKNER
34.10 MELVIN D FRAKER
34.10 SHARLA J FRAKER
34.10 LARRY D MINDR
34,J,O MARJORIEL FAULKNER
34,10 MELVIN D FRAKER
34.10 MELVIN D FRAKER
34,10 SHARLA J FRAKER
34,10 LARRYD MINOR
34.10 TOTAL REGULAR TIME
34.12 BARRY G BROWN
34.12 MICHAEL J HATHAWAY
34.12 JOHN R HESS
34,12 RICHARD W LISKE
34.12 MARK A LOPEMAN
34,12 RICHARD A MOORE
34.12 LARRY J TAYLOR
34.12 BARRY G BROWN
34.12 MICHAEL J HATHAWAY
34.12 JOHN R HESS
34,12 RICHARD W LISKE
34,12 MARK A LOPEMAN
34,12 RICHARD A MOORE
34,12 LARRY J TAYLOR
34.12 BARRY G BROWN
.,
-r
,
r
o
o
(
(
(
,....~~.::~-
l 0
c
o
o
..
c
"'1:_
,!ti'
TIME 10.
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
DATE
6/05/96
9/03/96
9/03/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/17/96
9/17/96
9/17/96
9/17/96
9/17/96
9/17/96
9/17/96
9/18/96
<;'/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/19/96
9/19/96
9/19/96
9/19/96
9/19/96
9/19/96
9/30/96
9/30/96
9/30/96
9/30/96
10/01/96
10/01/96
10/01/96
10/01/96
11/13/96
1.1113/96
11/13/96
11/13/96
11/13/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/,17/96
9/17/96
9/17/96
9/17/96
9/17/96
9/17/96
9/17/96
9/18/96
~()
(~ II
10
CU
A
UNITS
3.00
7.00
7.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
.10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
1(>,00
10.00
6,00
9.00
8.00
4.00
8.00
8,00
3.00
3.00
3,00
3.00
7.00
8.00
7.00
4,00
7,00
4,00
4,00
7,00
8.00
487.00
2,00
2.00
3.(10
2. ()C)
3.00
3.e)0
3.00
.1.00
1.00
1.00
1,00
2,00
1,(10
1,00
1,00
32 X I 0
.-
I
.
o
o
..
C;
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
- --12/31/96-
ROAD SLIDE
PLACING GRAVEL
I FRAKER
, FRAKER
:~-----'_._---'----------_._--_..._,. .-'.-.---.-----.--.----" .---.,-.,..-
J HATHAWAY
!ESS
\II ,LISKE .-.-.- .--.----..-,'.--.--.-..,-,.------- .,--.---------,----------,-----.-
OPEMAN
A MOORE
TAYLOR
BRDWN- - - -. _,..u __ _._______._ _m_u__________.______,_______...____. __,______.
J HATHAWAY
!ESS
\II LISKE
OPEMAN- .
A MOORE
TAYLOR
BRDWN
J- HATHAWAY" -.____... -.____ ___m __m_
ESS
W LISKE
OPEMAN
A MOORE
TAYLOR
BROWN
J HATHAWAY
!ESS
W LISKE
OPE MAN
TAYLOR
L FAULKNER
FRAKER
FRAKER
MINOR
, LFAULKNER
FRAKER
FRAKER
MINOR
LFAULKNER
FRAKER
FRAKER
FRAKER
MINOR
EGULAR TIME
BROWN
J HATHAWAY
!ESS
W LISKE
DPEMAN
A MOORE
TAYLOR
BROWN
J HATHAWAY
ESS
W LISKE
OPE MAN
A MOORE
TAYLOR
BRDWN
C_I~' ---
~
TIME 10.49.46
CURRENT
AMOUNT
DATE
6/05/96 3.00
9/03/96 7.00
. ---....9/03/96.,..,---.--7.00.-
9/16/96 10.00
9/16/96 10.00
9/16/96 10.00
u 9/16/96-- .-...-1C1.00,
9/16/96 10.00
9/16/96 10.00
9/16/96 10.00
- -.,- --,-- --u9/-17-1-96.--,-----10.00
9/17/96 10.00
9/17/96 10.00
9/17/96 10.00
-9/17/9610.00
9/17/96 10.00
9/17/96 10,00
9/18/96 10,00
---9/..t8/96 --.10.00--
9/18/96 10.00
9/18/96 10.00
9/18/96 10.00
---9/18/96--- -10,00---- --.-
9/18/96 10,00
9/19/96 6.00
9/19/96 9,00
, -9/19/96 . 8.00
9/19/96 4.00
9/19/96 8,00
9/19/96 8.00
-9/30/96 ,3,00
9/30/96 3.00
9/30/96 3,00
9/30/96 3,00
10/01/96-- 7,00
10/01/96 8.00
10/01/96 7.00
10/01/96 4,00
-.11/13/96-, .-7.,00
11/13/96 4,00
11/13/96 4.00
11/13/96 7,00
11/13/96 -8,00
487,00
9/16/96 2,00
9/16/96 2.00
9/16/96 3.00
9/16/96 2,00
9/16/96 3.00
9/16/96 3.00
9/16/96--3,00
9/17/96 1,00
9/17/96 1.00
9/17/96 1.00
9/17/96-1.00
9/17/96 2.00
9/17/96 1.00
9/17/96 1,00
9/18/96 1.00
· ~~$~ ,"':7J:~:{I;:,,:;':~~i;;::'::.~'~'~::'-;( < 1 D'
;~
PAGE
TO DATE
AMOUNT
51.75
120.75
,.87.64
160.20
156.30
164.20
--160.20
182.60
160.20
160.20
.,---160.20-
156.30
164.20
160.20
--- -- - --182,60
160.20
160,20
160.20
.-156.30- .
164.20
160.20
182.60
-160,20.
160.20
96.12
140.67
.-. 131..36,.
64.1)8
146.08
128.16
-.24-,00-
51,75
24,00
48.06
56,00
138.00
56.00
64.08
..56,00
69,01)
69,00
56.00
. . -128,16 .-----
7,126.59 *
, 48,06
46.89
73,89.
48,06
82,17
72,09
-72,09 '
24,03
23,45
24,63
- 24,03
54,78
24,03
24,03
24,03
5
.
.
.
.
--
.
(
c
CRPT27
RUN DATE - 5/22/98
FUND, -, ROAD FUND
o
o
..
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
(
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.034 GRADING & PLACING GRAVEL
34.12 MICHAEL J HATHAWAY
34.12 JOHN R HESS
34.12-- ,RICHARD- WuLI SKE
34.12 MARK A LOPEMAN
34.12 RICHARD A MOORE
34.12 LARRY J TAYLOR
34.12 BARRYGBROWN--
34.12 MICHAEL J HATHAWAY
34.12 JOHN R HESS
. 34.12 RICHARD W LISKE
, ,-34.12-MELVIN-D-FRAKER-
34.12 TOTAL OVERTIME
34.20
34.20
34.20--
34.20
34.20
34.20
34.20
34.20
34.20 TOTAL PERSONNEL
34.31
34.31
34.31
34.31
34.31
34.31
34.31
34.31
34.31
.34.31.
34.31
34.31
34,.43
34.43
34.43
34.43
34.43
34.43
34,43
34.43
34.43
~::t~
34.95
34.95
34.95
34,95
34,95
34.c~5
34,95._
34.95
34.95
34.95
34.95
34.95
34.95
34,95
34,95
(
(
(
(
J"
\,
r
(
o
(
(
o
(
c
(
(
(:~~~=~-~
TOTAL OF'ERATING
ADVANCE TRAVEL
ADVANCE-TRAVEL
ADVANCE TRAVEL
ADVANCE TRAVEL
ADVANCE TRAVEL
ADVANCE TRAVEL
ADVANCE TRAVEL
FORKS MOTEL
FORKS MOTEL
FORKS MOTEL
TOTAL TRAVEL
(
(
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEF ITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
BENEFITS
00510 PIT RUN
00510 PIT RUN
00510 PIT RUN
00510 PIT RUN
00510 PIT RUN
00510-PIT RUN
00513 RIP RAP
00510 PIT RUN
00510 PIT RUN
00510 PIT RUN
00510 PIT RUN
SUPPLIES
TRV REIMBURSE B BROWN 9/16-19
--TRV ADV -T- LISKE 9/16-19/96
TRV ADV M HATHAWAY 9/16-20/96
TRV ADV J HESS 9/16-19/96
TRV ADV D MOORE 9/16-19/96
TRV ADVL-TAYLOR 9/16-19/96
TRV ADV M LOPEMAN 9/16-19/96
CREW ACCOMMODATIONS 9/19/96
CREW ACCOMMODATIONS 9/19/96
CREW ACCOMODATIONS 9/19/96
EXPENSES
000036 1978 JDHN DEERE GDR,770
000466 1984 KENWORTH 10 YD. DU
-00(1589 JOHN DEERE ::!.10DBACKHDE
000036 1978 JOHN DEERE GDR.770
000053 1980 TEREX FIE LDR,72 2
000466 1984 KENWORTH 10 YD, DU
00021::'1 1987INT, 5 YO, DUMP TR
0~)036 1978 JOHN DEERE GDR.770
000036 1978 JOHN DEERE GDR,770
000033 1980 TEREX FIE LDR.72 :2
-000053 1980 TEREXF/E LDR,72 2
000466 1984 KENWORTH 10 YD, DU
000466 1984 KENWORTH 1(1 YD. DU
000033 1980 TEREX FIE LDR,7:2 2
000213 1987 tNT, 5 YD. DUMPTR
(1
C) (~~ ,'~ ".~~~~~::~"'?"':;~::~'?:' ,
... ,r:~'~,"n~.~' .~~. ... -:,-:
DATE
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/19/Y6
9/19/96
9/19/96
9/19/96
10/01/96
1/3l/96
3/31/96
4/30/96
5/31196
6/30/96
9/30/96
10/31/96
11130/96
1104196
3/15/96
4/29/96
5/20/96
5/20/96
5/21/96
5/21/96
5/22/96
5/22/96
9/03/96
9/03/96
9/30/96
9/30/96
9/30/96
9/30/96
9/30/96
9/30/96
9/30/96
9/30/96
9/30/96
9/30/96
1/04/96
1/04/96
,1/04/96
3115196
3/15/96
3/13/96
4/10196
4/29/96
4/29/96
4/29/96
4/29/96
4/29/96
5/14/96
5/20/96
5/20/96
(' .
1 If'
10 -.
TIME 10.
UN ITS
CU
A
1.00
1.00
1.00
1.00
1.00
1.00
2.00
2.00
2.00
2.00
1.00
42.00
10.00
19.00
30.00
20,00
12,00
10.00
12.00
10.00
18.00
20.00
12,00
173,00
2.00
2.00
1.00
3.00
1.00
2,(1)
4,00
5.00
5,00
3,00
3,00
5,00
5,00
1,00
1,00
~
"It,.'!
- ....32X I 0
0
.-
0
..
.
I
(
c=-;;. ,,_.
r
~
("
'I'
j,'
-,.G~
--
""",'
.
32 X I 0
--
~
.(
(
(
1\,
( H.
;0;
(,
\
\
~
r'
,0
.r. "
o
(
(
(
(
(--. . 0""'"
o
o
..
(
11":'"
u
CRPT27
RUN DATE - 5/22/98
- FUND-- - ROAD-FUND. ... -------.--------
.
TIME 10.4
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
CUR
AM
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.034 GRADING &
. 34.95
. 34.95
--.--34.95
. 34.95
. 34.95
. 34.95
..----...-34..9:5 ..--.....-- -- .------. ---..---.----..-
34.95
34.95
34.95
34.95-- .
34.95
34.95
34.95
-34.95
34.95
34.95
34.95
34,95
34.95
34.95
34..95
.34,95
34.95
34.95
34.95
34,95
34.95
34.95
34.95
34,95
34,95
34.95
34.95
34.95
34.95
34.95
34,95
34,95
34.95
34,95
34,95
34,95
34.95
34.95
34.95
34,9:5
34,95
34.95
, 34.95
34,95'
34,95
34.95
34,95
34,95
34,95
34,95
34,95
34,95
GRAVEL
000213 1987 INT. 5 YD. DUMP TR
000213 1987 INT. 5 YD. DUMP TR
n. .-000466 "1984-KENWORTH..l0-YD.DU
000589 JOHN DEERE 310D BACKHOE
000036 1978 JOHN DEERE GDR. 770
000053 1980 TEREX F/E LDR.72 2
--0002.13--.1987-.1 NT-. -..5-YD.-DUMP .TR.
000213 1987 INT. 5 YD. DUMP TR
000213 1987 INT. 5 YD. DUMP TR
000466 1984 KENWORTH 10 YD. DU
.----- -oo- 000466---1984 .. KENWORTH -10 YD , DU
000589 JOHN DEERE 310D BACKHOE
000036 1978 JOHN DEERE GDR.770
000053 1980 TEREX F/E LDR.72 2
-----000213--1987 INT.5.YD.DUMP TR
000213 1987 INT. 5 YD. DUMP TR
000466 1984 KENWORTH 10 YD. DU
000589 JOHN DEERE 3100 BACKHOE
. - - -000036 .1978 JOHN DEERE- BDR. 770
000053 1980 TEREX F/E LDR.72 2
000213 1987 INT. 5 YD. DUMP TR
000400 1989 D4C WIDE TRAC~: TRA
. ----000466--1984 -KENWORTH-l0YD,. DU
000036 1978 JOHN DEERE GDR.770
000221 1987 KENWORTH C510 10VD
000221 1987 KENWORTH C510 10VD
.....-,000466.1984 KENWORTH..l0-YD,. DU-..
000472 1992 KENWORTH 10 YD DUM
000472 1992 KEN WORTH 10 YD DUM
000508 1993 PETERBUILT 10 YD.
----000508 -1993 PE.TERBUILT-l0.YD.
000587 INGERSOLL-RAND ROLLER S
000587 INGERSOLL-RAND ROLLER S
000036 1978 JOHN DEERE GDR,770
"000221--1987 KENWORTHC51010VD..
000221 1987 KENWORTH C510 10VD
000466 1984 KENWORTH 10 YD. DU
0(1)472 1992 KENWORTH 10 YD DUM
-(100472-1992 -KENWOFaHl0. YD DUM
000508 1993 PETERBUILT 10 YD,
000508 1993 PETERBUILT 10 YO,
000587 INGERSOLL-RAND ROLLER S
.........000587-.-1 NGERSOLL-RAND. -ROLLER S
000036 1978 JOHN DEERE GDR.770
000221 1987 KENWORTH C510 10YD
000221 1987 KENWORTH C510 10VD
0004(10 -1989 D4C - W I DE-TRACKTRA
000400 1989 D4C WIDE TRACK TRA
000466 1984 KENWORTH 10 YO, DU
000472 1992 KENWORTH 10 YD DUM
... ...000472 '-1992.KENWORTH- .10 YO OUM
000508 1993 PETERBUILT 10 YD,
000508 1993 PETERBUILT 10 YD.
000036 1978 JOHN DEERE GDR,770
. 0000361978-J OHNDEERE GDR, 770
000221 1987 KENWORTH C510 10YD
000221 1987 KENWORTH C510 10VD
000466 1984 KENWORTH 10 YO, DU
0004721992.KENWORTH-l0 YOOUM
[
e, r~~~:~ "'?~~~,,1~"::'~~~""i,:~t\"~~";' \I
':1'.f~ ..' "=j.,., .' '-'.'",''1','" ......:.. "'
DATE
5/20/96
5/20/96
5/20/96
5/20/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/22/96
5/22/96
5/22/96
5/22/96
5/22/96
5/22/96
6/05/96
9/03/96
9/03/96
9/03/96
9/03/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/16/96
9/17/96
9/17/96
9/17/96
9/17/96
9/17/96
.9/17/96
9/17/96
9/17/96
9/17/96
.9/17/96,
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/18/96
9/19/96
'9/19/96
9/19/96
9/19/96
9/19/96
9/19/96
](j'
UN ITS
2.00
6.00
3.00
6.00
1.00
1.00
3.00
1.00
4.00
2.00
2.00
1.00
2.00
1.00
3.00
1.00
2.00
2.00
3.00
2,00
7.00
2.00
7,00
10.00
10.00
2,00
10.00
10.00
2.00
10.00
2,00
10,00
3,00
10,00
10.00
1,00
10.00
10.00
1,00
10,00
1.00
10,00
1.00
10.00
10.00
1,00
-10,00
1,00
10,00
10,00
1.00
10,00
1, (10
8,00
2.00
9,00
2,00
8,00
6,00
32 xl 0
'.-
I
.
o
o
..
.
JEFFERSON COUNTY P~BLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
1.2/31/96
DE
,RAVEL
00021.3 1.987 INT. 5 YD. DUMP TR
~ .OOO~ 3 1.987 INT. 5 YD. DUMP TR
o 66 1.984 KENWORTH 10 YD. DU
, : ~)589 JOHN DEERE 310D BACKHOE
000036 1978 JOHN DEERE BDR.770
000053 1980 TEREX F/E LDR.72 2
00021.31987 INT. 5 YD. DUMP TR
000213 1987 INT. 5 YD. DUMP TR
00021.3 1.987 INT. 5 YD. DUMP TR
000466 1984 KENWORTH 10 YD. DU
000466 1984 KENWORTH ~O YD. DU
000589 JOHN DEERE 310D BACKHOE
000036 1978 JOHN DEERE BDR.770
000053 1980 TEREX FIE LDR.72 2
00021.3 1987 INT. 5 YD. DUMP TR
00021.3 1987 INT. 5 YD. DUMP TR
000466 1.984 KENWORTH 10 YD. DU
000589 JOHN DEERE 310D BACKHOE
000036 1978 JOHN DEERE BDR.770
0~)053 1980 TEREX F/E LDR.72 2
00021.3 1987 I NT. 5 YD. DUMP TR
0~)400 1989 D4C WIDE TRACK TRA
000466 1984 KENWORTH 10 YD. DU
000036 1978 JOHN DEERE BDR.770
000221 1987 KENWORTH C510 10YD
000221 1987 KENWORTH C510 10YD
000466 1984 KENWORTH 10 YD. DU
~)0472 1992 KENWORTH 10 YD DUM
000472 1992 KENWORTH 10 YO DUM
0~)508 1993 PETER8UILT 10 YD.
000508 1993 PETER8UILT 10 YD.
000587 INGERSOLL-RAND ROLLER S
000587 INGERSOLL-RAND ROLLER S
000036 1978 JOHN DEERE GDR.770
000221 1987 KENWORTH C510 1(IYD
000221 1987 KENWORTH C510 10YD
000466 1984 KENWDRTH 10 YD. DU
000472 1992 KENWORTH 10 YD OUM
000472 1992 KENWORTH 1.0 YO DUM
0~)508 1.993 PETER8UILT 10 YD.
0~)508 1993 PETER8UILT 10 YO.
000587 INGERSOLL-RAND ROLLER S
0~)587 INGERSOLL-RAND ROLLER S
0~)036 1978 JOHN DEERE GDR.770
nnn??1 1987 KENWORTH C510 lOYD
666~~1 1987 KEN WORTH C510 10YD
000400 1989 D4C WIDE TRACK TRA
000400 1989 D4C WIDE TRACK TRA
000466 1984 KENWORTH 10 YO, DU
000472 1992 KENWORTH 11) YO DUM
000472 1992 KENWORTH10 YD DUM
0~)508 1993 PETER8UILT 10 YO.
000508 1993 PETER8UILT 10 YO.
000036 1978 JOHN DEERE GDR.770
000036 1978 JOHN DEERE BDR.770
000221 1987 KENWORTH C510 10YD
000221 1987 KENWORTH C510 10YD
0~)466 1984 KENWORTH 10 YD, DU
000472 1992 KEN WORTH lO YD DUM
;;;.:;::.-.r'~...I,;~:."lft:~------
~
':
DATE
5/20/96
5/20/96
5/20/96
5/20/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/21/96
5/22/96
5/22/96
5/22/96
5/22/96
5/22/96
5/22/96
6/05/96
9/03/96
9/03/96
9/03/96
9/03/96
9/1.6/96
9/1.6/96
9/1.6/96
9/1.6/96
9/16/96
9/1.6/96
9/16/96
9/1.6/96
9/1.6/96
9/1.6/96
9/1.7/96
9/1.7/96
9/1.7/96
9/17/96
9/17/96
9/1.7/96
9/17/96
9/1.7/96
9/17/96
9/17/96
9/18/96
9/1.8/96
9/18/96
9/18/96
9/1.8/96
9/1.8/96
9/1.8/96
9/18/96
9/.18/96
9/18/96
9/1.9/96
9/1.9/96
9/19/96
9/19/96
9/19/96
9/19/96
UN ITS
2.00
6.00
3.00
6.00
1..00
1.00
3.00
1.00
4.00
2.00
2.00
1.00
2.00
1.00
3.00
1.00
2.00
2.00
3.00
2.00
7.00
2.00
7.00
10.00
10.(1C)
2.00
10.00
10.00
2.00
10.00
2.00
10,00
3,00
10,00
10.00
1.00
10.00
10.00
1.00
10,00
1,00
10,00
1.00
10.00
10.00
.t ,00
10,00
1.00
10,00
10,01)
1.00
10.00
1,00
8.00
2,00
9.1)1)
2,00
8,1)(1
6,00
E)(,~
TIME 10.49.46
CURRENT
AMOUNT
.. .
&
PABE
TO DATE
AMOUNT
32.00
96.00
75.00
132.00
30.00
50.00
48.00
16.')0
64.00
50.00
50.00
22.00
60.00
50.00
48.0()
16.00
50.00
44.00
90.00
1.00.00
112.00
l~g:gg
300.00
180.00
36.00
250.00
180.00
36.00
1.80.00
36.00
250.00
75.00
300.00
1.80.00
,t8.00
250.00
.180.1)0
18.00
1.80,00
18.00
250.00
25.00
300,00
180.00
18.00
500,00
50.1)0
250.00
180,00
18,00
180.00
18.00
24C) . (1)
60.00
162,00
36,00
200.00
1(18.00
10
------
I' ,
.
7 .
.
.
.
.
.
.
S
..
" "t
'~
~
~
"
'..\ .,
'I)
"\
. 0
.,
.
.
32 X I 0
,-
.
.
.
,
c
L
<.
':: (,
(
(.
r
(
o
(
.
o
I(
,(
I(
(
("".~_.. ...
o
o
..
CRPT27
RUN DATE - 5/22/98
FUND- ROAD FUND
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
CUR
AM
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.034 GRADING & PLACING GRAVEL
34.95 000472 1992 KENWORTH 10 YO DUM
34.95 000508 1993 PETERBUILT 10 YD.
34,95. 000508 1993. PETERBUILT 10 YD.
34.95 000036 1978 JOHN DEERE GDR.770
34.95 000587 INGERSOLL-RAND ROLLER S
34.95 000036 1978 JOHN DEERE GDR.770
34.95 000221 1987 KENWORTH C510 10YD
34.95 000042 1981 J.DEERE GRADER 770
34.95 000221 1987 KENWORTH C510 H>YD
34.95 000466 1984 KENWORTH 10 YD. DU
. .34,95.. TOTAL.INTERFUND RENTS AND ..LEASES
595.034 TOTAL GRADING & PLACING GRAVEL
595.036 SHOULDER RESTORATION/ROAD APPROACH
36.10 MELVIN D FRAKER
.36.10 LARRYD MINOR
36 . 10 TOT AL REGULAR TI ME
36.12 LARRY D MINOR
36.12 TOTAL OVERTIME
36.20 PERSONNEL BENEFITS @
36.20 TOTAL PERSONNEL BENEFITS
36.95 000221 1987 KEN WORTH C510 10YD
36.95 000221 1987 KENWORTH C510 10YD
36.95 000466..1984 KENWORTH 10 YD. DU
. 36.95 TOTAL INTERFUND RENTS AND LEASES
595.036 TOTAL SHOULDER RESTORATION/ROAD APPROACH
595.042 ATHEY DITCHING
42.10 MELVIND FRAKER
42.10 MELVIN D FRAKER
42.10 LARRY D MINOR
42.10 TOTAL REGULAR TIME
42.12 MELVIN D FRAKER
42.12 TOTAL OVERTIME
42.20 PERSONNEL BENEFITS @
42.20 TOTAL PERSONNEL BENEFITS
42.95 000221 1987 KENWORTH C51() 10YD
42.95 0~J589 JOHN DEERE 310D BACKHOE
42.95 (~0589 JOHN DEERE 3100 BACKHOE
. 42.95 TOTAL INTERFUND RENTS AND LEASES
595.042 TOTAL ATHEY DITCHING
595.044 INSTALL CULVERTS/CATCH BASINS/DRYWELLS
44.10 MARJORIE L FAULKNER
44.10 MELVIN D FRAKER
44.10 MELVIN D FRAKER
44.10 SHARLA J FRAKER
44.10 LARRY 0 MINOR
44.10 TOTAL REGULAR TIME
44.20 PERSONNEL BENEFITS @
44.20 TOTAL PERSONNEL BENEFITS
44.95 000221 1987 KENWORTH C510 10VD
44.95 000466 1984 KENWORTH 10 YD. DU
44.95 000589 JOHN DEERE 31(ID BACKHOE
. 44.95 TOTAL INTERFUND RENTS AND LEASES
"595.044 TOTAL INSTALL CULVERTS/CATCH BASINS/DRVWELLS
595.045 STREAM ENHANCEMENT
45.10 M~LVIN D FRAKER
. 45.10 TOTAL REGULAR TIME
. 45.20 PERSONNEL BENEFITS @
. 45.20 TOTAL PERSONNEL BENEFITS
. 45.95 000036 1978 JOHN DEERE GDR.770
. 45.95 TOTAL INTERFUND RENTS AND LEASES
595.045 TOTAL STREAM ENHANCEMENT
(
C1
c
E)l" '"
\;,. .J1
TIME 10.4
DATE
UN ITS
9/19/96 2.00
9/19/96 4.00
9/19/96 2.00
9/30/96 3.00
9/30/96 3.00
10/01/96 8.00
10/01/96 4.00
11/13/96 4.00
11/13/96 8.00
11/13/96 4.00
381.00
11/08/96 3.00
11/08/96 4.00
7.00
11/08/96 2.00
2.00
11/30/96
11/08/96 4.00
11/08/96 2.00
11/08/96 3.00
9.00
11/08/96 1.00
1.1/08/96 4.00
11/08/96 4.00
9.00
11/08/96 2.00
2.00
11/30/96
11/08/96 4.00
11/08/96 4.00
11/(18/96 2.00
10.00
11/12/96 2.00
11/12/96 3.00
11/12/96 3.00
11/12/96 2. C)c)
11/12/96 3.00
13.00
11/30/96
11/12/96 3.00
11/12/96 3.00
11/12/96 3.00
9.00
9/25/96 8.00
8.00
9/30/96
9/25/96 8.00
8.00
"l,'_
.('
10
32 x I 0
--
I
C'.
..
("
..._..,-~
[
o
o
o
~.
E) ~'rQ
, '. "'''f,'''~ \/,) '.,.' (" ~ ~i'f''' : 11 .~t ;\~'., ".~ l{'. '. ~'i~1 :~:- ," ';" ~"'I'< ': n. 'v~:~:,' ", .' ,
. -, ". - .
. ",j.. .
'1IIiIIiB' .
.
.
('" , .
10
32 X I 0
-
~
.
.
.
.
...JI- .
enu.
-0
~~i .
(2::; ~.. ;
u.<(
en::;)
_C
~~ . 'i
ZI-
;:0
zl- .. ;"J
~~1
B~,
0-: (
Cl !::!
Ww
:I:U,
1--
~6! ..
Zi
~~I
~:r:1 t. ;.\
0"'"
Z
\ .. j.'
,
(
(
r
( "
0
( I.:
(
0
(
(
(
(
C-"''''''"'~C''''"- J
o
o
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(,
"
.;J
CRPT27
RUN DATE - 5/22/98
FUND~ ROAD FUND.
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/96
CUR
AM
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.065 STRIPING/LANE MARKERS/GUIDE POSTS
. 65.10 MARJORIE L FAULKNER
.65.10 SHARLA J FRAKER
...... ....65 .10 MELVIN .D.FRAKER
. 65.10 TOTAL REGULAR TIME
. 65.20 PERSONNEL BENEFITS @
. 65.20 PERSONNEL BENEFITS @
....65.20 -TOTAL PERSONNEL. BENEFITS.
595.065 TOTAL STRIPING/LANE MARKERS/GUIDE POSTS
595.074 TREE TRIMMING
74.10 RICHARD A MOORE
74.10 RICHARD.A..MOORE
74.10 TOTAL REGULAR TIME
74.12 RICHARD A MOORE
74.12 TOTAL OVERTIME
74.20 .. ... . ....PERSONNEL "BENEFITS. @..
74.20 TOTAL PERSONNEL BENEFITS
74.95 000587 INGERSOLL-RAND ROLLER S
. 74.95 000587 INGERSOLL-RAND ROLLER S
....74.95 000589 JOHN . DEERE 3100.. BACKHOE
. 74.95 TOTAL INTERFUND RENTS AND LEASES
595.074 TOTAL TREE TRIMMING
595.092 PROJECT ADMINISTRATION/CONSTRUCTION
.92.10 DARREL M ERFLE
. 92.10 DARREL M ERFLE
. 92.10 ROBERT G NESBITT
. 92.10 ROBERT G NESBITT
......92.10 TOTAL REGULAR .TI ME
. 92.20 PERSONNEL BENEFITS @
. 92.20 PERSONNEL BENEFITS @
. 92.20 PERSONNEL BENEFITS @
.92. 20 TOTAL PERSONNEL BENEFITS
595.092 TOTAL PROJECT ADMINISTRATION/CONSTRUCTION
595.094 STAFF TRAINING
94.10 MELVIN D FRAKER
..94.10 MELVIN..DFRAKER
94.10 MELVIN D FRAKER
94.10 MELVIN D FRAKER
94.10 LARRY D MINOR
'~4:!g L~~~ALDR~&~E~R TIME
94.12 LARRY 0 MINOR
94.12 TOTAL OVERTIME
94.20 PERSONNEL .BENEF ITS..@
94.20 PERSONNEL BENEFITS @
94.20 PERSONNEL BENEFITS @
94.20 TOTAL PERSONNEL BENEFITS
94~45NC MACHINERY CO EXCAVATOR. RENTAL .JULY...96.. .
94.45 NC MACHINERY CO EXCAVATOR RENTAL AUGUST 96
94.45 TOTAL RENTS AND LEASES
94.95 000RU4 EXCAVATOR - RENTAL
94.95 000RU4 EXCAVATOR - RENTAL
94.95 000RU4 EXCAVATOR - RENTAL
94.95 000RU4 EXCAVATOR - RENTAL
94.95 000RU4 EXCAVATOR - RENTAL
94.95 000587 INGERSOLL-RAND ROLLER S
. ;~:;~ TOTAL INTERFUND RENTgo~~~7L~~g~~SOLL-RAND ROLLER S
595.094 TOTAL STAFF TRAINING
595 TOTAL ROAD CONSTRUCTION
CR0606 TOTAL SOUTH BOGACHIEL ROAD SLIDE
DATE
9/26/96
9/26/96
1.1/01/96
9/30/96
11/30/96
9/19/96
9/19/96
9/19/96
9/30/96
9/19/96
9/19/96
9/19/96
7/31/96
9/30/96
10/31/96
10/31/96
7/31/96
9/30/96
10/31/96
7/22/96
..7/24/96
8/05/96
8/06/96
8/08/96
10/01/96
10/01/96
7/31/96
8/31/96
10/31/96
7/31/96
8/31/96
7/22/96
7/24/96
8/05/96
8/06/96
8/08/96
10/01/96
1(1/01/96
TIME 10.4
UN ITS
4.00
4.00
2.00
10.00
6.00
4.00
10.00
2.00
2.00
6.00
2.00
4.00
12.00
6.00
2.00
8.00
1.00-
15.00
10.00
10.00
10.00
5.00
3.00
4.00
42.00
1.00
1.00
10.00
10.00
10.00
5.01)
3.00
4.00
1.00
43.00
103,719.00 BUDGETED
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
GRAND TOTAL
r
~
ec,"?
f' ,
10
JJ
32Xlo
'-
I
.
o
~o
..
r
~
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
. . ..-12/31/96
TIME 10.49.46
SLIDE
\RKERS/GUIDE POSTS
JLKNER
[~.. ...... ... /'..--__....._......._........._....c._
l~
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
"EL BENEFI TS....... . ................
'LANE MARKERS/GUIDE POSTS
~E
lE
~ T I ME
lE
1E
.EL
PERSONNEL. BENEFITS-@....-...--
BENEFITS
000587 INGERSOLL-RAND ROLLER S
000587 INGERSOLL-RAND ROLLER S
000589.. JOHN ..DEERE:'- 3100 ... BAC KHOE
JND RENTS AND LEASES
'lMING
rRATION/CONSTRUCTION
.E
.E
lTT
[TT
~ TI ME
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
.EL BENEFITS.. . ..,... -.
\DMINISTRATION/CONSTRUCTION
::R
,R
,R
c'R
~ TI ME
1E
PERSONNEL. BENEFITS @
PERSONNEL BENEFITS @
PERSONNEL BENEFITS @
.EL BENEFITS
;0 EXCAVATOR RENTAL JULY. 96
;0 EXCAVATOR RENTAL AUGUST 96
)ND LEASES
OoORU4 EXCAVATOR RENTAL
000RU4 EXCAVAT08 - RENTAL
000RU4 EXCAVATOR - RENTAL
0~JRU4 EXCAVATOR - RENTAL
000RU4 EXCAVATOR - RENTAL
000587 INGERSOLL-RAND ROLLER S
(100587 INGERSOLL-RAND ROLLER S
JND RENTS AND LEASES
"lINING
IN
DATE
9/26/96
9/26/96
11/01/96
9/30/96
11/30/96
9/19/96
9/19/96
9/19/96
9/30/96
9/19/96
9/19/96
9/19/96
7/31/96
9/30/96
10/31/96
10/31/96
7/3.t/96
9/30/96
10/31/96
7/22/96
7/24/96
8/05/96
8/06/96
8/08/96
10/01/96
10/01/96
7/31/96
8/31/96
10/31/96
7.131/96
8/31/96
7/22/96
7/24/96
8/05/96
8/06/96
8/08/96
10/01/96
1(1/01/96
UNITS
4.00
4.00
2.00
10.00
6.00
4.00
10.00
2.00
2.00
6.00
2.00
4.00
12.00
6.00
2.00
8.00
1.00-
15.00
10.00
10.00
10.00
5.00
3.00
4.00
42.00
1.00
1.00
10.00
10.00
10.00
5.00
3.00
4.00
1.00
43.00
ROAD SLIDE
103,719.00 BUDGETED
C'~"~~'"'---
--
c
CURRENT
AMOUNT
~
PAGE
TO DATE
AMOUNT
**
32.00
32.00
34.50.
98.50
8.60
13.80
22.40
120.90
96.12
64.08
160.20
48.06
48.06
122.92
122.92
150.00
50.0CI
88.00.
288.00 *
619.18 **
93.78
31.26
157.36
.03-
282.37 *
46.28
15.43
64.51
126.22 *
408.59 **
172.50
172.50
172.50
86.25
48.06
64.08
715.89 *
24.03
24.03 *
198.03
174.80
43.17
416.00
1,458.20
1,229.22
2,687.42
**
**
**
100.00
25.00
125.00 *
3,968.34 **
94,457.9.t
94,457.91
94,457.91.
.~~s~~_~d~----':"-'-"-""";-"."" 10
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.
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32 X I 0
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CRF'T27
RUN DATE - 5/22/98
FUND - ROAD FUND
DETAILED
DATE
~ J
:I: I-~
I- ffif
a:~
~ a~
dgi
en "
WI
...J 1-,
en u.1
-Oi
~~,
(2 ::; i
u. <( j
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(
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.111 PRELIMINARY ENGINEERING
.111.10 CARL JOHN WAYAND JR
.111.10 TOTAL REGULAR TIME
.11 L 20 PERSONNEL BENEF I TS @
.111.20 TOTAL PERSONNEL BENEFITS
595.111 TOTAL PRELIMINARY ENGINEERING
595.310 CAPTIAL OUTLAY/ROAD/STREET CONSTRUCTION
,310.31 ULINS INC SPRAY PAINT
.310.31 TOTAL OPERATING SUPPLIES
:~tg:~g ~~t~8~RL~M~~~TCHER, I~ECLy~~~~~g~I~~L~rg~ER
.310.65 TOTAL CONSTRUCTION PROJECTS
595.310 TOTAL CAPTIAL OUTLAY/ROAD/STREET CONSTRUCTION
595.311 MOBILIZATION
.311.10 RICHARD A MOORE
.311.10 TOTAL REGULAR TIME
.311.20 PERSONNEL BENEFITS @
.311.20 TOTAL PERSONNEL BENEFITS
595.311 TOTAL MOBILIZATION
595.322 EXCAVATION
.322.10 MELVIN D FRAKER
.322.10 MELVIN 0 FRAKER
.322.10 SHARLA J FRAKER
.322.10 JERRY A BAKER
.322.10 MARJORIE L FAULKNER
.322.10 MELVIN 0 FRAKER
.322.10 MELVIN 0 FRAKER
.322,10 JERRY A BAKER
.322.10 MARJORIE L FAULKNER
.322.10 MELVIN D FRAKER
.322.10 VICKI L BANKS
.322.10 KARl K BELTON
.322.10 MELVIN 0 FRAKER
.322.10 MELVIN D FRAKER
.322.10 LARRY 0 MINOR
.322,10 MELVIN 0 FRAKER
.322.10 JERRY A BAKER
.322.10 VICKI L BANKS
.322.10 LARRY D MINOR
.322.10 MARJORIE L FAULKNER
.322.10 MELVIN D FRAKER
.322.10 SHARLA J FRAKER
.322.10 LARRY D MINOR
.322.10 LARRY 0 MINOR
.322.10 JOHN C ROBINSON
.322.10 MELVIN D FRAKER
.322.10 LARRY D MINOR
.322.~0 MELVIN 0 FRAKER
.322.10 MELVIN 0 FRAKER
.322.10 JOHN C ROBINSON
.322.10 MELVIN 0 FRAKER
.322.10 MARJORIE L FAULKNER
.322.10 LARRY D MINOR
.322.10 LARRY D MINOR
.322.10 LARRY D MINOR
.322.10 TOTAL REGULAR TIME
.322.12 MELVIN 0 FRAKER
.322.12 LARRY D MINOR
.322.12 MELVIN D FRAKER
.322.12 LARRY D MINOR
8/1,8/95
8/18/95
12/14/95
12/.14/9!3
(
10/31/95
10/31/95
8/08/95
8/14/95
9/06/95
8/18/95
9/30/95
L
<.
8/14/95
8/15/95
8/15/95
8/16/95
8/16/95
8/16/95
8/16/95
8/17/95
8/17/95
8/17/95
8/21/95
8/21/95
8/21/95
8/21/95
8/21/95
8/22/95
10/05/95
10/05/95
10/05/9:::'
11/17/95
11/17/95
11/17/95
11/17/95
11/17/95
11/17/95
1.1/21/95
11 /21 /95
11/28/95
11128/95
11/28/95
12/07/95
12/22/95
12/22/95
12/22/95
12/22/95
c
L
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(
(
r
.,
o
o
(
(
("~~-"
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(' .
10
[
~
...-.......L
l
TIME 11.1
ELEMENT
UNITS
CUR
AM
13.50
13.50
4.00
4.00
5.00
10.00
10.00
10.00
10.00
2.00
8.00
8.00
8.00
10.00
7.00
7.00
6.00
2.00
8.00
1.00
2.()(J
2.00
2.00
2.00
2.0CJ
2.00
1.00
1.00
2.00
2.00
2.00
2.00
2.00
4.00
3.00
5.00
''') nn
r:':ll)
2.0r)
153.()0
10.(10
2.00
2.00
2.(10
1.
32 >( I 0
..-
I
.
o
o
..
.
o
T!ME 11.15.35
DETAILED ELEMENT
CURRENT
AMOUNT
SLIDE
DATE UNITS
INEERING
AND JR
~ERSONNEL-"BENEF-ITS"@:""
,~~9 ~~~Ef~H~ I NG
ROAD/STREET CONSTRUCTION
. . .... . SPRA Y.PA I NT.. . .-.-....-.-......--.--.....
ING SUPPLIES
TCHER, I~ErLT~~~~~g~y~6L~~g~ER
:UCTI ON 'PROJ ECTS - .... ......-...---....-..
OUTLAY/ROAD/STREET CONSTRUCTION
IRE
H TIME.
10/31/95
10/31/95
8/08/95
8/14/95
9/06/95
8/18/95
9/30/95
PERSONNEL BENEFITS @
INEL BENEF I TS
ITION
:ER
:ER
.ER
;ULKNER
:ER
:ER
,ULKNER
ER
;
I
:ER
:ER
(
:ER
8/14/95
8/15/95
8/15/95
8/16/95'
8/16/95
8/16/95
8/16/95
8/17/95
8/17/95
8/17/95
8/21/95
. 8/21/95
8/21/95
8/21/95
8/21/95
.. 8/22/95'
10/05/95
10/05/95
10/05/95
11/17/95
11/17/95
11/17/95
11/17/95
11/17/95'
11/17/95
11/21/95
11/21/95
11/28/95
11/28/95
11/28/95
12/07/95
12/22/95
12/22/95
12/22/95
12/22/95
8/18/95
8/18/95
12/14/95
12/14/95
\ULKNER
~ER
:ER
~
,
iON
:.ER
~
~ER
,ER
>ON
(ER
~ULKNER
~
~
~
~R TIME
<EF~
~
<ER
~
13.50
13.50
PAGE
TO DATE
AMOUNT
**
205.74
205.74 *
.96.86....
36~:~3 t* ".
8.61'
8.61 *
6,999.21
2,210.00 *.
9,209"21
** 9;217.82 **
4.00 60.96
4.00 60.96 *
36.14
36.14 *
** 97.10 **
5.00
10.00
10.00
'10.00
10.00
2.00
8.00
. '8.00
8.00
10.00
7.00
7.00
6.00
2.00
8.00
1000
2.00
2.00
2.00
2.00
2.00
2.00
1.00
1.00
2.00
2.1:11)
2.00
2.00
2.00
4.00
3.00
5.00
2.00
1000
2.00
153.00
10.00
2.00
2.00
2.1)0
49.23
39.55
3(J.48
15.24
30.48
164.98 *
49.23
45.'72
...
"'I"m., -"'''.':'"..,."~~"~=~,~,,.._-~!..~. ;,~~~1s~;;;7":;~;;:::,,~"~"":';'" >>
'-
o
82.05
164.10
79.10
79.10
79.10
32.82
131.28
63.28
63.28
164.10
55.37
55.37
98.46
32.82
121092
16.41-
15.82
15.82
30.48
15.82
32.82
15.82
15.24
'15.24 .
24.40
32.82
30.48
32.82
32.82
48.80
49.23
"39.55
30.48
15.24
30.48
l'~~~:r~
45.72
49.23
'''45.72
10
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-
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32 X I 0
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,,' ?
J
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CRPT27
RUN DATE - 5/22/98
FUND - ROAD FUND.
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
o
o
..
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/95
595.322 EXCAVATION
.322.12 LARRY 0 MINOR
.322.12 TOTAL OVERTIME
,.322'.20 ...
.322.20
.322.20
.j~~ jg . TOTAL-PERSONNEL
.322.31
.322.31
.322.31
",322'.31. .TOTAL-OPERAT'lNG.
.322.95
.322.95
.322.95
.322.95
.322.95
.322.95
.322.95
..322,95 .
.322.95
.322.95
.322.95
.322.95
.322.95
.322.95
.322.95
.322,95 ..
.322.95
.322.95
.322.95
.-322'.95
.322.95
.322.95
.322.95
.322.95
.322.95 TOTAL INTERFUND
595.322 TOTAL EXCAVATION
595.331 PLACING GRAVEL
.331.10 MELVIN D FRAKER
.331.10 MELVIN 0 FRAKER
.331.10 LARRY 0 MINOR
.331.10 TOTAL REGULAR TIME
.331.20 PERSONNEL BENEFITS @
.331.20 TOTAL PERSONNEL BENEFITS
.331.95 000036 1978 JOHN DEERE GDR.770
.331.95 000213 1987 INT. 5 YD. DUMP TR
:*~t:~g TOTAL INTERFUND RENT~0~~~6L~~~~SJOHN DEERE GDR.77C1
595.331 TOTAL PLACING GRAVEL
595.334 GRADIN8
.334.10 MELVIN 0 FRAKER
.334.10 TOTAL REGULAR TIME
.334.20 PERSONNEL BENEFITS @
.334.20 TOTAL PERSONNEL BENEFITS
:*~4:~g TOTAL INTERFUND RENTgo~~~6L~~~~SJOHN DEERE GDR.770
595.334 TOTAL 8RADING
595.451 STREAM ENHANCEMENT
.451.31 PAY. SAVE FOODS INC 6 HAY BALES
.451.31 TOTAL OPERATING SUPPLIES
(
[
...
'PERSONNEL
PERSONNEL
PERSONNEL
PERSONNEL
. BENEFI TS .-
00533 1 1/4"- 0 CR/BASE COURSE
00510 PIT RUN
00510 PIT RUN
SUPPLIES
000213 1987 INT. 5 YD. DUMP TR
000053 1980 TEREX F/E LDR.72 2
000213 1987 INT. 5 YD. DUMP TR
000053 1980 TEREX F/E LDR.72 2
000053 1980 TEREX F/E LDR.72 2
000221 1987 KENWORTH C510 10YD
000400 1989 D4C WIDE TRACK TRA
000466 1984 KENWORTH 10 YD. DU
000036 1978 JOHN DEERE GDR.770
000213 1987 INT. 5 YD. DUMP TR
000221 1987 KEN WORTH C510 10YD
000589 JOHN DEERE 310DBACKHOE
000036 1978 JOHN DEERE GDR.770
000221 1987 KEN WORTH C510 10VD
000036 1978 JOHN DEERE GDR.770
..000213 1987 INT. 5 YD. DUMP TR
000589 JOHN DEERE 3100 BACKHOE
000036 1978 JOHN DEERE GDR.770
000036 1978 JOHN DEERE GDR.770
000213 1987 INT. 5YD. DUMP TR
000036 1978 JOHN DEERE GDR.770
000036 1978 JOHN DEERE GDR.770
000053 1980 TEREX F/E LDR.72 2
000213 1987 INT. 5 YD. DUMP TR
RENTS AND LEASES
BENEFITS @
BENEFITS @
BENEF ITS @
BENEFITS @
"j
\,
E) (), .-,
'1" _
....-'.. -'.~
TI ME 11.
C
DATE
UN ITS
12/22/95 1.00
17.00
9/30/95
10/31/95
11 /30/95
12/31/95
11/21/95 8.00
12/14/95 12.00
12/22/95 6.00
26.00
8/15/95 .10.00
8/16/95 8.00
8/16/95 2.00
8/17/95 10.00
8/18/95 2.00
8/21/95 8.00
8/21/95 2.00
8/21/95 6.00
11/17/95 1.00
11/17/95 2.00
11/17/95 1.00
11/17/95 2.00
11/21/95 2.00
11/21/95 2.00
11/28/95 2.00
11/28/95 4.00
11/28/95 2.00
12/07/95 3.00
12/14/95 2.00
12/14/95 2.00
12/22/95 2.00
12/22/95 1.00
12/22/95 1.00
, 12/22/95 2.00
79.00
11/01/95 4.00
11/01/95 2.00
11/09/95 2.00
8.00
11 /30/95
11/01/95 2.()(I
11/01/95 4.00
11/09/95 2.00
8.00
11/21/95 6.00
6.00
11 /30/95
11 /21/95 6.00
6.00
8/31/95
o
(' .
10'"
'32 x 10
-
I
o
o
..
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/95
DE
.~~~~t
PERSONNEL
PERSONNEL
BENEFITS,
00533 1 1/4"- 0 CR/BASE COURSE
00510 PIT RUN
00510 PIT RUN
SUPPLIES
000213 1987 INT. 5 YD. DUMP TR
000053 1980 TEREX F/E LDR.72 2
000213 1987 INT. 5 YD. DUMP TR
,000053 1980 TEREX F/ELDR.72'-2'
000053 1980 TEREX F/E LDR.72 2
000221 1987 KENWORTH C510 10YD
000400 1989 D4C WIDE TRACK TRA
000466 1984 KENWORTH 10 YO .'-DU
000036 1978 JOHN DEERE GDR.770
000213 1987 INT. 5 YD. DUMP TR
000221 1987 KENWORTH C510 10YD
000589 .JOHN DEERE 310D BACKHOE..
000036 1978 JOHN DEERE GDR.770
000221 1987 KENWORTH C510 10YD
000036 1978 JOHN DEERE GDR.770
0002131987 INT. 5 YD.' DUMP--TR
000589 JOHN DEERE 310D BACKHOE
000036 1978 JOHN DEERE GDR.770
0~)036 1978 JOHN DEERE GDR.770
000213 1987 I NT. 5 YD. DUMP-~TR
000036 1978 JOHN DEERE GDR.770
(>00036 1978 JOHN DEERE GDR. 770
0~)053 1980 TEREX F/E LDR.72\2
000213 1987 I NT. 5 YD. DUMP -TR
RENTS AND LEASES
. BENEF.I TS"@ ....
BENEFITS @
BENEFITS @
BENEFITS @
ME
PERSONNEL BENEFITS @
BENEFITS
000036 1978 JOHN DEERE GDR.770
0~)213 1987 INT. 5 YD. DUMP TR
0000361978 JOHN DEERE GDR.770
RENTS AND LEASES
'EL
ME
PERSONNEL BENEFITS @
BENEFITS
000036 1978 JOHN DEERE GDR.770
RENTS AND LEASES
INC 6 HAY BALES
SUPPLIES
(
C'~'~"."A
y
''J
"^11
c
DATE
UNITS
12/22/95 1.00
17.00
......9/30/95.
10/31/95
11/30/95
12/31/95
11/21/95 8.00
12/14/95 12.00
12/22/95 6.00
"'26.00
8/15/95 10.00
8/16/95 8.00
8/16/95 2.00
8/17/95 10.00
8/18/95 2.00
8/21/95 8.00
8/21/95 2.00
8/21/95 6.00
11/17/95 1.00
11/17/95 2.00
11/17/95 1.00
11/17/95 2.00
11/21/95 2.00
11/21/95 2.00
11/28/95 2.00
11/28/95 4.00
11/28/95 2.00
12/07/95 ::!..oo
12/14/95 2.00
12/14/95 2.00
12/22/95 2.00
12/22/95 1.00
12/22/95 1.00
12/22/95 2.CIO
79.00
11/01/95 4.00
11/01/95 2.00
11/09/95 2.00
8.00
11 /30/95
11/01/95 2.00
1.1/01/95 4.00
11/09/95 2.00
8.00
11 /21/95 6.00
6.00
11 /30/95
11/:21/95 6.00
6.00
8/31/95
c'
:,
:' ~'
· Cct,,!
I '[1.,
TIME 11.15.35
CURRENT
AMOUNT
22.86
117.81 *
138.62
138.62 *
14.40
7.20
21.60 *
90.00
60.00
32.00
60.00
30.00
50.00
32.00
354.00 *
797.01 **
o
.,....~.l'\ '>1' 1""."","''!'",~'''.''','fI'I'''''' '~"'" ","ft"",,,~ "1."',~ -....... ,......,' .~.: ..~" ';'
':"":';'!':>"., ':1.
i,'"r~'<;~',)i.' ;:~i '"~",,, '.)
PAGE
TO DATE
AMOUNT
**
22.86
409.68 *
...706..82--
20.72
121. 62
138.62
. ........ 987'.78.* .
67.20
14.40
7.20
88.80 *.
160.00
400.00
32.00
500.00
100.00
144.00
100.00
120.00
30.00
32.00
18.00
-44,00'
60.00
36.00
60.00
64.00'
44.00
90.00
60.00
32.00
60.00
30.00
50.00
32,,00
2.298.00 *
5;627.00 **
65.64
32.82
30.48
128.94
.73..10
73.10
60.0CI
64.00
60.00
184.00
386.04
98.46
98.46 *
56.36
56.36 *
180.CII:>
180.00 *
334.82 **
16.19
16.19 *
**
. i,'",,~,. .
-~lJll~
10
2
l
.
.
.
.
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.. S
n
H, ~
n
y,
:II) 1:
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,., 2'
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:.'
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,./
~
0
.
32 X 10
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.-
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CRF'T27
RUN DATE 5/22/98
.....FUND.- ". ROAD.. FUND.
o
o
{]
:J
JEFFERSON COUNTY PUBLIC WORKS
DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
12/31/95
DATE
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
_."._ _.. ..__~,_._...."______..__...__.._,. ._~_"_,_.__.__...,_____ .,__ ".'._._.n,__. __ _ ,_
595.451 STREAM ENHANCEMENT
.451.43 FORKS MOTEL ROOM RENTAL
.451.43 TOTAL TRAVEL EXPENSES
........ "".595 ..451... .n-TOTAL...STREAM. ENHANCEMENT.---,....-
595 TOTAL ROAD CONSTRUCTION
CR0606 TOTAL SOUTH BOGACHIEL ROAD SLIDE
~~
....... ...-..-....GRAND. .TOTAL---........-
9/30/95
103,719.00 BUDGETED
;.1;'
(
TIME 11.
C
UN ITS
E) ~.~:~ -;;'~:;::i~ -"~1.;:~:>';~ ,,\~:,:;,., f' ) .. I 0
, -r~lIIt(Il__L-
32 ~ 10
.-
I
;D SLIDE
~MENT
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DETAILED EXPENDITURE REPORT BY BARS # & ELEMENT
...... .12/31/95 .
ROOM RENTAL
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rrON
~L ROAD SLIDE
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DATE
9/30/95
103,719.00 BUDGETED
UN ITS
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CURRENT
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797.01
797.01
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PAGE
TO DATE
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**
566.55
566.55 *
582.74 **
16,548.12
16,548.12
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CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
,_ ^..._,~. _ ..__..__,.._ __.____..'n _'...'.____ m_. ..,__._~__. _,_,_"0 ,.__....___._____.
595.231 RIGHT OF WAY NEGOTIATION AND/OR PAYMENTS
.231.49 JC ROADS PETTY CASH RECORDING FEES
.231.49 TOTAL MISCELLANEOUS
.........-...........- ....... -.. .-231.61... UNI..TED.-STATES.. DEF'T...OFELECTRON I C..TRANSFERI CONVEY
.231.61 TOTAL LAND
595.231 TOTAL RIGHT OF WAY NEGOTIATION AND/OR PAYMENTS
- 59 5..TO-T AL.......ROAD-CONSTRUC-T ION -....--...- -.....-.. -- ...
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RUN DATE 5/22/98
FUND-- ROAD..FUND....
DETAILED
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CR0606 TOTAL SOUTH BOGACHIEL ROAD SLIDE
GRAND TOTAL
(
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DATE
11/21/94
FEE .. . ... 8/.31/94 -
103,719.00 BUDGETED
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JEFFERSON I'IfY'PUBLIC WORKS
DETAILED EXPEND I E R~ORT BY-BARS # &
...................-- ... """12/31/94 .....~..
DATE
rIATION AND/OR PAYMENTS
:ASH RECORDING FEES
~EOUS
::~CTRONI GTRANSFER/CONVEY FEE
~Y NEGOTIATION AND/OR PAYMENTS
JAD SLIDE
11/21/94
8/31/94...._.
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103,719.00 BUDGETED
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TIME 11.21.55 PAGE 1 .
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CURRENT TO DATE 'I
AMOUNT AMOUNT
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2.00 , ')
2.00 *
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72;022.50 *
** 72~(I24.50 **
72,024.50
72,024.50 "-'
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.12/31/93 .
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CRPT27
RUN DATE - 5/22/98
FUND ~. .ROAD. FUND.
TI ME 11. 2
CUR
AM
DATE
UNITS
CR0606 SOUTH BOGACHIEL ROAD SLIDE
595 ROAD CONSTRUCTION
595.111 PRELIMINARY ENGINEERING
.111.10 BOMI B KHAMBATTA
.111.10 TOTAL REGULAR TIME
----... ....111. 20.......--.,-...---.....-... .... .......- .........PERSONNEL. .BENEFITS @
.111.20 TOTAL PERSONNEL BENEFITS
.111.44 PORT TOWNSEND LEADER LEAGAL NOTICE
.111.44 PORT TOWNSEND LEADER NOTICE
..111.44 ..TOTAL-ADVERTI SING.
595.111 TOTAL PRELIMINARY ENGINEERING
595.112 SURVEYING
.112.10 BRUCE M LAURIE
......112.10...BRUCE..M .LAURIE.--.
.112.10 BRUCE M LAURIE
.112.10 BRUCE M LAURIE
.112.10 BRUCE M LAURIE
. ..112 ..10...BRUCE.M..LAURIE......
.112.10 BRUCE M LAURIE
.112.10 TOTAL REGULAR TIME
.112.20
.....112.20.
.112.20
.112.20
.112.20
.112.20
.112.20
.112.20 TOTAL PERSONNEL
595.112 TOTAL SURVEYING
595 TOTAL ROAD CONSTRUCTION
9/30/93
9/30/93
6/16/93
8/11/93
2.00
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1/31/93
5/31/93
6/30/93
7/31/93
8/31/93
9/30/93
10/31/93
1/31/93
5/31/93
6/30/93
7/31/93
8/31/93
9/30/93
10/31/93
PERSONNEL BENEFITS @
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PERSONNEL BENEFITS @
BENEFITS
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CR0606 TOTAL SOUTH BOGACHIEL ROAD SLIDE
103,719.00 BUDGETED
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GRAND TOTAL
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ROAD SLIDE
ENGINEERING
AMBATTA
~NE:~~~~ONNEL-BENEFI:rS @
3END LEADER LEAGAL NOTICE
3END LEADER NOTICE
"ERTI S ING.-.......-..........-.
IMINARY ENGINEERING
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:::YING
JCTION
-II EL ROAD SLI DE
BENEFITS @
BENEFITS@
BENEFITS @
BENEFITS @
BENEFITS @
BENEFITS@
BENEFITS @
DATE
UNITS
.n
'J.
TIME 11.22.48
CURRENT
AMOUNT
9/30/93 2.00
2.00
. 9/30/93.
6/16/93
8/11/93
**
1/31/93 5.00
5/31/.93 . 8.00.
6/30/93 16.00
7/31/93 2.00
8/31/93 1.50
9/30/93 6.00
10/31/93 1.00
39.50
1/31/93
5/31/93
6/30/93
7/31/93
8/31/93
9/30/93
10/31/93
**
PAGE
TO DATE
AMOUNT
22.64
22.64
12.00
12.00
63.75
53.60
11 7.35
151.99
85.85
. 137.36.
262.24
32.78
24.59
98.34
17.17
658.33
44.75
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136.71
17.09
12.82
51.26
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342.59
1,000.92
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JEFFERSON COUNTY PUBliC WORKS DEPARTMENT
STATE ENVIRONMENTAL POliCY ACf
lHRESHOLD DETERMINATION
and
Applicant:
PROPOSED MITIGATION MEASURES
Proposal:
Location:
Description:
Checklist:
Notice:
Inspection:
Jefferson County Department of Public Works
The proposed project is to replace, by re-aligning, a portion of the South
Bogachiel Road, County Road Number 146809, that is sliding into the
Bogachiel River, causing a dangerous condition for motoring public.
The project site is located from milepost 1.25 to milepost 1.55 on the So.
Bogachiel Road, lying in portions of Gov. Lot 1 and the SE 1/4 of the SE 1/4
of Section 1, Township 27N, Range 13W, W.M. The project is located in the
west end of Jefferson County, just southerly of the northerly County boundary
and the Bogachiel River, approximately 1.5 miles easterly of State Highway
101.
The project will relocate the road up to approximately 200 feet southerly of
its present location to avoid the slide area. The project includes clearing and
grading, excavation and embankment, installing culverts, placing gravel base
and placing gravel surfacing. The area is forested and characterized as rolling
terrain. with the steepest natural slopes within the project area being 80 to
100%, although the area of the slide is steeper, but is not within the proposed
project area. Since the proposed new alignment traverses forested land,
approximately 1.2 acres will be cleared to accommodate the new road and two
seasonal drainages will be crossed. The portion of the roadway to be
abandoned due to this project will be scarified and hydro-seeded and the same
two seasonal drainage crossings (culverts) removed.
A Jefferson County Environmental Checklist was submitted on June 2, 1993.
Notice of pending threshold determination was published June 9th and June
16th in the Jefferson County Leader; the site was posted June 7, 1993; notice
was sent by mail to adjacent property owners and appropriate agencies on
June 8, 1993.
May 11, 1993.
Summary or Sign Incant Environmental Comments:
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NO COMMENTS WERE RECEIVED FROM ADJACENT PROPERTY OWNERS OR
MEMBERS OF TIlE PUBUC. AGENCY COMMENTS ARE INCORPORATED IN lHIS
REPORT.
Earth:
The Jefferson County Soils Conservation manual indicates that area soils
consist of KIone Hoko Association (sloping to moderately steep), including
small areas of poorly drained silty clay loam, Huelloamy fine sand (found on
low river terraces, with flooding and channel erosion being hazardS), and
River Wash (subject to frequent flooding). Layers of water-bearing fine
sands and gravel exist on the existing road. The soil under the existing road
is unstable and by river action at the toe of the slide area has caused
continued movement of the hillside on which the existing road is located. The
underlying soils consist of glacial silts (commonly called "blue clay") that are
saturated from subterranean seepage. The steepest slope on the site is
+ 100%. The proposal will necessitate the excavation and embankment of
approximately 7000 cubic yards of material. Erosion could occur especially
during construction because of the exposure of soil. An increase in gravel
surface area of approximately 50% from the existing roadway will occur due
to the increased length of the proposed road. Best Management Practices
(BMP's), as described in the Stormwater Management Manual for the Puget
Sound Basin (SWMM) by the Department of Ecology (DOE), shall be utilized
as required by site conditions for both temporary erosion/sedimentation
control and permanent control.
The Washington State DeDartment of Ecology: commented that it appears
that wetlands are present on the site. The D.O.E. recommends all wetlands
on the site be delineated using the 1989 federal wetlands delineation
methodology to determine the extent of wetlands. The agency would willingly
review the completed report and provide additional comments. Placement
of fill in wetlands may require a permit from the US Army Corps of
Engineers.
The Jefferson County Plannin!! and Building Department stated that the
proposal constitutes substantial development within the shoreline jurisdiction.
It is exempt from the shoreline substantial development permit review process
as normal maintenance and repair of an existing lawful structure (Master
Program Section 3.402[6]). The proposal will require review under the
policies and performance standards of the Shoreline Master Program. Prior
to commencing the project, the Department of Public Works should apply for
and receive a shoreline substantial development permit exemption.
The Washimzton State Department of Fisheries stated that a Hydraulic Project
Approval (HPA) will be required for stormwater treatment, erosion control,
stream culvert crossings and water quality on the Bogachiel River and the
unnamed tributaries to it. Additional concerns are: [1] the amount of fill
proposed for placement on the unstable slope, [2] the fate of fill already in
place at the old road location, [3] the location for the proposed new road
2
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CRO 528
Point Whitney Road Improvement Co. Rd. 275908
Realign. regrade. drainage improvements and surface w/LBST
M.P. 0.00 to M.P. 1.06
Permanent File Index
Permanent Flies (located at records mgmt) are:
Archival-Permanent
All microfilmed
Folder # '1
#1 CRO 528 Point Whitney Rd. Improvement
1. Resolutions/CRAB Funding/Permits/Cali for Bids/Construction Contract
6/20/83 Resolution 59.83 initiating CRP 528
7/6/83 Affidavit of Publications
3/14/88 Resolution 25-88 revising project
5/15/89 Resolution 42-89 revising project
5/5/87 CRAB Project Agreement for Construction RATA funds $195.000
12/26/90 RATA Request for Payment
Forest Practices Application/Notification
1/18/89 Jefferson Co, Environmental Checklist
2/1/89 Affidavit of Publication - Determination of non-significance
3/7/89 Army Corps of Engineers Permit
3/1/89 Certificatin of Consistency w/Washlngton Coastal Zone
5/3/89 Affidavit of Publication - Call for Bid
Bid Records & Bid Tabs
6/12/89 Construction Contract w/Seton Construction
Seton Proposal
Addendum No. 1 to All Bidders
Notice for Call for Bids
Change Orders 1, 2, 3 and 4
Release from L&I and Dept of Revenue
Closeout checklist
Resolution 129-91 Vacation Certain portions of Point Whitney
2. Original Specifications & Contract Documents
3. Dally Inspection
4. Design
Photos
Design Reoort
Various Drawings/MaDs
5. Construction Staking & Material Testing Services. Northwestern Terrltorle
6/5/89 Contract w/Northwestern Territories, Inc.
SUDolement #1
Material Tests Reports I
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on this project w/B. Laurie
and Aub - approved
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6. Timber Appraisal & Acquisition Services
7/22/87 Contract w/John P. Hendrickson - Timber Sales
3/10/88 Contract w/Ken Endorf - Acquistion Services
Intersection designs/coordinates/Bee Mill Rd
Intersection north design/stake outs
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17 Mlnllla Folders by Right of Way/Acqulsltlon by Last Name and Parcel Number
They contain:
Diary of Right of Way Activities
Real Estate Excise Tax Report
Warranty Deed
Right of Way Purchase Warrant
Certificate of Appraiser
Etc.
Adams 528018
Orden 528021
Lindsay 528013
Gunstone 528008
Rogers (et al)/Schadler 528019
Gunstone Jr 528016
Galloway 528007
Connolly 528014
Helm 528010
Lelchtnam 528020
Hunkins (Hunter) 528002
Richardson 528012
Galloway 528000
Zander 528017
Broders Inc. 528015
Wlbe (et al) 528003
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CRO 528
Point Whitney Road Improvement Co. Rd. 275908
"Realign, regrade, drainage improvements and surface w/LBST
M.P. 0.00 to M.P. 1.06
Working File Index
Working Files (located at Records Mgmt) are:
Office retention 2yrs (sent to records mgmt 7/23/01)
Archival retention add'l 4 yrs (then records mgmt request to distroy)
NOT MICROFILMED
Folder # and Name of Folder
#1 CRO 528 Point Whitney Rd. Improvement
1. Resolution/Funding
BOCC meeting minutes 1/1/85
CRAB correspondence
3. Materials
4. Contract. Seton Construction. Inc.
Copy of Seton's proposal & the 4 other bidders proposals
Copies of Pay Estimates
5. L & I Requirements from Seton
Intent to Pay Prevailing Wages
Certified Payrolls
Affidavit of Wages Paid
6. Pay Estimates & Copy of Final Record Checklist
#2 CRO 528 Point Whitney Rd. Improvement
1. Oiling Cost & Preliminary Construction Estimate
2. Design & Construction
3. Pay Trail
Quantity Tickets
Field Note Record (Sketch Grid)
4. Northwestern Territories, Inc.
Invoices
5. Correspondenco
Property Owner Correspondence
Hendrickson Consulting Forester Correspondence (Timber Appraisal)
Ken Endorf (R/W Agent) Correspondence w/Prop owners and Co.
Endorf Billings
Corres w/varlous agencies (WDFW,OOE,Army Corps
6. Right of Way Correspondence
Individual prop owners appraisal of timber
Parcel Descriptions
Tille reports for parcals
2 Mlnlllo Foldors
11. Boo Mill Rd Doslgn Data
2. Intersoctlon North Design Data
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'Ru~'j,li~g and snnrting like so many angry dinosaurs, earth.moving machi~es manned by employees from Seton
Construction prepare the subgrade on Whitney Point Road. The $200,000 project is funded primarily by the
state's Rural Arterial Program and is due for completion Sept. 20. -Photo by Gina McMother
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Trees removed, road widened
on Point Whitney Road project.
Slate's Rural Arterial Program. To
qualify for the funding, road construc-
lion must comply with state slaJ1dards,
said Scalf.
"If you don't do it right, they don't
pay," Scalf said. "We have to docu.
ment it, survey it and check it four
limes," he said, unrolling the blue.
prints detailing the improvements.
Construction began June 20. The
contractor on the job is Seton Con-
struction of Four Comers.
"This road was in very poor condi.
tion," said Scalf. He said most of the
tr.lffie on the road is generaled by
employees and visitors to the shellnsh
laboratory. The public boat ramp on
the beach below the shellnsh labom.
tory also generates road use,
Bruce Lauric, eonsl1uctlon engi.
n~er for the Jefferson County Public
Works Department, said lhe Whitney
Point Road stood at the top of the
county's road Improvement priority
list along with the Upper Hoh Romlln
the West End. The priority rating is
d.'tcrmined by n formula which takes
into account rille quality, willth and
accident history, he said.
The project is one of four under.
way in Jefferson County this summer
benenuing from state or federal funds.
The Upper Hoh Road is also being
improved under RAP funds.The Owl
Creek Bridge, also in the western end
of the county, is receiving federal
funding from the Bridge Replacement
Off System. The Fort Flagler/Oak Bay
intersection is receiving funding un.
der the federal aid program for secon.
dary roads.
o
Road improvements on the Whit-
ney Point Road between Bee Mill Road
and the DepartmentofFisheries Shell-
nsh Laboralory arc slated for comple-
tion Sept. 20, said project engineer AI
Scalf supervising subgrade work Aug.
17.
Crews arc currently preparing the
subgrade and moving utility poles on
the 1.06 mile sl1etch of road north of
Brinnon and cast of Highway 101.
Thc road is being widened to two
lanes with some of the kinks and turns
being straightened. About 80 percent
of the bill for the project, budgetcd for
$200.000 is being picked up by the the
,..
H.J. CARROLL
REAL ESTATE
ra 2409 Jellerson st" Port Townsend, WA 98368
!r:!:! 385.0888/1.800.3(4.7199
.ColI us TOLL FREE for your reol estote needs
IB
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nt Road. The $200,000 project is funded primarily by the
,lelion Sept. 20. -Photo by Gina McMather
l, road widened
ley Road project
-\rterial Program. To
unding. roadconstruc.
Iy with statc standards,
accident history, he said.
The project is one of four under-
way in Jefferson County this summer
benefitting from state Or federal funds.
The Upper Hoh Road is also being
improved under RAP funds.The Owl
Creek Bridge, also in the western end
of the county, is receiving federal
funding from the Bridge Replacement
Off System. The Fort Flagler/Oak Bay
intersection is receiving funding un-
der the federal aid program for seeon.
dary roads.
t do it right.lhey don't
d. "We have 10 docu-
y it and check it four
d. unrolling the blue.
Ig lhe improvements.
began June 20. The
the job is Seton Con-
lOr Corners.
was in verypoorcondi-
1Ir. He said most of the
road is llenerated by
:I visitors to lhe shellfish
le public bO:lt ramp on
'w lhe shellfisb Inborn.
,rates rom\ use.
Irie, construction cngi-
efferson County Public
lment. said Ihe Wbitney
,lood m lhe lOp of the
:I improvemenl priority
Illhe Upper !-loh Road in
,I. The priorilY ruling is
'ya formula which IlIkes
rille quality. willlh and
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Technicians from Mason County's PUD No', 1 moved utility poles and restrung cables Aug. 17.
-Photo by Gina McMmher
H.J. CARROLL
REAL ESTATE
[B '2409 Jefferson 51., Port Townsend, WA 98368
....... 385.0888/1.800.344.7199
Call US TOll FREE for your real llslale nlleds
IB
REALTOR
Association
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STATE OF WASHINGTON
COUNlY OF JEFFERSON
In the matter of
x
Vacation of Certain Portions
Of Point Whitney Road
RESOLUTION NO....!.ll::.V
x
x
WHEREAS, this matter coming to be heard on the Twentieth day of May, 1991,
upon the reports submitted by the .Jefferson County Public Works Department with
respect to the vacation set forth in "Intent to Vacate", Jefferson County Resolution
No. 37-91, and it appearing to the Board of County Commissioners that notice of
hearing has been posted and published for the time and in the manner provided by
law, proof of such posting and publication being now on file herein, and said Board
having the other evidence adduced and being fully advised in the premises, does now
find and determine that the public will be benefited by the vacation thereof;
NOW THEREFORE BE IT RESOLVED, and it is HEREBY ORDERED: that those
dedicated and usage portions of the Point Whitney Road, County Road Number
275908, described as follows: from Engineer's Sta. 83+00 to Sta. 90+37.27 and from
Sta. 116 + 22.48 to Sta. 123 + 33.87 lying outside the right of way as shown in the plans
for county road project CR0528, approved April 1, 1985, said plans being on file in the
office of the Department of Public Works, Jefferson County, Washington State, BE,
AND THE SAME ARE HEREBY VACATED AND ABANDONED pursuant to RCW
36.87.140.
JEFFERSON COUNlY
BOARD OF COMMISSIONERS
~-~
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tar. . Dennis n, Carman
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-- Rc.' E. ot. Mem or ;1
ATTEST:
~~ant fhJ2~
Clerk of the Board CJ
, DfIt :111 · il19P' '
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o~ ~e ~ . JEF_~RSON COUNTY PUBLIC WORKS L~ARTHENT
we~~lt~. CONTRACT CLOSURE I RETAINED RELEASE SCHEDULE :\lCy0}"""
~ V
ob No. ceo 52..6 F.A. No. S.A. No. .-!.. '--..
0\"Vz..\qo Job Title: "'POIN'T'" uJI-l1T1\1E'1 I2M-o
Road/Facility Name: 'P-r WI-hmle-l Road Number: 27S908
Contractor: ~rJ
Address: 41ol.fO S . VI';;,Co~
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Project Coordinator:
State: WN
""ER-u::.e ~R..I.e.
Zip: "f-e,3bB
Ci ty:
Document:
Date:
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Completion Letter To Contractor
Completion Letter To State A~
D.O.E., etc. ~
Final Estimate To Contractor
Final Contract Voucher Certification
To Contractor
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Notice Of.Completion To L & I, Contractor/~
Compliance Unit """'-cr
Notice Of Completion To Dept. Of Revenue
Affidavit Of Wages Paid From The Contractor
And All Sub-Contractors
Certified Payroll From The Contractor
And All Sub-Contractors
Notice From Contract Compliance Unit, L & I
Certification From The Dept. Of Revenue
Retainagel
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5J Retained As Per Contract Documents
Interest on Retained Amount
Sub Total ( Retainage plus Interest)
Total Liens Against The Retainage *
Total RetBinage Less Liens
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WASHINGTON STATE
DEPARTMENT OF
TRANSPORTATION
HEADQUARTERS
FINAL CONTRACT YOUCHER C'ERTfFICATioN
Ot3-OQC$C)
CONTRACTOR
SETON CONSTRUCTION
ADDRESS
L./;40 SOIT'!'H fiH'1r.mTRIlV Il()A n
CITY
STATE
DATE 1/18/90
POll'!' '!'Ol.lNSF.~Jn
W~T
State Project Number
Federal.Aid Projecl Number
eRO 528
Job Description (TItle):
POINT WHITNEY ROAD
DATE WORK COMPLETED:
1 " 1 0 / 9 0 FINAL AMOUNT $ 1 87 , 621 6 '5
CONTRACTOR'S CERTIFICATION
i, the undersigned, having first been duly sworn, certify that the attached bill Is a proper charge for work performed and
materiai furnished to the State of Washington; that the same or any part thereof has not been paid; and that I am authorized to
sign for the claimant; that In connection with the work performed and to the best of my knowledge no loan, gratuity or gift of
money In any form whatsoever has been extended to any employee of the Department of Transportation nor have I rented or
purchased any equipment or materials from any employee of the Department of Transportation; Ilurther certify thaI the allach.
ed final estimate Is a true and correct statement showing all the monies due me from the State of Washington under t~,ls ccn.
Iract; Ihat I have carefully examined said final estimate and understand the same and that I hereby relea~e the Stote of
Washington from any and all claims of whatsoever nature which I may have, arising out of the performance of said contract,
which are not set forth In said estimate. .~ ~ \)
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(CONTRACTORt
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residing at
DEPARTMENT OF TRANSPORTATION CERTIFICATION
lached final olllimalo 10 be baaed
'm ssu omonls, and to bo truo and
APPROVEO
x
HEADQUARTERS USE ONL V
Date of
Acceptance
By X
INSTRUCTIONS
This Final Conlract Voucher Certification Is to be prepared by the Engineer and the original and first copy forwarded to Hood.
quartera for acceptance and peyment.
Tho Aflldavll of WAlloS Paid must be proparad by Iho prime contractor, all aubcontractors and all subcontractor's agonts and
forwardod wllh Iho Flnel Contrect Voucher Certification,
Contraclors Claims, If any, musl be Included and tho Contraclorll Certification muat bo labolod Indicating 0 claim attachod,
DOT fonM IUl4ft
n[ymca &,10
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Slat. of W.8hlngton
Department of Revenu.
Audit Procedur.. & Admlnlalr.lIon
Olympia, W..hlngton 98504-0090
600 120 681
Contractor:
Certificate of Payment of State Excise
Tal'~ by ,Pgblic Works Contractor
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SETON CONSTRUCTION INC."
4640 SOUTH DISCOVERY ROAD,"
PORT TOWNSEND WA 98368
PWC
79911
We hereby certify that taxes, increases and penalties due or to become due from the above named
contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works
contract:
JEFFERSON CO, DEPT, OF PUBLIC WORKS
POINT WHITNEY ROAD ORO 528
togcther with all other taxes, increases and penalties due from such contractor, have been paid in full
01' that they are, in thc Department's opinion, readily collectible without recourse to the state's lien on
thc retained percentage,
Thb certificate is issued pursuant to the provisions of Chapter 60.28 Revised Code of Washington
for the sole purpose of informing the state, county or municipal officer charged with the duty of
disbursing or authorizing the paymcnt of public funds to said contractor that the Departmcnt of
o Rcvcnuc hCl'cby rclcases thc statc's li~n on the retained percentage provided by this Chapter for cx-
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cise taxcs due from said contractor,
This ccrtlficate docs not rclcase said contractor from Ilablllty for additional tax which may bc later
dctcrmined to bc duc with respcct to the abovc mentioned contract or other activities,
DlIte at Olympia, Washington, 3/(,/90
n>RM REV Jl "em (Hll
STATE OF WASHINGTON
DEPARTMENT OF REVENUE
SUE M~RRI '
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ECEIVELJ
April 27, 1990
STATE OF WASHINGTON APR 30 1990
DEPARTMENT OF LABOR AND INDUSTRIES JEFFER .
General Administration Building . Olympia. Washington 98504-4401' '''l' .~ ~9.....NC)~~g~r
Jefferson Couney
Department of Public Works
County Courthouse - P.O. Box 1220
Port Townsend, WA 98368
Accoune ID: 343,307-00
Seton Construction, Inc.
Dear Business Person:
Please be advised that the above referenced business person is currently
registered with the Department of Labor and Industries and has been assigned the
above referenced account 10 number.
In cases of work being done by contrace, all parties should be aware of the
provisions of the Inc'ustrial Insurance Laws with respect to liability for
premiums. RCW 51.12.070 provides that:
The provision of this title shall apply to all work done
by contract; the person, firm, or corporation who lets a
contract for such work shall be responsible primarily and
directly for all premiums upon the work. The contractor
and any subcontractor shall be subject to the provisions
of this title and the person, firm, or corporation
letting the contract shall be entitled to collect from
the contractor the full amount payable in premiums and
the contractor in turn shall be entitled to collect from
the subcontractor his proportionate amount of payment,
In administering this section of the law the Department requires ear.h contractor
to pay premiums. Payment of premiums by the prime contractor would be made only
if the subcontractor faila to make their own premium payments.
A contractor registered under Chapter 18.27 RCW (General Contractors & Specialty
Contractors) or licensed under Chapter 19.28 RCW (Electrical Contractors) shall
not be responsible for any premiums upon the work of any subcontractor if:
(1) the subcontractor is currently engaging in business
which is registered under Chapter 18.27 RCWor licensed
under Chapter 19.28 RCW,
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Page 2
April 27, 1990
(2) the subcontractor has a principal place of business
which would be eligible for a business deduction for
Internal Revenue Service tax purposes other than that
furnished by the contractor for which the business has
contracted to furnish services.
(3) the subcontractor maintains a separate set of books or
records that reflect all items of income and expenses
of the business.
(4) the subcontractor has contracted to perform:
(a) the work of a contractor as defined in RCW
18.27.010; or current or installing apparatus to
be operated by such current as it pertains to the
electrical industry as described in Chapter 19.28
RCW.
There is no limitation of coverage and no policy period or cancellation date is
issued by the Industrial Insurance Laws of the State of Washington.
Very truly yours,
~(../...c.../ ,d '", _
Kaye J(jorlaui" .;;!?l-C-C-'<,/
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
CCUIE.KK:5cd.18
cc to
Seton Construction, Inc.
4640 S Discovery Road
Port Townsend, WA 98368
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STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
General Administration BuildIng . Olympia, Washington 98504-4~07
905 Plum Street SE, HC-214
Olympia, WA 98504
May 16, 1990
,.E(;~~~Vt:.l
MAY 18 1990
JEFFERSON COUNTY
PlJBL 1(' Wf'lRKR nFP~.
Jefferson County
Department of Public Works
P. O. Box 1220
Port Townsend, WA 98368
ACCOUNT 10: 343,307-00
Seton Construction, Inc.
Contract No. CR0528
Gentlemen:
Please be advised that the Department of Labor and Industries does hereby
release Jefferson County from any further liability pursuant to RCW 51.12.050
and RCW 51.12,070 as would otherwise incur in connection with a contract calling
for road improvements at Point Whitney Road and Bee Mill Road.
This certificate does not release Seton Construction, Inc.. from liability for
additional contributions which later may be determined to be due with respect to
the above mentioned contract or any other contracts said contractor may have
performed.
ve~r1;irs,
t?~g
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
CCU1:32.lc4.1
cc to
Seton Construction, Inc.
4640 S Discovery Road
Port Townsend, WA 9836B
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Change
Order
Number
04
DOle
CHANGE ORDER
Q
Ordered by Engineer under terms of Section
of the Standard Specifications
1 - 04.4
D Change proposed by Contractor
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r" Seton Construction
4640 Discovery Road
Port Townsend. Wa 98368
<"l'" ii'..,...",;
275908
Title
C,,".H'''' /<;1'1''' hy SUrf'/.\': (wben rl'qu;rr.'d)
~';,. 'f'", <!'. :,. ,d ~'hl
.'",." Point Whitney Road
-
By:
Attll""l')..;n-/u(',
f)a/~'
.... DESCRIPTION OF WORK. ........ ........
You are ordered to perform the following described work upon receipt of an approved copy of this chonge order:
Item 6 -
Stumpage on gravel base and borrow excavation (Item 38) for use
Walker Pit is $1.00 per cubic yard. Jefferson County source.
Gravel Base: 4466 c.y.
Borrow Ex: 828 c.y.
($4466.00)
($ 828.00)
of Mt.
Item 43 -Install 4" Waterline to Pt. Whitney Shellfish Lab.
Lump Sum:
Item 44- Install 6" conduit with caps for future utility installation
of private owners Gunstone and Sallee.
Lump Sum:
45-lnstall perforated drain pipe with filter fabric.
Lump Sum:
46-Place reject material from Quilcene Pit ( Jefferson County
0.1' lift sta 76+00 - 124+50. Lump Sum:
$3689.00
$ 910.00
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$1053.00
supplied)
$6851. 00
Total Change Order #4
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All work, maloriols and meClsuromentta bo in accordonco with Iho provIsions of tho Standard Spoclflcatlons and Spacial Provisions far tho typo of construc-
tion involved.
DISTRICT
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ORIGINAL CONtRACT
AMOUNT
CURRENT CONTRACT
\ a:> AMOUNT
,-586.25
EStiMATED NET CHANGE
THIS ORDER
ESTIMAtED CONTRACT
TOtAL AFtER CHANGE
187
stT;'-:795.25
S 7 209.00
$169 774.25
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APPROVED.
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DiStRiCt ADMINISTRATOR
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
CHANGE ORDER
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1 - 04.4
D Change proposed by Contractor
End~bY' _ ~ CA~ /..../(.
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ORIGINAL
Change
Order
Number
02:>
C",uc,.t Ili,'('" ".v Surety: (!I'ben required)
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All work, material!! und IT\005Uromontla be In accordance with tho provl5ions of the Standard Spoclf'calions and Special Provi51ons for Iho type of construc-
tIon Ulvolvnd.
By,
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AttllNlvy..iIl1"t;t
IJaIt.
.... DESCRIPTION OF WORK .
You are ordered to perform the following described work upon receipt of an approved copy of this change order:
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HEADQUAATlRS
APPROVAL
RIQUtRED
$
HEADQUARTER'S USI
ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
ESTIMATED NET CHANGE
THIS ORDER
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APPROVED:
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APPROVAL RECOMMENDED APPROVED
DISTRICT ADMINISTRATOR ~~/~
By: (I' Do'.: "'1t:.~81
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Change
Order
Number
02--
CHANGE ORDER
o Change proposed by Contro<:lor
~Ordered by Engineer under lerm~ of Section
~ of the Standard SpeciflccJtlons
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I .04.4
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.... . DESCRIPTION OF WORK ..
You ore ordered 10 perform lhe following described work upon receip1 of on approved copy ollhis change order:
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All work. malorioli Clnd mCQ!l.urcm"nl to bo In oc:cordanCf) with lhe pro",lsionl of the Standard Spociflcalio"s and Special Provisions for the typo of construe.
lion involved,
DISTRICT
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DISTRICT USE
APPR~COMM[NDED
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D~~~~.
IIIVI\Ill'I'N
ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
ESTIMATED NET CHANGE
THIS ORDER
ESTlMA TED CONTRACT
TOTAL AFTER CHANGE
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HMDQUARTER'S USE
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Change
Order
Number
0\
CHANGE ORDER
D
Ordered by Engineer under terms of Section
of Ihe Standard Specifications
I .04.4
("'''!'-'.
CR.D S2..8
~ Change proposed by Conlroctor
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By:
Altll'''''y.i,,-/IlCl
OllIe
. . . DESCRIPTION OF WORK ................................
You ore ordered to perform Ihe following described work upon receipt of an approved copy of Ihis change order:
'-
,TE:MS. :
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$uP..5rrlT\ITE AWMINUM ~ Pv<\N s~ c::..:>we>ozr 1>11'6 D'O(r>'f
\.l~ ,"C" "'PA-.t.Ja. INc.IUi!"'SGE< TO $ 18.00 [.Pf" (Ol.C 'Ar.l.c.e :" 1%..0<:>).
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_ INc...~ _ 'TOT"A\-- o~ Q.\o~G.~ o~ ': '*aIC_
All work, malorlols and moasuremont to be in accordant!) with Ih., provisions of tho Slondard Spoclflcatlons and Special ProvIsions for the typo~-
lion in....olved
DISTRICT
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AMOUNT
CURRENT CONTRACT
AMOUNT
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\~ :'711.\0."2.'5'
ESTIMATED NET CHANGE
THIS ORD~
8\2--
ESTIMATED CONTRACT
TOTAL AfTER CHANGE
S 170 SBG:., u:;
HEADQUARTER'S USE
APPROVEDi l.-- .l!U
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CONTRACT
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. JU'ftiSOH alUl6TY. ~lIlilQM
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THIS AGREEMENT. Nde Ind entered In&.o tilts 6-.:) - "1 of -:;;r- ~ .
19~ betliCen tha COUNTY OF JEFHRSOH. Ictlng tllrougll tile Jdt.rson tOllllty ColIlIIIls-
s loners An4 the II.,.,&.or of PwaUG IIQ,U IlIIMr. Ind IlJt wlr~ of Tit" Ji. RC:W. IS
_nded An4 SETON CONSTRUCTION of pORt TOWNSENO. WA ..
Iler,lntfear ~1104,\hI ceacrlGtar.
WlTItESSiTK:
ThAt In considerAtion of the lenas Ind conditions contllnad IIer.ln tnd .ttAched
tnd NlIe I PArt 01 tills Igrallilllftt. "" ~r,1.. her.CO Gav......, AAIt .g.... .S 101181111
I. The ContrActor .grees to furntsh 611 ..terl11s Ind do certlin work. to-wit:
ThU tile SAid Contrutor hare1n will IlIIdlIrC4u 6nd ~l.ea UMI foll0l111ng dc$Crlbilll
work: eRO 528 POINT WHITNEY ROAD AND BEE MILL R AD
in .ccordAnce with .nd A' QM,crlbed In tile .ttAched pl.n' .nd speclflc.tlons And th.
StAnd.rd Specltlc.tlons ot the w.shlngton DepArtment ot TrAnsportation. which Ar. b~
tnls reterenc. IncorporAted her.ln .nd mAdI A pert h.reof. and sbA1I perfona Any AI-
urnion' In or A.w"IClIlr. toG "" lIIllrk prowhlM WIlller ""1 GQA""' 6114 ..lr1 pitt
""r.,,'.
The Contrlctor shill prowlde Ind be .t tile eapens. of .11 eqwl~nt. ~ork Ind
IAllQr of An.)' sort w/Wuoev.r th" ~ be r.qulr.d for tile t"nsf.r of IlAt.rl.1s .nd
for constructing Ind compl.tlng the WGrk provided tor In this cont.ct And .v.r.)' p.rt
tll.,.",. IAcept sucla IS .,. IIIlUlC101M1d in ChI IPlGU1u~lllAI &e &Ie fllmhlled ~ thl
'CllUa~ " II8ff.tHI.
II. The Cownty of Jefferson hereby promises and Igrees with the Contractor to
emplo.)'. And does up 1 0,)' the ContrACtor to provld. tile IMterla" anca to do and "loIse
to bM done the AbOv, deSCrl~d work and to c~l.t. And 'inlsh the s~ Iccordlng to
the .tt.ched pl.ns And sp,citlcAtlons And the t.nas Ind conditions her.ln cont.lned.
Ind hereb,)' contrlcts to ~.)' for tll. I~ Iccor41ng to tile ItCAched speclficlllons
and the Ichedloll. of ""it or It~lled price' hereto IttaChed. It the ~ime and In the
mennMr And upon the conditions prowlded for in tills contrlCt. Tile COlolnt.)' flolrther
Igrees to employ the Contrlctor to perf",. 'ny ,h.r~t1ons in Or ,ddltions to the
work provided tor In this contr.ct that ..,)' be ordere4 And to p..)' for thl s~ un~r
thl t.nas ", thb Gontr"t I4\d UlI ilt4&hell ,1llU AR4 IpeGlflutlCIIIS.
III. The Contrlctor for himi.lf. And for his heirs. eaecwtors. Idmlnistrltors.
successors. Ind Issigns. do.s hereby Igre. to thl full Ptr'on&6nc, of .11 the ~&-
nlnU tleraln CCIIICllRld WjlQA UMI p'rt of ChI CCIII;r"cor.
IV. It Is furtller prow1d~d tn.t no lllblllty Shill .ttlch to the Councy by
reuon 0' entering tnto tills contrACt. UGt,' " 'll4I..."11 llI'Ovt4ld h4lreln.
IN WITNESS WHEREOF. the Contractor hiS executed this Instrument on the day and
.)'ear first below written. .nd the 80lrd of COYRty Comalsslon.rs hiS C.used tills In-
nrWllCnt to be ","uted ~ 6114 tn ChI IWoIlI 01 Htd 'o.IR~ " .Jeff.nM ~ ~ ",d
~..r 'Irn 68011. ....t"'_.
E"ecuted b1 tIwt Contr.ctor t.e ;ru.tclc-' .U1~
SETON i05::STRUCTION <!.
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'CONTRACT BOND
'JEFFERSON COUNTY. WASHINGTON
Bond No. 3026 80 25
KNOW ALL HEN BY THESE PRESENTS:
That .
SETON CONSTRUCTION **************************************. of;
PORT TOWNSEND, WA. *******. as Principal. and Fidelitv & Denoett Commlnv nf
Maryland , lIS Surety, are jointl,y and severally herd
and bound unto the COUNTY OF JEFFERSON. the penal sum of
. ONE lillNDRED SIXTY NINE THOUSAND SEVEN HUNDRED SEVENTY FOUR AND 25/1UU --------
--------------------------Dollars ($169,774.25 ), for the payment of which
we jointly and severally bind ourselves, our heirs, executors, admin-
istrators, and assigns, and suc~essors and assigns, firml,y by these
presents.
The condition of this bond is such that WHEREAS, on the
day of , A.D., 19_, the said SETON CONSTRUCTION
Principal herein, executed a certain contract with the County of
Jefferson, by the terms, conditions and provisions of which contract
the said SETON CONSTRUCTION , Principal herein. agrees to
furnish all materials and do certain work, to-wit: That the said
Principal herein will undertake and complete the following described
work: CRO 528 POINT WHITNEY ROAD AND BEE HILL .ROAD
in Jefferson Count,y, WaShington, between Station 76+00 'and
,Station 124+52.30 ,as per maps, plans and specifications made a part
of said contract. which contract as 50 executed, is hereunto attached,
and is now referred to and b,y this reference is incorporated herein
and made a part hereof as full,y for all purposes as if here set forth
at length.
NOW., THEREFORE, if the Principal herein shall faithfully and
trul,y observe and comply with the terms, conditions and provisions of
said contract in all respects and shall well and trul,y and fully do
and perform all matters and things b,y the said Principal undertaken to
be performed under said contract, upon the terms proposed therein,
and within the time prescribed therein, and until the same is accepted,
and shall pay all laborers. mechanics, subcontractors and materialmen,
and all persons who shall supply such contractor or subcontractor with
provisions and supplies for the carr,ying on of such work, and shall
in all respects faithfully perform said contract according to law,
then this obliga~ion to be void, otherwise to remain in full force
and effect.
WITNESS our hands this 2nd da,y of June , 19-!Ul.
SETON.CONSTRUCTION
PRINCIPA~ ~~r~,. .
By: 1~/~
APPROV~ AS TO FORM this .L!L. day
of . -LAA. ~ , 19~.
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B,y: Lori Whitted, .
Attorne,y-in-Fact
Address of local office and igent
of surety compan,y: Marah & McLennan,Inc.
720 Olivo Way,Seattle, WA 98101
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFflCE. IAL.TIMOIE. Me
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the
Slate of ~Iand, by R. W. BUDDENBOHN ,VIce-PreoId.nt, ADd M. J. SCHNEBELEN ,
AIoIataDt Secieury, in purlWLOce of authority "ADted by Artlcle VI, Section 2, of the By.Lawo of ..id Company, which are let
forth on the revone lid. hereof ADd are bereby cenifled to be in full force and effect on the date hereof, doeo hereby nominate,
COD8tItute aDd appoint O. Della Bradley and Lori Whitted, both of Seattle, Washin to
wfulapntaad Attomey-in-F..c. to make, exocuco';.-.;..iand d~ii';',and CD It. behalf UIUftlty, oadulc. oct and deed:
any and all bonds and undercakings.. ../,;;'. . . . . ,;. ::. . . . . . . . . . . . . . . . . . . . . . . . . .
_don of .uch boneD or tmdertakingo in punnance of tIl....p~...nc., .hall be u bindiag upon oaid Company, a. fully
aDd amply, 10 all intenll and purpooel, .. if they had been duly' eXecUted and acknowledged by the regularly .Iected oUice... of
the Company at ill office in Baltimore, Md., in their own proper penon.. This power of attorney revokes Chat
issued on behalf of O. Della Bradfey, etal,'dated, July 21, 1983.
Th...id AoaUtaat Secretary d.,.. h....by Certify that the.Xir.ct ..t forth on the rev..... .id. bereof i. a true copy of Articl. VI,
Sec:tlon 2, of the By.Law. of said Company, and is now in force.
IN WITNESS WHEREOF, the said Vic>>P....id.nt and AMistant Secr.tary have h.reunto .ubocribed th.ir nam.. and affized the
Corporate Seal of the oaid FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 10th day of
Julv ,A.D. 19.1U
e FIDELITY AND DEPOSIT COMPANY OF MARYLAND
ATIT.ST: .:~~~.....~:- Q.,._..J~.._....0..~...E.~._.._~~~...
A.~' Seen,.,." Vice-Pre.ideD'
STAn: or MARYLAND I
ern OF HAL 1TNORE 1 SSI
On thio 10th day of July , A:D. 1987 , before the .ubocrlber, a Notary Public of the State of
Maryland, in and for the City of Baltimor., duly commilllioned and qualified, cam. the above-named Vice-Preeid.nt and A..istant
Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to m. pe.....nally known to be the individuals and olli.....
deecrlbed in and who executed the preceding in.trument, and th.y .ach aeknowledged the .xecutlon of the sam., and being by
m. duly .wom, lev.rally and .ach for him..U depoeeth and ..ith, that they are the .aid offie.... of the Comp.ny aforesaid, and
that the ..al dfized to the preceding in.trum.nt i. the Corporate S.al of said Company, and that the oaid Corporat. Seal and th.ir
.ignatures as .uch omcers w.re duly affized and .ubecrlbed to the oaid in.tmmeDt by the authority and direction of the oaid Corporation,
IN TESTIMONY WHEREOF, I have h.r.unto set my hand and affized my Official S.al, at the City of Baltimore, the day and
y.... finot abov. written, ~~~ "7!fE~ ~
Notary Public Comm\..ion Exp y 1~7990
CERTIFICATE
I. the und....ign.d, AIlII.uint Seeretary or the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do h.r.by ""rtlly that
the original Pow.r of AUom.y 01 whieh the foregoing la . full, true and correct copy, i. In full foree and .ffect on the date of this
c.rtlll..t.; and I do furth.r c.rtify thatth. Vlee-Pre.ld.nt who .xecuted the oald Power of Auom.y was on. of th. Iddltlonal Vice-
Pr..idenla .peclally authorized by the Board of Directors to appoint any Allomey.ln.Fact a. provided In Artlcl. VI. Section 2, of
the By.Law. of th. FIDELITY AND DEPOSIT COMl'ANY OF MARYLAND.
Thl. Cerll/lcat. may be oigoed by fa.oimU. under and by authority of th. following r.oolutlon or the Board of Directors of th.
FIDELITY AND DEPOSIT COMPANY OF MAIIYLAND at a meeting duly ealled and h.ld on the 16th day of July, 1969.
RESOr.VED, "Th.tth. f...lmll. or mechanically reproduced .Ignatur. or Iny AllIlotant Secretary of the Comp.ny, whetl..r mad.
h.rotofore (If h.r.after, wherev.r appearing upon a e'rlUied eopy of any pow.r of attom.y i..ued by th. Comp.ny, .hall be valid
and blndlnll upon the Company with the .am. forc. and .lfect .. though manually dfized."
IN ~M.O":: ~"ERF.OF, I have here~o aubaerlbNI my name and dfized the corporate...1 of the saId Compl!ny, thlad....-
da:8:_0357 . , 19~, ~ ..,-;-L~
AM/.un, s-.ury
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF .
POINT WHITNEY ROAD, COUNTY ROAD NO. 275908, M.P. 0.00 TO M.P. 0.83,
STA. 76+00.00 TO STA. 124+52.30, AND BEE MILL ROAD, COUNTY ROAD NO.
273408, M.P. 1.45 TO M.P. 1.63, STA. B 0+00.00 TO STA. B 4+50.00,
IN JEFFERSON COUNTY,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING ~HE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
(NOTE:
UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
ITEM I PLAN I ITEM I PRICE PER UNIT I TOTAL AMOUNT I
-~~:I--~~~:~:~--I-------~~~~~~~~~---------I----~~-~--I---~~--I
1 I LUMP SUM I MOBILIZATION I LUMP SUM I S; 000.00' I
----1------------/-----..---------------------1;:,;-------------/------------,/
2 5.68 I CLEARING AND GRUBBING I . I 0.00 "
ACRES PER ACRES
------------I---------~-----------------I-----_-------__1______------/
ROADWAY EXCAVATION AT I .
3 17,264 I INCLUDING HAUL I 2.00 3t1.S";2.g.00 /
--_:~:_~~:_-I-;;;~~;~;;-;;~~~~;;~;------I~;~--:~:/~~:-;:-/--I---------~/
4 183 ICLASSB .OL./ I~~O.OO
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*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES wRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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I ITEM I PLAN I ITEM. I PRICE PER UNIT I TOTAL AMOUNT I
NO. QUANTITY DESCRIPTION ,DOLLARS * DOLLARS
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I I CU. YD. I IpER CU. YD. 1 I I
1____1____________1______---------------______1______---------1------------1
I I I BALLAST I AT I'. I
1 6 1 4,223 I (TRUCK MEASURE) 1 ".00 1.?'S,'3'36.00 1
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'7 1 1 , 641 . TOP COURSE ,/ 'tJ .00 1 ~q, ? '3 6.00 I
I I cu. YD. I (TRUCK MEASURE) IpER CU. YD. I .,
1____1______------,---------------------______1______---------1------------1
I I I CLASS III REINFORCED I AT I ,I
I 8 1 80 I CONC. CULV. PIPE ' J./o.OO I 3,200.00 I
I I LIN. FT. I 30 IN. DIAMETER IPER LIM. FT. I .1
I----I------------I-i~;;~~~~-;~;-~i~~;;;~----I~;-------------1------------1
I 9 I 56 I PLAIN STEEL CULVERT PIPE, I 15.00 'I ~o.oo',
LIN. FT. 0.064 THICK PER LIN. FT. .
l----l------------I-~;~~~;~-~;;-~i~;;~;~-----Ii;-------------1------------1
110 'I 30 'I CORRUGATED STEEL' I '5.00 II /50.0c> 'I
LIN. FT. CULVERT PIPE PER LIN. FT. .
1-::-\I----:::-----\I-~~~~~:~~~i~~i::~-I~;-----,~~-~~-II---;;~:t.~-~-l,
LIN. FT. 0.064 THICK PER LIN. FT. .
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113 I 193 1 PLAIN CONCRETE 1 10 .00 I J 9 ?>o.oo I
, I LIN. FT. " CULVE~T PIPE 1 PER LIN. FT. , I
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\_~:_\---~~~:~~:--I-::::-:::::::-------------~I~;~--~:~~~~_~_II---~~~~~~~11
115 I 189 I WATER I ~O.OO I ~7eCJ.OD
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*_ SHOW PRICE PER UNIT IN FIGURES pNLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNI~ COLUMN SHALL BE INTERPRETED AS CENTS.
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I NO. I QUANTITY I DESCRIPTION .............. * DOLLARS
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" 16 II 340 II REMOVE FENCE I, 1.50 I 5/0 .00',
LIN. FT. PER LIN. F'I'. I I
____I________~___I___________________________I________-______1____________1
I IAT I'. f
17 250 I INSTALL FENCE, (TYPE 2) I 3 .00 I 750.00'1
--::~:_::::--I-;~;~;~-~~-;;;~~;--------I~;~--::~:-::::--I-----------~l
18 1,311 I FENCE, (TYPE 2) I .3,'50 I 4,'566.50 I
--::~:-::::--I-;~;~;~-~~~-;;;;;----------I~;~--::~:-::::--l--------~---l
19 137 I CABLE FENCE 1 3 .00 I 411.00' I
1---- --::~:-::::--I---------------------~-----I~;~--::~:-:::--1------------1
I 20 66 I REMOVE, BEAM GUARD RAIL I 3 .00 I IQ5. co 'I
1---- --::~:-:::--I---------------------------I:~~--::~:-:::--1------------1
I 21 I INS'I'ALL, BEAM GUARD RAIL IAT 30 I ,I c ,I
I 150 I (TYPE 1) I .00 I 7,;)00.00 I
1---- --::~:-:.::--I-i;~;~~~:-;~-~~~~-~i~--II~;~--:4:~:O-:::--l---;-------~'
I 22 2 I ANCHOR"(TYPE 1 ALT.) 0 .00 I vOO.OO
I EACH. I I PER EACH '1
1---- ------------I-;~~~;~-~~-;;;;;:---------I~;-------------I-----------~
I 23 1 I STATE'SHELLFISH LAB. I 100.00 I 100.00
1---- ---~~:~-----I-~:~~-:~~:-----------------I~~~--~:~------1------------
I (N.I.C.) I TWO (2) SHOTS L.B.S.T I NOT I NOT
I 24 640 I NOT IN CONTRACT . I IN I IN
I----I---:~~~-----I-::~-~~-~~~~-~~-~::~~~~!----l'---:~~:~::----I--:~~:~::--
, I (N.I.C.) SET CENTERLINE MONUMENTS NOT I NOT 'I
I 25 17 NOT IN CONTRACT IN IN
I----!----~~:~----II-::~-~~-~~~~-~~-~:~~~~!---~I~;-:~~:~::---~ --:~~:~::-~l
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DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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I ITEM I PLAN i ITEM I PRICE PER UNIT " TOTAL AMOUNT',
I NO. QUANTITY DESCRIPTION DOLLARS * DOLLARS
,____\____________\___________________________1_______________1____________'
, 27, LUMP SUM I TRIMMING AND CLEANUP 1 LUMP SUM , '500.00'1
I____I------------I-~~-;~~~~-~;~;~;--------I~;-------------1----~------71
1 28 \ 2 1 DISSIPATOR 1 50.00 1 100.00 1
I----I---~~:-~~:--I-------------~-------------I~~~--~~:-~~:---I------------I
1 29 1 $1,000.00 II ROADSIDE CLEANUP I, ESTIMATED I, $1.,000.00 . "
I 1 ESTIMATED
,____ ------------,---------------------______1______---------1------------1
I I 'AT I I
I 30 1 1,000 ,I LABOR FOR TRAFFIC CONTROL 'I :40.00 ,120}000.00. II
, I HOURS PER HOUR
,----,------------1---------------------------'---------------1------------1
I' MAINTENANCE AND PROTECTION I , . ,
, 31 I LUMP SUM \. OF TRAFFIC I LUMP SUM 1 5.000.00 1
1----1------------1---------------------------1---------------1------------1
I' , CONSTRUCTION SIGNS, ,AT 10' , ~ '1
I 32 I 55 I CLASS A " 00, 5 :>0.00 I
I----l---:~:-:::--l---------------------------l~~~--:~:-:::---I-----------~l
1 33 1 J.05 'I FLEXIBLE GUIDE POSTS " ~S .00 'I J.} ~;J.5.00 'I
I EACH . . PER EACH
1----1------------1---------------------------1---------------1-----------:1
1 34 I LUMP SUM 1 PE~ENT SIGNING ',LUMP SUM ',/,500.00 II
, I' .
I----I------------I---------------------------l~;-------------1-----------7\
1 35 1 J.8,015 1 EMBANKMENT COMPACTION I .2.5 I '/,503.75' I
l-::-I---~:~::::--I-~~~~i~~~~~:---------\~;'---~:-;~~~- -~;;~~~I
I----l---:~:-~~:--I---------------------------I~~~--:~:-:~:--- -----------~l
1 37 1.16 1 MAILBOXES 'I z.o.oo 37-0.0D I
I I EACH PER EACH
I-::-I----::::----I-~~~:~~~~~~;---------'I~;------~~:;~- --~~~~~~~-I
l----\---:~:-~~:--I--------------------------- ~~~--:~:-:~:--- ------------1/
1______:~~::_~~-!-~~-~-7.z~-:~~-f
*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE XNTERPRETED AS CENTS.
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PROPOSAL - CONTINUED
The bidder is hereby advised that by signature of this proposal he/she.
is deemed to have acknowledged all requirements and signed all
certificates contained herein. .
A proposal guaranty in an amount of five percent (5\) of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH 0 XH THE AMOUH'J' OF
CASHIER'S CHECK 0 DOLLARS
CERTIFIED CHEeR 0 ($ ) PAYABLE TO THE COUNTY "l'REASURER
PROPOSAL BOND ~ XN THE AMOUH'J' OF 5' OF THE BID
**Receipt is hereby acknowledged of addendum(s) no, (sL.1_,_,_-
SIGHM'URE OF A~ OFFICIAL(S)
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FXRM IiAME
(ADDRESS)
~e~ an:~orn.to (or
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NOT Y PUBLIC
HA'1 2.2., /9'89
Date' I I,
affirmed) before me on
Note:
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(Seal or I'Stamp\ I"
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This proposal is not transferable and any alteration of
the firm's name entered hereon without prior permission
from the County Commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
Please refer to section 1-02.6 of the standard specifica-
tions, re: -Preparation of Proposel,- or -Article 4- of
the Instructions t.o Bidders of building construction jobs_
My appointment expires
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held
in a fund by the OWner until (30) days following final acceptance
of the work.
Date
Signed
B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of t~ork. ~
Date $-22--69 Signed~'~
c. I hereby elect to have the Owner invest the retained percentage of
this contract from time to time as such retained percentage accrues.
I hereby designate
the repository for the escrow of said funds.
I hereby further agree to be fully responsible for paymen't of all costs
or fees incurred as a result of placing said retained percentage in
escrow and investing it BS authorized by statute. The OWner shall not
be liable in any way for any costs or fees~onnect~ pherewith.
Date . S- - 2.2.. - B~ Signed I ~~ I~
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NON-COLLUSXON AFFXDAV:IT
* STATE OF WASHINGTON J
** COUNTY OF :s:6~e.5'(>
ss
x,
***
and
the unde~signe~ an authorized representative of
~~ c.o.J,sJ ' IMe. being duly sworn, deposes
says that the person(s), firm, association, or corporation has
(have) not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken
any action in restraint of free competitive bidding in
connection with the project for which this proposal is
submitted.
X. further acknowledge that by sioning the nroDosal si9nature Dage
of the nroDosal. I am deemed to have si9ned and have agreed to the
provisions of the noncollusion affidavit.
* J:f notarization of proposal takes place outside of Washington state,
DELETE WASHINGTON and enter appropriate state.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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Fidelity and Deposit Company
HOME: OFFICE: OF MARYLAND BALTIMOR.E, MD. 21203
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
That we,............~!;:J.9.~...!;g.~~:r.R!l.C.'!:;J;QN~...;;;NC..,..............................................................................................................
..............9.t...........f.g.RA...'!:Q~P..J;;NP......~A..............................................................................................................................
............................................................................................... as Principal, (hereinaCter called the "Principal"), and
the FIDEI.ln' AXD DI'I'OSIT COMPANY OF MARYLAND, oC Baltimore, Maryland, a corporation duly organized
under the laws oC the State of Maryland, a. Surety. (hereinafter called the "Surety"). are held and firmly bound
unto....................~~.~~~.~~!?~...t;:.Q!!.~?;x.,...!?~r.MTI!~tl.r...!?f...Ji'.y~gs:;...Wg.R!SJ?..............................................................
..................................................................................................................a. Obligee, (hereinaCter called the "Obligee"),
in the .um oC.....~~~.F:...~.F:.~9!?~!...~?;)....l?~...'!ff.~..!Q?;~..~9.!m.?;...!!hP.:..:::..::-...::..:::Dollars ($.~.~~.?;t~.~~........),
Cor the payment oC which sum well and truly to be made, the said Principal and the said Surety. bind ourselve.,
our heirs, executors. admini.trator.. successors and as.ign., jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid Cor....._:f.!!.:!.n!;..Y.!!.g!M..y....R!!~.g................................................
............................~!:'.~!!E>.:..~~!!.~...!?~.~;!.~.!:E...~~l??.~.~.........................................................................................................
...........................................n.....................................................................................................................................................
NOW, THEREFORE, j( the Obligee shall accept the bid of the Principal and the Principal shall enter into
a contract with the Obligee in accordance with the terms OC su~h bid and give such. bond or bond. as may be
specified in the bidding or contract document. with good and sufficient surety Cor the CaithCul perCormance oC
such contract and Cor the prompt payment oC labor and material Curni.hed in the pro.ecution thereoC, or in the
event of the Cailure oC the Principal to enter into such contract and give such bond or bonds, if the Principal
shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said
bid and such larger amount Cor which the Obligee may in Rood Caith contract with another party to perCorm
the work covered by said bid. then this Obligation shall be null and void. otherwise tlt remain in full Coree and effect.
Signed and scaled this......................~.~!!~.............................day oC......................}my...................'..A.~. 1~9,:~~....
~ ' " ~,: . '" ,,"
....l?~!; !!1.I...!1.9.111!.~.lJ.l.!; !;J.9.1l.....11;\l::, ..1..:_,....':..:.... ..(SIlAL)
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Wi/llcu
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
SIIrc/y
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By.lJI J;,l1M.,( ;, -J.....d..,...b .1<>.... ,\I.)
Cyntfiial.7"'Foy-' 'Ffic-:r \
Attorney-in-fact .\ . ' !
II,'
C.lUtl-ISOM,
^llllfOV,d by "h" Am"lun fn.llttlle of ^,chll't",
A.I.I\' !Joell",!!nt NUl A.JIO I'.bruln)' lUlu ~dlllon.
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
MOM! Of'FK:E. IIAlTIMOfl:E. Me
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the
State of Maryland, by C. M. PECOT, JR. , Vice-President, and C. W. ROBBINS .
Aasistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set
forth on the reverse Ilide hereof and are hereby certified to in full for d effect on the date hereof, does hereby nominate,
constitute and appoint Lori Whitted and Cynt . Foy,,, h of Seattle, Washin2ton F.Ar"
d8 true and lawful agent and Attorney-m-Fact. to m
any and all bonds and undertaki
ADd the execution 01 such bonds or underta () PUl8u~ these presents, IIhan be as binding upon lIaid Company, as fully
and amply. to all intents and purpose~. . ey h~d ,~y executed and acknowledged by the regularly elected officers of
the Company at ita office in Baltimore in their roper persons.This power of attorney revokes that
issued on behalf of O. D Bradt. d Lori Whitted, dated, July 10, 1987. '
TI.e said Assistant Secretary doe~ y ce~if a e afor"lloing ia a true copy 01 Article VI, Section 2. of the By-Laws of
aaid Company, and is now in 1
IN WITNESS WHEREOF, ::~ice-Pre and Assistant Secretary have hereunto subllCribed their names and affixed the
Corporate Seal of the said F~!i ANlk1;)EP IT COMPANY OF MARYLAND, this 22nd day of
November , A.D. 19J1l\. ~
ATTEST: e. CIDE~::t~ COMPANY OF MARYLAND l?uJ~
_.._.....__..._..~W;;.S;~;;;;,;;:;..........._..._........ By ..,..........._.........i.'i;;;:;;;;;;i;;~~;._......_..._._......._....--
STATE OF M.Ull'lANO
Crn OF BAL11MORE
lS.'il
\
On this 22nd day of November . A,D. 1988 ,before the aubscriber, a Notary Public of the State of
Maryland, in and for the City of Baltimore, duly commiaaioned and qualified. came the above-named Vice-President and Aaai.tant
Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
deacribed in and who executed the preceding instnunent, and they each acknowledged the execution of the same, and being by
me duly sworn, aeverally and each for himaeU depoaeth and saith, that they are the aaid officers of the Company aforesaid, and
that the aeal affixed to the preceding instnunent ia the Corporate Seal of said Company, and that the said Corporate Seal and their
algnature8 as such officers were duly aff..ed and subscribed to the aald inll1n1ment by the authority and direction of the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto lOt my hand and affixed my Official Seal the City of Baltl~the day and
year fint above written. ........~ ..J
Notary Public Com
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify thaI
the original Power 01 Attorney of which the foregoing II a full, \rUe and correct copy, Is in full force and effecl on the date of this
cert1llcate; and I do further cert1ly that the Vlce-Prealdent who executed the said Power of Attorney was one of the additional Vice-
Presidents apeclally authorized by the Board of Directors to appoint any Attorney.in.Facl as provided in Article VI, Section 2, 01
the By.Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Certifica\t' may be aigned by facaimlle under and by authority of the followln, relOlutlon 01 the Board of Directors 01 the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meelin, duly called and held on the 161h day 01 July, 1969.
RESOLVED: "ThaI the facalmUe or mechanically reproduced a""ature 01 any Aaaialanl Secretary of the Company, whether made
heretofore or hereafter, wherever appearing upon a certified copy of any power of altorney iaaued by the Company, ahall be valid
and blndin, upon the Company wlth Ihe aame fo"", and effeel as thoUllh manually allbled."
IN TESTIMONY WIIEREOF, I have hereunto aubacribed my name and aUilled the corporate...1 of the aald Company, thlll 21nJL
day 01 Mnv ,19Jl.2. (l ~ . . ... -r:-J..,,~..
180-0357 ~-
A..I.unl 5<tcretary
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JEFFERSON COUNTY
DEPARTMENr OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(2061' 385-9160
Gary A. Rowa, P.E.. Director
Robert G. Nesbitt, P.E., County Engineer
May 8, 1989
ATTENTION: Altt!JIDDERS AND PLAN BOLDUS
Pt. Whitney Rd.- Bee'Mill Rd.
County Road No. 275908 & 273408
Project No. CR0528
ADDENDUM NO.1
You are hereby notified that bid item number 6, BALLAST, is hereby changed
to item 6, GRAVEL BASE. with no change in the plan quan.t;ity.
No source has been provided for any material necessary for the construction
of this improvement.
The Contractor shall make arrangements to obtain the necessary materials at
no expense to the County, and all costs of acquiring, producing, and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
All bidders are required to furnish the County with evidence of the receipt
of this addendum. This addendum will be incorporated in and made a part of
the contract when awarded and when fOrmal~y ex cuted.
Robert G. Nesbitt, P.E. by: ~ ~
County Engineer Bruce urie,
Construction Engineer
NOTE:
The plans and specifications do not
them. Acknowledgement of receipt of
PROPOSAL,
have this addendum incorporated in
each addendum is required on the BID
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NO'1'XCE '1'0 CON'l'RAC'l'ORS
CALL FOR BXDS
POXNT NHXTNEY ROAD - BEE IIXLL ROAD, C.R.O. 528
Notice is hereby given that the Board of County Commissioners of Jefferson
County, state of WaShington, will receive sealed bids up until the hour of
10:30 a.m., Monday, May 22, 1989 at the office of the County Commissioners,
Courthouse, Port Townsend, Washington, 98368, and will be then and there
opened and read publicly after that date and time for construction of
improvements to 0.83 miles of Point Whitney Road, county Road No. 275908,'
M.P. 0.00 to M.P. 0.83, and 0.18 miles of Bee Mill Road, County Road No.
273408, M.P. 1.45 to M.P. 1.63, C.R.O. 528, in Jefferson County, by grading,
draining, and various other work as described in the contract documents.
Major items of work will be, clearing and grubbing, grading, draining,
surfacing, culvert removal and installation, removing and installing
fencing, removing and installing beam guard rail, flexible guide posts,
permanent signing, seeding and fertilizing.
Bids shall be submitted in accordance with the plans and specifications on
file at the office of the Director of Public Works, courthouse, Port
Townsend, WaShington, where copies may be obtained by depositing $25.00.
The deposit will be refunded if the plans and specifications are returned
in good condition within 10 days of bid opening.
Each bid shall be accompanied by a surety bond, postal money order, cash,
cashiers check or certified check payable to the Treasurer of Jefferson
County in the sum of 5% of the bid amount, to be forfeited to Jefferson
County by the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100% of the contract price
within ten (10) day/", of the award. The board of County Commissioners
reserves the right to reject any and all bids, and to accept the bid deemed
most advantageous to Jefferson County and to waive all informalities in the
bidding.
Dated this ..kE:!: day of 7/' 4,
, 1989.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
4-'91< f!,.~-~-
George . Browrl, Chairman
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt. P.E., County Engineer
May 8, 1989
ATTENTION: ALL BIDDERS AND PLAN HO~~
Pt. Whitney Rd.- Bee'Mill' Rd.
County Road No. 275908 & 273408
Project No. CR0528
ADDENDUM NO.1
You are hereby notified that bid item number 6, BALLAST, is hereby changed
to item 6, GRAVEL BASE, with no change in the plan quantity.
No source has been provided for any material necessary for the construction
of this improvement.
The Contractor shall make arrangements to obtain the necessary materials at
no expense to the County, and all costs of acquiring, producing, and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
All bidders are required to furnish the County with evidence of the receipt
of this addendum. This addendum will be incorporated in and made a part of
the contract when awarded and when formally executed.
Robert G. Nesbitt, P.E. by: ~.~
County Engineer Bruce ~~.
Construction Engineer
NOTE:
The plans and specifications do not have this' addendum incorporated in
them. ACknowledgement of receipt of each addendum is required on the BID
PROPOSAL.
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3
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The following Amendments and special Provisions shall be used in
conjunction with the 1988 Standard Specifications for Road, Bridge, and
Municipal construction adopted in January, 1988.
5
AMENDMENTS TO THE STANDARD SPECIFICATIONS
6
7
8
9
10
The following Amendments to the Standard specifications are made a part
of this contract and supersede any conflicting provisions of the
Standard Specifications. For informational purposes, the date following
each Amendment title indicates the implementation date of the Amendment
or the latest date of revision.
11
12
13
Each Amendment contains all current revisions to the applicable section
of the Standard Specifications and may include references which do not
apply to this particular project.
14
15
16
17
Where the term "Commission" or "washington State Transportation
Commission" appears in the Standard Specifications or Special
Provisions, it shall be interpreted to mean the Board of county
Commissioners of Jefferson county.
Where the term "Department" or "Department of Transportation" appears
in the Standard Specif ications or special provisions, it shall be
interpreted to mean the Director of Public Works of Jefferson County
and such agents as are authorized to act in his behalf.
Where the term "Engineer" appears in the Standard Specifications or
Special Provisions, it shall be interpreted to mean the county Engineer
of Jefferson County, acting directly or through his duly authorized
representatives.
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Where the term "State" appears in the Standard specifications or special
Provisions, it shall be interpreted to mean Jefferson county acting
through its authorized representatives.
Where the term "State Treasurer-Department of Transportation" appears
in the Standard Specifications, it shall be interpreted to mean
Jefferson County Treasurer, acting through its authorized
representatives.
29
30
31
32
33 SECTION 1-02, BID PROCEDURES AND CONDITIONS
34 January 25, 1988
35 1-02.13 Irregular proposals
36
Item (b) under No. 2 is deleted.
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37 SECTION 1-04, SCOPE OF THE WORK
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1 September 12, 1988
2
3
1-04.2
Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
4 The four paragraphs of this sUbsection are revised to read:
The complete contract includes these parts: The Contract Form,
Proposal, Plans, Special Provisions, these Specifications, Addenda,
and all supplemental documents. These parts complement each other
in describing a complete work. Any requirement in one part binds
as if stated in all parts. The Contractor shall provide any work
or materials clearly implied in the description even if the
contract does not mention it specifically.
AnY.discrepancy in the parts of the contract shall be resolved by
following this order of precedence (e.g. 1 takes precedence over
2, 3, 4, 5, 6, and 7; 2 takes precedence over 3, 4, 5, 6, and 7
and so forth):
1. Addenda
2. Proposal
3. Special Provisions
4. Plans
5. Amendments to Standard Specifications
6. Standard Specifications
7. Standard Plans
On the Plans, drawings, and Standard Plans, figured dimensions
shall take precedence over scaled dimensions.
In case of any ambiguity or dispute over interpreting the contract,
the Engineer's decision will be final as provided in Section
1-05.1.
30
28 SECTION 1-05, CONTROL OF WORK
29 August 29, 1988
1-05.3
Plans and Working Drawings
32
33
34
31 The fourth sentence of the third paragraph is revised to read:
35
36
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Unless otherwise stated in the contract, the Engineer will require
up to 30 calendar days from the date the submittals are received
until they are sent to the Contractor.
1-05.12
Final Acceptance
The first sentence of the first paragraph is revised to read:
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1 The Contractor must perform all the obligations under the contract
2 before final acceptance can occur except as provided in S'ilction
3 1-09.9 for unilateral acceptance.
4 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
5 December 27, 1988
7
8
6 The following. new section is added following section 1-07.9 wages:
1-07.9(1) Employees Engaged In Production and Delivery of
Aggregates and Related Materials
9
10
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34
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36
37
38
39
In regards to the State of Washington minimum wage requirements of
RCW 39.12, the provisions of the following WAC 296-127-016 shall
apply: .
WAC 296-127-016 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED
IN THE PRODUCTION AND DELIVERY OF MATERIALS PREDOMINANTLY USED
IN ROAD CONSTRUCTION. The materials covered under this
section are sand, gravel, crushed rock, concrete mix, asphalt,
or other similar materials.
(1) For the purpose of this section, a Contractor or
subcontractor is defined as an employer who has
contracted to perform work on a public works project
site. Employers who produce and stockpile these
materials for public agencies are not considered
Contractors for the purpose of this section. Workers
who are employed by public works Contractors or
subcontractors are subject to the provisions of Chapter
39.12 RCW when:
(a) They are engaged in the production of the above
listed materials for a public works project in a
sand or gravel pit, rock quarry, concrete mixing
plant, or other similar facility; or
(b) They are engaged in the transportation of the above
listed materials for use on the public works
project, whether or not they perform any work on
the project site.
(2) Workers are subject to the provisions of Chapter 39.12
RCW, regardless of who their employer is, when:
(a) They deliver any of the above materials to pUblic
works construction sites and perform any spreading,
leveling, rOlling, or oth~rwise participate in any
incorporation of the materials into the project; or
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(b) They wait at or near the public works project site
to participate in the incorporation of the materials
into the project; or
(c) They remove any materials from a public works
construction site pursuant to contract requirements
or specifications (e.g., excavated materials,
materials from demolished structures, cleanup
materials, etc.); or
(d) They work in a material production facility (e.g.,
batch plant, borrow pit, rock quarry, etc.,) which
is established for a public works project near a
public works construction site for the specific,
but not exclusive, purpose of supplying materials
for the project.
(3) Workers are not sUbject to the prevailing wage
requirements of Chapter 39.12 RCW when: They are employed
by a common or contract carrier trucking company
principally or exclusively engaged in the hauling or
delivery of such products, and the employee's duties do
not include spreading, leveling, rolling, or otherwise
participating in the incorporation .of the delivered
materials i.nto tbe project.
If a firm falls under the provisions of RCW 39.12 by virtue of WAC
296-127-016 and does not fall into the category of contractor,
subcontractor, or agent of a subcontractor previously addressed in
Section 1-07.9, then that firm shall comply with all the
requirements of RCW 39.12 including but not limited to:
(1 ).
File a "Statement of Intent to Pay Prevaj ling wages"
(F700-029-000 or F700-029-111) wi~h th~ industrial
statistician of the Washington State Department of Labor
and Industries for approval,
Submi t a copy of the approved "Statement of Intent to
pay prevailing Wages" (F700-029-000 or F700-029-111) to
the Engineer,
Pay the prevailing rate of wage for each classification
of workers entitled to the prevailing wage,
File an "Affidavit of wages Paid" (F700-007-000 or
F700-007-111) with the industrial statistician of the
Washington state Department of Labor and Industries for
approval, and
(2)
(3 )
(4 )
(5)
Submit a copy of the approved "Affidavit of wages Paid"
(F700-007-000 or F700-007-111) to the Engineer.
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11.
12
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21.
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The forms required only by virtue of WAC 296-127-016 shall be on
the forms provided by the industrial statistician of the washington
State Department of Labor and Industries. The affected firms shall
be responsible for requesting these forms from that agency.
The Contractor shall be responsible for ensuring compliance with
th~ requirements of WAC 296-127-016 by all firms engaged in any
part of the work necessary to complete the contract.
1-07.11(7)A
Special Training provisions
a.
Written notification to minority and female
recruitment sources and community organizations of
available employment opportunities with the
Contractor/Subcontractor and/or enrollment
opportunities with its unions:
Records documenting the contractor/Subcontractor's
efforts, and the outcome of those efforts, to employ
minority and female applicants and/or refer them to
unions:
Item 3, Affirmative Action Recruitment Required, is revised to read:
3. Affirmative Action Recruitment Required This training
commitment is not intended, and shall not be used, to
discriminate against any applicant for training, whether a
protected group individual or not. However, training and
upgrading of minorities and women toward journeyman status is
a primary objective of this Training provision. Accordingly,
the Contractor /subcontractor assigned training shall make
every effort to enroll minority and women trainees to the
,e~;entsuch persons are available within a reasonable area of
recruitment. More., specifically, if a nonminority male
trainee/apprentice is proposed for utilization toward meeting
the training goal, approval may be granted if the
contractor/Subcontractor proposing to utilize the trainee is
otherwise in compliance with the contract's Equal Employment
Opportunity and On-the-Job Training requirements and further.
provides documentation as to the efforts taken to fill the
specific training position with either minorities or females:
or, if not otherwise in compliance, furnishes evidence of
his/her systematic and direct recruitment efforts in regard
to the position in question and in promoting the enrollment
and/or employment of minorities and females in the craft which
the proposed trainee ~s to be trained.
As a minimum, a contractor/Subcontractor who is not otherwise
in compliance can substantiate their systematic and direct
recruitment efforts by providing documentation as to the
following:
b.
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Records reflecting the Contractor/Subcontractor's
efforts/participation in developing minority and
female on-the-job training opportunities, including
upgrading programs and apprenticeship:
c.
5
6
7
8
Written notices to unions and training programs
disseminating the Contractor/Subcontractor's EEO
policy and requesting their cooperation in achieving
his/her EEO and OJT obligations.
Systematic and direct recruitment efforts must be through
public and private sources likely to yield minority and female
trainees. Such documentation must be submitted in a timely
manner. Contractor/Subcontractor's compliance with this
section shall be made on a case-by-case basis. The project
Engineer's determination of a Contractor/Subcontractor's
compliance with this section shall be administratively as
provided in section ~-05.~.
d.
1-07.~~(~0)B Required Records and Retention
This section is revised to read:
All records must be retained for a period of three years following
completion of the contract work and shall be available at
reasonable times and places for inspection by authorized
representatives of the State Department of Transportation, and on
Federal-aid projects, the Federal Highway Administration.
On Federal-aid contracts only, the Contractor/subcontractor shall
submit to the Project Engineer an annual report for each month of
July for the duration of the project. The report must indicate
the number of minority, women, and nonminority group employees
currently engaged in each work classification required by the
contract work. This information is to be reported on Form PR 139~
by August ~1.
All Contractors/Subcontractors having contracts of $~O,OOO or more
that are State or Federally funded shall submit a copy of the
Office of Federal Contract Compliance (OFCCP) form CC-257 to ~ha
Project Engineer by the fifth of the month during the term of the
contract.
Failure to submit the required reports by their due dates may
result in the withholding of progress estimate payments.
SECTION 1-08, PROSECUTION AND PROGRESS
December 27, 1988
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SUbcontracting
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1 The fifth paragraph is revised to read:
2
3
4
5
6
7
8
9
10
11
12
The Department will not consider as subcontracting: (1) purchase
of sand, gravel, crushed stone, crushed slag, batched concrete
aggregates, ready mix concrete, fabricated structural steel, and
any other materials supplied by established and recognized
commercial plants: or (2) delivery of these materials to the work
site in vehicles owned or operated by such plants or by recognized
commercial hauling companies. However, the washington state
Department of Labor and Industries may determine that RCW 39.12
applies to the employees of such firms identified in (1) and (2)
above in accordance with WAC 296-127-016. If this should occur,
the provisions of Section 1-07.9(1) shall apply.
13
1-08.3
Progress Schedule
14
15
The first paragraph of this section is supplemented by the following
paragraph:
16
17
18
19
20
21
22
23
The Department allocates its resources to a contract based on the
total time allowed in the contract. The Department will accept a
progress schedule indicating an early completion but cannot
guarantee Department resources will be available to meet the
accelerated schedule. No additional compensation will be allowed
if the Contractor is not able to meet their accelerated schedule
due to the unavailability of Department resources' or for other
reasons beyond the.. Depal='tment ~ s., ,control.
24
25
SECTION 1-09, MEASUREMENT AND PAYMENT
October 31, 1988
26
1-09.1
Measurement of Quantities
27 The column headings for the tabulation CONVERSION FACTORS AVERAGE
28 WEIGHTS AND VOLUMES OF ASPHALT are corrected to. read:
29
30
Grade
G~llons t'er
Ton (iI 60 F
Pounds per
Gallon (iI 60'F
31
1-09.6
Force Account
32
Item No.6, Contractor Markup on Subcontractors, is revised to read:
When work is performed on a force ae,count basis by approved
subcontractors, the Contractor will be allowed an additional markup
equal to 5 percent of the total cost computed for 1, 2, 3, 4, and
5 for all administrative costs.
33
34
35
36
37
38
1-09.8
Payment for Material on Hand
The following paragraph is added after the first paragraph:
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The state may reimburse the Contractor for traffic signal
controllers as follows:
3
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Fifty percent when the traffic signal controller and all
components are received and assembled into a complete unit at
the Headquarters Materials Laboratory.
2. One hundred percent when the traffic signal controller is
approved for shipment to the project by the Headquarters
Materials Laboratory.
1.
6
7
8
9
10
SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP
April 11, 1988
11
Disposal of Usable Material and Debris
2-01. 2
12
This section is supplemented with the following:
Disposal of debris in a Contractor provided waste site shall meet
the requirements of section 2-03.3(7)C.
13
14
15
16
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
April 11, 1988
2-02.3(1) General Requirements
17
18
The last paragraph is revised to read:
The Contractor may dispose of waste material in State-owned sites
if the special provisions or the Engineer permit it. Otherwise,
the contractor shall arrange to dispose of waste at no expense to
the State and any such disposal shall meet the requirements of
section 2-03.3(7)C.
19
20
21
22
23
24
25
26
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT
August 29, 1988
2-03.3(7) Disposal of Surplus Material
27 This section is revised to read:
28 2-03.3(7) Disposal of Surplus Material
29
30
31
32
2-03.3(7)A General
The Contractor shall haul all excavation to the nearest embankment,
unloss the Engineer declares the hauling distance to be too great.
If excavation yields more material than needed for nearby
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embankments, the Contractor shall dispose of the excess in keeping
with the special provisions or as the Engineer directs.
2-03.3(7)B Haul
When the contract includes a payment item for haul, the State will
pay as follows for hauling excess excavation to a disposal site:
1. If the State provides a site, but the Contractor chooses
to haul elsewhere, the State will pay for all actual
mileage up to but not exceeding the mileage that would
have been necessary using the State site.
2. If the State does not provide a site, the State will. pay
for all actual mileage up to but not exceeding the
mileage necessary to haul to a site 1 mile from the
project limits.
2-03.3(7)C Contractor Provided Disposal site
If the state provides no waste site, but requires disposal of
excess excavation or other materials, the Contractor shall arrange
for disposal at no expense to the state, except as provided in
section 2-03.3(7)B Item 2.
The Contractor shall acquire all permits and approvals required
for the use of the disposal site. The cost of any such permits
and approvals shall be included in the bid prices for other work.
The Contractor shall, if requested by the Engineer, provide the
Engineer the location of all disposal sites to be used and also
provide copies of the permits and approvals for such disposal
sites.
Disposal of excess material wi thin a wetland area will not be
allowed without a section 404 permit issued by the U.S. corps of
Engineers, and approval by the local agency with jurisdiction over
the wetlands. Wetlands are defined as those areas inundated or ,
saturated by ground or surface.water at a frequency and duration
sufficient to support, and that under normal circumstances do
support, a prevalence of vegetation typically adapted for life in
saturated soil conditions. Wetlands generally include swampS,
marshes, bogs, and similar areas.
The Contractor shall protect, indemnify and save harmless the state
from any damages that may ari~e.trom the contractor's activities
in making these arrangements. Such indemnity shall be in
accordance with RCW 4.24.115 as amended by CH. 305, Laws of 1986.
Any action required to satisfy any permit and/or any approval
requirements in a Contractor provided disposal site shall be
performed by the Contractor at no additional expense to the State.
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Reclamation of a Contractor-supplied waste site must conform to
the requirements of Section 3-03.
3
2-03.3(14)C
Compacting Earth Embankments
4 The first sentence of the twelfth paragraph is revised to read:
5 Under Method B, the moisture content of the material shall not
6 exceed 3 percent above the optimum determined by the tests
7 described in section 2-03.3(14)D.
8
2-03.3(14)I
Embankments at Bridge and Trestle Ends
9
The first sentence of the first paragraph is revised to read:
10
11
This work consists of filling around the ends of trestles and
bridges, the area defined in Section 1-01.2.
12
13
SECTION 2-09, STRUCTURE EXCAVATION
May 23, 1988
14
2-09.3(1)0
Disposal of Excavated Material
15
The second paragraph is supplemented with the following:
Any such disposal shall meet the requirements of section
2-03.3(7)C.
16
17
18
19
2-09.3(4)
construction Requirements, Structure Excavation, Class
B
20
This section is revised as follows:
21
Delete the third and fourth sentence of the third paragraph.
22
2-09.4
Measurement
23
This section is supplemented with the following:
Shoring and Cribbing or extra excavation Class B will be measured
by the square foot as follows:
Where the trench is excavated to a depth of 4 feet or more
and shoring and cribbing is constructed or the earth faces
are excavated to the slope of repose provided it is 3/4 to 1
or flatter as required to meet safety, regulations, the area
for payment will be measured on each side of the trench or
excavation where such work is performed. Measurement will be
made from the existing ground line or from the neat lines of
a designated grading section at the outer limit defined for
payment for structure excavation to the bottom of the
24
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excavation and for the length of the work actually performed.
The bottom elevation for measurement will be the bottom of the
excavation as shown in the plans or as otherwise established
by the Engineer. .
5
2-09.5
Payment
6 This section is supplemented with the following:
7
8
7. "Shoring and cribbing or Extra Excavation Class B", per square
foot.
9
10
11
12
13
14
15
16
17
The unit contract price per square foot shall be full pay for the
construction and removal of shoring and cribbing. The unit
contract price per square foot shall be full pay for all
excavation, backfi,ll, compaction, and other work required when
extra excavation J.S used in lieu of constructing shoring and
cribbing. If select backfill material is required for backfilling
within the limits of the structure excavation, it shall also be
required as backfill material for the extra excavation at the
Contractor's expense.
If there is no bid item for shoring and cribbing or extra
excavation Class B on a square foot basis and the nature of the
excavation is such that ~horing and cribbing or extra excavation
is required as determined by the Engineer, payment to the
Contractor for the work will be made in accordance with section
1-04.4.
18
19
20
21
22
23
24
25
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES
January 30, 1989
26
3-01.3(5)
Moving Plant
27 The reimbursement for haul addressed in the first sentence of the third
28 paragraph is revised from $0.20 to $0.25.
29
3-01.4(1)
'Acquisition and Development
30 The last sentence of the third paragraph is revised to read:
31
32
33
34
35
when the Contractor intends to operate a source under the
Department's blanket surface mining permit, the Contractor shall
submit a reclamation plan for approval. No work shall begin in
the pit or quarry before the reclamation plan is approved by the
Engineer.
36
37
SECTION 3-03, SITE RECLAMATION
December 12, 1988
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2 This Section is revised to read:
3
4
5
6
7
All borrow, quarry, or pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the state shall be reclaimed as shown in the Plans and as
designated by the Engineer.
8
9
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Ultimate reclamation plans are not normally required for borrow,
quarry, or pit sites not meeting the above' criteria or stockpile
or waste sites. However, all such sites shall be reclaimed to the
extent necessary to control erosion and provide satisfactory
appearance consistent with anticipated future use.
~3
3-03.2(2) contractor-Provided sites
The first sentence in the paragraph is revised to read:
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All borrow, quarry, and pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the Contractor shall be reclaimed in accordance wi th the
conditions and requirements of an approved operating permit
acquired from the Department of Natural Resources.
The first sentence in the third paragraph is revised to read:
Ultimate reclamation plans are not required for borrow, quarry, or
pit sites not meeting the above criteria or for stockpile or waste
sites.
21
22
23
24
25 The fourth paragraph is revised to read:
26
27
28
29
30
3~
32
33
34
Compliance wi th the State Environmental policy Act (SEPA) is
required for sites involving more than ~oo cubic yards of
excavation or landfill throughout the lifetime of the site unless
the local agency in which the project is located establishes a
greater amount. sites involving more than 500 cubic yards of
excavation or landfill throughout the lifetime of the site always
require compliance with SEPA. Those reclamation plans to be
approved by the Department of Transportation shall be prepared and
submitted for approval as herein specified.
35
36
SECTION 7-02, CULVERTS
May 23, 1988
7-02.3(1) Placing Culvert Pipe - General
37
38 This section is supplemented with the following:
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Any shoring and cribbing or extra excavation required shall meet
the requirements of Section 2-09.3.
3 7-02.4 Measurement
4 This section is supplemented with the following:
5 shoring and cribbing or extra excavation will be measured as
6 specified in Section 2-09.4.
7 7-02.5 Payment
8 This section is supplemented with the following:
9 21. "Shoring and cribbing or Extra Excavation Class B", per square
10 foot.
11 The unit contract price per square foot for "Shoring and Cribbing
12 or Extra Excavation Class B", shall be full pay for the work as
13 specified in section 2-09.5.
14 SECTION 7-10, TRENCH EXCAVATION, FOUNDATION BEDDING, AND BACKFILL FOR
15 WATER MAINS
16 May 23, 1988
17 7-10.3(7} Trench Excavation
18 This section is supplemented with the following:
19
20
21
22
23
If workers enter any trench or other excavation 4 feet or more in
depth that does not meet the open pit requirements of section
2-09.3(3}B, it shall be shored and cribbed. The Contractor alone
shall be responsible for worker safety, and the State assumes no
responsibility.
The Contractor must submit six sets of plans before shoring or
cribbing. These plans must meet the plan requirements set forth
in section 2-09.3(3)D.
Upon completing the work, the Contractor shall remove all shoring
and cribbing unless the plans or the Engineer direct otherwise.
24
25
26
27
28
29 7-10.4 Measurement
30 This section is supplemented with the following:
31
32
33
shoring and cribbing or extra excavation trench, will be measured
as specified in Section 2-09.4 for shoring and cribbing or extra
excavation Class B.
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2 This sec~ion is supplemented with the following:
3
4
5.
"shoring and Cribbing or Extra Excavation Trench", per square
foo~.
5
6
7
8
The unit contract price per square foot for "Shoring and Cribbing
or Extra Excavation Trench", shall be full pay for the work as
specif ied in section 2-09.5 for shoring and cribbing or extra
excavation Class B.
9
10
SECTION 8-21, PERMANENT SIGNING
February 27, 1989
11
8-21.3(4) sign Removal
12
This Section is revised to read:
13
14
15
16
17
18
19
20
21
22
23
24
25
26
Where shown in the Plans or as indicated by the Engineer, the
existing signs and, if so indicated, the sign structures shall be
removed by the Contractor. Where indicated, the Contractor shall
remove concrete pedestals to a minimum of 12 inches below finished
grade and backfill the holes to the satisfaction of the Engineer.
Where the existing sign post is located within a sidewalk area, the
Contractor shall remove the post and finish the area so as to make
the sidewalk continuous. The sign posts and structures shall
become the property of the Contractor and shall be removed from the
project or otherwise disposed of as approved by the Engineer. The
signs shall remain the property of the State and shall be
stockpiled, as directed by the Engineer, at the location designated
in the special Provisions. The Contractor may disassemble large
signs to facilitate transportation.
27 8-21.3(9)5 Nonshrink Grout
28 This Section is revised to read:
29
8-21. 3 (9) 5 Grout
Grout shall conform to the requirements of Section 6-03.3(36)
30
31 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
32 April 11, 1988
33
9-05.1 Drain Pipe
The following subsection is added:
34
35 9-05.1(7) corrugated polyethylene Drain Pipe
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1 corrugated polyethylene drain pipe, l2-inch thru 24-inch diameter
2 maximum, shall meet the rninimumrequirements of AASHTO M 294.
3 9-05.2 Underdrain Pipe
4 The following subsection is added:
5 9-05.2(8) Perforated Corrugated polyethylene Underdrain pipe
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
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23
24
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31
32
33
34
35
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37
38
39
40
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Perforated corrugated polyethylene underdrain pipe, l2-inch thru
24-inch diameter maximum, shall meet the minimum requirements of
AASHTO M 294. Perforations shall be in accordance with AASHTO M
252.
9-05.9 Steel Spiral Rib storm Sewer pipe
This Section is revised to read:
Steel spiral rib storm sewer pipe shall be manufactured of metallic
coated (aluminized or galvanized) corrugated steel and inspected
in conformance wi.t:h Section 9-05.4. The size, coating, and metal
shall be as shown in the Plans or in the specifications.
The manufacturer of spiral rib storm sewer pipe shall furnish to
the Engineer a certificate of compliance stating that the materials
furnished comply in all respects with these specifications. The
Engineer may require additional information or tests to be
performed by the Contractor, at no expense to the State.
Unless otherwise specified, spiral rib storm sewer pipe shall be
furnished with pipe ends cut perpendicular to the longitudinal axis
of the pipe. Pipe ends shall be cut evenly. spiral rib pipe shall
be fabricated either by using a continuous helical lock seam with
a seam gasket or a continuous helical welded seam paralleling the
rib.
For spiral rib storm sewer pipe, helical ribs shall project
outwardly from the smooth pipe wall and shall be fabricated from
a single thickness of material. The ribs shall be essentially
rectangular and shall be 3/4 inch plus two times the wall thickness
(2t) plus or minus 1/8 inch (measured outside to outside) and a
minimum of 0.95 inch high (measured as the minimum vertical.
distance from the outside of pipe wall immediately adjacent to the
lockseam or stiffener to the top surface of rib). The maximum
spacing of the ribs shall be 11. 75 inches center to center
(measured normal to the direction of the ribs). The radius of bend
of the metal at the corners of the ribs shall be a minimum of 0.10
inch and a maximum of 0.17 inch. If the sheet between adjacent
ribs does not contain a lockseam, a stiffener shall be included
midway between ribs, having a nominal radius of 0.25 inch and a
minimum height of 0.20 inch toward the outside of the pipe. Pipe
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shall be fabricated with ends that can be effectively jointed with
coupling bands.
When required, spiral rib or narrow pitch spiral rib pipe shall be
bituminous treated or paved. The bituminous treatment for spiral
rib pipe shall conform to the requirements of Sections 9-05.4(3)
and 90-5.4(4).
For narrow pitch spiral rib sewer pipe. the helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be .375 inch
~ 1/8 inch wide (measured outside to outside) and a minimum of
.4375 inch high (measured as the minimum vertical distance from the
outside of pipe wall to top surface of the rib). The maximum
spacing of ribs shall be 4.80 inches center to center (measured
normal to the direction of the ribs). The radius of bend of the
metal at the corners of the ribs shall be 0.0625 inch with an
allowable tolerance of ~ 10 percent.
9-05.9(1) continuous Lock Seam Pipe
Pipes fabricated with continuous helical seam parallel to the rib
may be used for full circle pipe. The lock seam shall be formed
in the flat between ribs and shall conform to sections 7.5.1
through 7.5.3 of AASHTO M 36.
For narrow pitCh spiral rib storm sewer pipe, the lap width
specified in Section 7.5.1 shall be 1/4 inch.
For use in applications without bituminous treatment, the
continuous lockseam must be qualified by tests conducted by the
Headquarters Materials Laboratory.
9-05.9(1)A Basis for Acceptance
The basis for acceptance will be a qualification test, conducted
by the Headquarters Materials Laboratory, for each manufacturer of
helically corrugated, gasketed spiral rib, or narrow pitch spiral
rib lock seam steel pipe. only those specific pipe sizes and
gasket materials approved under the qualification test will be
accepted.
Continuous lock seam pipe shall be sampled and tested in accordance
with AASHTO T 249.
9-05.9(2) Continuous Welded Seam Pipe
Pipes fabricated with a continuous helical welded seam parallel to
the ribs may be used for full circle pipe. The welding process for
galvanized steel pipe shall be so controlled that the combined
width of the weld and adjacent spelter coating burned by the
welding does not exceed three times the thickness of the metal.
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If spel ter is burned outside these limits, the weld and burned
spelter shall be treated as required below. Testing for welded
seam quality control shall conform to AASHTO T 421. Welded pipe
fabricated from aluminized s't.eel pipe shall have the coating of the
welded area repaired by flame-sprayed metalizing inside and out
after welding.
Repair of Damaged Galvanizing: When the galvanized (zinc coated)
surface has been burned by gas or arc welding, all surfaces of the
welded connections shall be thoroughly cleaned by wire brushing and
all traces of the welding flux and loose or cracked galvanizing
removed, after which the areas shall be repaired by flame-spray
metalizing both inside and out.
9-05.9(3) Coupling Bands
Coupling bands shall be of the same material as the pipe. Coupling
bands and gaskets shall conform to section 9-05.10(1).
9-05.10 Steel Storm Sewer Pipe
This section is revised to read:
Steel storm sewer pipe shall conform to the requirements of section
9-05.4 for steel culvert pipe, except that protective coating shall
be Treatment 5, and be constructed of either helically corrugated
lock seam or helically corrugated continuous welded steel pipe.
When gasketed helically corrugated lock seam steel pipe is called
for, Treatment 5 is no.t required. Welded seam aluminum coated
(aluminized) steel pipe shall require metalized aluminum coating
inside and out following welding and shall not require Treatment
5.
27 9-05.10(1) Coupling Bands
28 This Section is revised to read:
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29
30
31
32
33
34
35
36
37
38
39
40
41
o
coupling bands for storm sewer pipe shall conform to the details
shown in the Standard Plan and to these Specifications:
Bands shall be made of the same base metal as the pipe and
may be two nominal thicknesses lighter than used for the pipe
but not thicker than 0.109 inch or lighter than 0.064 inch.
Corrugations on the bands shall be the same size and shape as
those on the pipe to be connected. Steel bolts and nuts shall
meet the requirements of ASTM A 307, and galvanized in
accordance with AASHTO M 232. Welds shall aevelop the full
strength of the parent metal.
Type F bands may be used as an alternate to all other types
shown for steel storm sewer pipe sizes 12 inches in diameter
to 84 inches in diameter inclusive, provided that two annular
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corrugations are formed on each pipe end to be joined. The
end corrugation shall be 2 inches by 1/2 inch and the inside
adjacent corrugation shall be 2-2/3 inches by 1/2 inch.
4
5
6
When annular corrugated bands are used to connect lock-seam
helically corrugated pipes, the seam shall be welded at the pipe
ends prior to recorrugating to prevent unraveling of the seam.
7
8
Coupling bands shall be made by the same manufacturer as the steel
storm sewer pipe selected for installation.
9
9-05.15(1) Manhole Ring and Cover
The first paragraph is revised to read:
castings for manhole rings and covers shall be gray iron castings
conforming to the requirements of AASHTO M 105, Class 30.
9-05.17 Aluminum Spiral Rib Storm Sewer Pipe
This section is revised to read:
Aluminum spiral rib storm sewer pipe shall be manufactured of
corrugated aluminum and inspected in conformance with Section
9-05.5. The size, coating, and metal shall be as shown in the
Plans or in the Specifications.
The manufacturer of spiral rib storm sewer pipe shall furnish to
the Engineer a certificate of compliance stating that the materials
furnished comply in all respects with these Specifications. The
Engineer may require additional information or tests to be
performed by the contractor, at no expense to the State.
Unless otherwise specified, spiral rib storm sewer pipe shall be
furnished with pipe ends cut perpendicular to the longitudinal axis
of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall
be fabricated by using a continuous helical lock seam with a seam
gasket.
For spiral rib storm sewer pipe, helical ribs shall project
outwardly from the smooth pipe wall and shall be fabricated from
a single thickness of material. The ribs shall be 3/4 inch wide
by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to
center. pipe shall be fabricated with ends that can be effectively
jointed with coupling bands.
For narrow pitch spiral rib storm sewer pipe, helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be 0.375 inch
:!: 1/8 inch wide (measured outside to outside) and a minimum of
0.4375 inch high (measured as the minimum vertical distance from
the outside of pipe wall to top surface of the rib). The maximum
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spacing of ribs shall be 4.80 inches center to center (measured
normal to the direction of the ribs). The radius of bend of the
metal at the corners of the ribs shall be 0.0625 inch with an
allowable tolerance of ~10 percent.
For wide pitch spiral rib storm sewer pipe, helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be 3/4 inch
~1/8 inch wide (measured outside to outside) and a minimum of 0.95
inch high (measured as the minimum vertical distance from the
outside of pipe wall to top surface of the rib). The maximum
spacing of ribs shall be 11.75 inches center to center (measured
normal to the direction of the ribs). The radius of bend of the
metal at the corners of the ribs shall be 0.0625 inch with an
allowable tolerance of ~10 percent.
9-05.17(1) continuous Lock Seam pipe
pipes fabricated with continuous helical seam parallel to the rib
may be used for full circle pipe. The lock seam shall be formed
in the flat between ribs and shall conform to Section 13.2.1
through 13.2.5 of AASHTO M 196.
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23
For narrow pitch spiral rib storm sewer pipe, the seam lap width
specified in section 13.2.1 shall be 1/4 inch. The continuous lock
seam must be qualified by tests conducted by the Headquarters
Materials Laboratory.
9-05.17(1)A Basis for Acceptance
The basis for acceptance will be a qualification test, conducted
by the Headquarters Materials Laboratory, for each manufacturer of
helically corrugated, spiral rib, narrow pitch spiral rib, or wide
pitch spiral rib lock seam pipe. Only those specific pipe sizes
and gasket materials, if any approved under the qualification test,
will be accepted.
Continuous lock seam pipe shall be sampled and tested in accordance
with AASHTO T 249.
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9-05.17(2) Coupling Bands
coupling bands shall be of the same material as the pipe. Coupling
bands and gaskets shall conform to section 9'.05.10 (1) .
34
35
36 SECTION 9-09, TIMBER AND LUMBER
37 September 12, 1988
38
9-09.2
Grade Requirements
39
This subsection is revised to read:
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Unless otherwise noted in the Plans or in the special provisions,
all timber and lumber shall be graded as shown in the Tabulated
Working Stress Chart except as follows:
The grade requirements for Sign Posts, Mile Posts, Sawed Fence
Posts, and Mailbox Posts are supplemented with the following:
For single post applications, the grade for Western Cedar
4" x 4" is expanded to allow No. 2 or better 11 124c
WCLIB, 11 42.12 WWPA.
For single post applications, the grade for Western Cedar
4" x 6" is expanded to allow No. 2 or better 11 123c
WCLIB, 11 62.12 WWPA.
9-09.3(2)C
Penetration and Retention
The table in the second paragraph is revised as follows:
Under Material the reference to "Struct. Timber in Salt or Fresh
Water, More than 6 inches in Thickness" is revised to read "Struct.
Timber in Salt or Fresh Water, More than 5 inches in Thickness",
SECTION 9-28, SIGNING MATERIALS AND FABRICATION
February 8, 1988
9-28.15(3)
Aluminum Structures
The first paragraph is revised to read:
Welding of aluminum shall be made in accordance with Section 1.5
of the "Standard Specifications for structural supports for Highway
Signs, Luminaires and Traffic signals", AASHTO 1985.
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1 SPECIAL PROVISIONS
2
3
4
5
The following Special provisions supersede any conflicting provisions
of the 1988 Standard Specifications for Road, Bridge, and Municipal
construction adopted in January, 1988, and the foregoing amendments to
the Standard specifications and are made a part of this contract.
6
7
8
9
10
11
It shall be understood that all references to state officers in the
above mentioned standards shall mean the corresponding county offices
for the purposes of this contract. For example, all references to
Highway Commission shall mean the Board of county Commissioners, and
all references to the Director of Highways shall mean the County
Engineer.
12
13
14
15
16
17
The term "Engineer" as used in these specifications or in the standard
specifications, whenever they apply, refers to the County Engineer,
County of Jefferson, who is in charge of this work or in his absence,
the County Engineer'S representative. The Engineer may be contacted at
the Courthouse, P.O. Box 1220, 1820 Jefferson Street, Port Townsend, WA,
98368, Telephone Number (206) 385-9160.
18
19
PREQUALIFICATION OF BIDDERS
October 22, 1984
20
Section 1-02.1 is deleted for this project.
21
DATE OF OPENING BIDS
22
23
Sealed bids will be received at the following location before the
specified time:
Jefferson county Commissioners Office, 1820 Jefferson Street,
P.O. Box 1220, Courthouse, Port Townsend, WA 98368.
The bid opening date for this project shall be Monday, May 22, 1989.
The bids will be publicly opened and read after the time specified in
the Call For Bids on this date.
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25
26
27
28
29
30
DESCRIPTION OF WORK
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35
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38
This contract provides for the improvement of 0.83 miles of Point
Whitney Road, county Road No. 275908, M.P. 0.00 to M.P. 0.83, and 0.18
miles of Bee Mill Road, County Road No. 273408, M.P. 1.45 to M.P.' 1.63,
C.R.D. 528, in Jefferson county, by grading, draining, surfacing,
removing and installing cuI vert pipes, removing and installing beam
guard rail, fencing, guide posts, permanent signing, and other work, all
in accordance with the attached Plans, these Special provisions, and the
standard Specifications.
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1 FUNDS
2
3
Washington State Rural Arterial Program (RAP) and Jefferson County Road'
Funds are involved in this project.
4
5
AMERICAN-MADE MATERIAL
April 16, 1984
The provisions of Section 1-06.5 shall apply in all respects except for
the bid items permanently incorporated into the project comprised of or
containing steel construction material.
For this project, the steel construction material that is permanently
incorporated into the project and contained in these items shall consist
of American-made material only. American-made material is defined as
material having all manUfacturing processes occur in the United States.
The Contractor may utilize minor amounts of foreign steel in this
project provided the cost of the foreign material used does not exceed
one-tenth of one percent of the total contract cost or $2500.00,
whichever is greater. A certification of Materials origin on the form
provided by the Engineer will be required attesting to compliance with
this provision prior to incorporating any materials into the project.
6
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10
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20
OTHER CONTRACTS OR OTHER WORK
November 2, 1981
Referring to the second paragraph of Section 1-05.14, it. is anticipated
that the following work adjacent to or within the limits of this project
will be performed by others during the life of this project:
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25
1.
Installation relocation, or removal of existing facilities by
the following utility companies:
Mason county P.U.D.
united Telephone
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30
PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL
RESOURCES
June 11, 1984
In addition to the requirements of Section 1-07.1, the Contractor shall
comply with the following environmental provisions which are made a part
of the contract documents. A copy of the environmental provisions is
available to the Contractor at the Project Engineer'S office.
If the Contractor's operations involve work outside the areas covered
by the following environmental provisions he shall advise the Engineer
and request a list of any additional environmental provisions covering
22
31
32
33
34
35
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1 the area involved. A copy of any additional environmental provisions
2 is also available to the Contractor at the Project Engineer's office.
3 Regulation 1 Olympic Air Pollution Control Authority
4 STATE SALES TAX
5 November 2, 1981
6
7
8
The work on this contract isa to be performed upon lands whose ownership
obligates the Contractor to pay State sales tax. The provisions of
section 1-07.2(1) apply.
9
10
LOAD LIMITS
November 2, 1981
11
12
13
14
15
Except for the load limit restrictions specified in section 1-07.7, the
Contractor may operate vehicles which exceed the legal gross weight
limi tations without special permits or payment of additional fees
provided such vehicles are employed in the construction and within the
limits of this project.
Subparagraph 1 of the second paragraph of section 1-07.7 is deleted.
16
17
18
WAGE RATE FORMS
November 2, 1987
section 1-07.9 is revised by replacing the subsection titled Reauired
Documents with the following:
Before payment is made by the Local Agency of any sums due under
this contract, the Local Agency must receive from the Contractor
and each subcontractor a copy of "Statement of Intent to Pay
Prevailing wages" (Form L & I Number F700-029-000) approved by the
washington State Department of Labor and Industries.
upon completion of this contract, the Local Agency must receive
from the Contractor and each subcontractor a copy of '!;o.ffidavit of
Wages Paid" (Form L & I Number F700-007-000) approved by the State
Department of Labor and Industries. In addition, the Local ;o.gency
must receive from the Contractor a copy of j'Request For Release"
(Form L & I Number F263-083-000) approved by the State Department
of Labor and Industri.es. These affidavits will be required before
any funds retained, according to the provisions of RCW 60.28.010,
are released to the Contractor. Forms may be obtained from the
Department of Labor and Industries. A fee of $12.50 per each
"Statement of Intent to Pay Prevailing wages" and "Affidavit of
Wages Paid" is required to accompany each form submitted to the
Department of Labor and Industries. The Contractor is responsible
for payment of these fees and shall make all applications directly
to the Department of Labor and Industries. These fees shall be
incidental to all the bid items of this contract.
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1 If using the occupation code for wage affidavits and payrolls, and
2 if the project involves more than one jurisdictional area, the
3 Contractor shall reference the area just after the occupation code
4 number. For example: 10-0010 YaK.E.
5 SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION
6 March 24, 1986
7
General Application
Discrimination in all phases of employment is prohibited by
Title VII of the civil Rights Act of 1964, Presidential
Executive Order 11246, as amended by Executive Order 11375,
and the Washington State Law Against Discrimination, Chapter
49.60 RCW, among other laws and regulations. These special
requirements establish minimum requirements for affirmative
action and are intended to define and implement the basic
non-discrimination provisions of these specifications.
section 3 is equally acceptable to the Washington State
Department of Transportation (WSDOT) as a method of complying
with affirmative action requirements. Alternate affirmative
action programs will not be responsive to these
specifications. Failure to comply with these requirements
may constitute grounds for application of contract sanction
remedies as set forth in section 5, herein.
L
8
9
10
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20
2J.
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For the purpose of this contract, the following definitions,
as established by the Washington state Human Rights
Commission, shall apply:
a. Minority: Blacks, Asians, Hispanics, and Native
American/American Indian or Alaskan Native.
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29
30
31
32
b.
Asians: A person with origins in any of the original
peoples of the Far East, Southeast Asia, the Indian
Subcontinent, or the Pacific Islands. This area
includes, for example, China, Japan, Korea, the
Philippine Republic, and Samoa.
Black: A person with origins in any of the Black racial
groups of Africa who is also not of Hispanic origin.
Hispanic: A person of Mexican, Puerto Rican, Cuban,
South American or other spanish culture or origin,
regardless of race.
Native American/American Indian or Alaskan Native: A
person with origins in any of the original peoples of
North America and who maintains cultural identification
through tribal affiliation or community recognition.
24
33
34
c.
35
36
37
d.
38
39
40
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e.
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2.
Contractors' Agreements
During the performance of this contract, the Contractor agrees
as follows:
a. The Contractor will not discriminate against any employee
or applicant for employment because of race, creed,
color, national origin, sex, age, marital status, or the
presence of any physical, sensory or mental handicap, nor
shall the Contractor commit any of the other unfair
practices defined in RCW 49.60, the washington state Law
Against Discrimination.
b. The Contractor will, in all solicitations or
advertisements for employees placed by or on behalf of
the Contractor, state that all qualified applicants will
be considered for employment, without regard to race,
creed, color, national origin, sex, age, marital status,
or the presence of any physical, sensory, or mental
disability.
c. The Contractor will send to each labor union, employment
agency, or representative of workers with which the
Contractor has a collective bargaining agreement or other
contract or understanding, a notice advising the labor
union, employment agency, or worker's representative of
the Contractor's commitments under this contract and RCW
49.60, the Washington state Law Against Discrimination.
d. The Contractor will permit access to its books, records
and accounts, and to its premises by the Washington state
Department of Transportation for the purpose of
investigation to ascertain compliance wi th these
specifications.
e.
The Contractor will include the provisions of clauses
(a) through (d) above in every subcontract or purchase
order, so that such provisions will be binding upon each
subcontractor or vendor.
3.
Goals Compliance
a.
require his/her
the provisions of
goal, minority and
the project in
the county where
Transportation's
Contractor agrees, and will
subcontractors to agree, subject to
section 3b, to maintain, as a minimum
female employee representation on
accordance with goals established for
the Washington State Department of
project is located.
25
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5
The goals and timetables for minority and female
participation, expressed in percentage terms for the
Contractor's aggregate workforce in each construction
craft and in each trade on all construction work in the
covered area, are as follows:
6
Women - Statewide
7
Timetable
Until further notice
Goal
8
6.9%
9
10
Minorities - bv Standard MetroDolitan statistical
Area (SMSA)
11
12
13
14
15
16
17
18
Spokane, WA:
SMSA Counties:
Spokane, WA 2.8%
WA Spokane
Non-SMSA Counties: 3.0%
WA Adams; WA Asotin; WA columbia; WA
Ferry; WA Garfield; WA Lincoln; WA
Pend Oreille; WA Stevens; WA Whitman
19
20
21
22
23
24
Richland, WA:
SMSA Counties:
Richland Kennewick, WA
WA Benton, WA Franklin
Non-SMSA Counties:
WA Walla Walla
5.4%
3.6%
25
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29
30
31
Yakima, WA:
SMSA Counties:
Yakima, ~~A
WA Yakima
Non-SMSA Counties:
WA Chelan, WA Douglas,
Kittitas; WA Okanogan
Seattle, WA:
SMSA Counties:
Seattle Everett, WA 7.2%
WA King; WA Snohomish
Tacoma, WA 6.2%
WA Pierce
Non-SMSA Counties: 6.1%
WA Clallam; WA Grays Harbor, WA
Island, WA Jefferson; WA Kitsap, WA
Lewis; WA Mason, WA pacific; WA San
Juan, WA Skagit, WA Thurston, WA
Whatcom
9.7%
7.2%
WA Grant, WA
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42
43
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2
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4
5
6
7
8 b.
9
10
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13
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2J.
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27
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30
31.
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41.
42
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47
Portland, OR:
SMSA counties:
Portland, OR-WA 4.5%
WA Clark
Non-SMSA counties: ~.8%
WA cowlitz: WA Klickitat: WA
skamania: WA Wahkiakum
If the Contractor or subcontractor (s ) has been
unsuccessful in complying with Subsection 3. a, he/she
shall broaden recruitment, training, and job referral
opportunities for minorities by undertaking each of the
following:
(1.) Notifying state and community organizations of
opportunities for employment, and shall retain
evidence of any notification and responses
thereto. Advertising in newspapers,
newsletters, and other publications which have
a high minority readership.
(2) Maintaining a file in which is recorded the
name and address of each minority worker
referred to the Contractor, and specifically
what action was taken with respect to each such
referred worker. If such worker was not sent
to the union hiring hall for referral or if
such worker was not employed by the contractor,
the contractor's file shall document this and
the reasons therefor.
(3) Notifying the Washington state Department of
Transportation and the Washington state Human
Rights commission whenever the union with which
the Contractor has a collective bargaining
agreement has not referred to the Contractor
a minority worker sent by the Contractor, or
the Contractor has other information that the
union referral process has impeded him in his
efforts to effect minority workforce
utilization. The Contractor shall show what
relief he/she has sought under such collective
bargaining agreement on appropriate Federal and
state agencies. Appropriate steps can include
but are not limited to: (a) arbitration, or
(b) administrative relief.
(4) Participation in and use of Washington state
Department of Transportation and washington
state Human Rights Commission approved
program(s) in the area designed to train
craftworkers for the construction trades.
27
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(5) using apprentices or other appropriate entry
classifications up to limits allowed or
required by the applicable collective
bargaining agreements to meet the criteria of
section 3.a, above.
6
4.
Monthly Reports
Each Contractor and subcontractor shall report each month the
total employment and minority employment by craft
(electricians, carpenters, etc.) and by category
(journeylevel, apprentices, trainee, etc.) for his/her
workforce on this project utilizing the Department of Labor
form CC-257, Monthly Utilization Report.
The Contractor and subcontractor(s) shall use the total
employees and work hours on the project for reporting
purposes, and shall furnish such other information as may be
required on the forms.
copies of the reports shall be forwarded monthly to the
Washington state Department of Transportation, project Office
responsible for the project under construction.
Sanctions
7
8
9
10
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5.
21
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24
Failure of the Contractor to comply with the requirements set
forth in these "special Requirements for Affirmative Action"
may result in the application of one, or all, of the following
sanctions:
a.
Progress payment requests will not be honored until
steps, agreed upon by the Washington state
Department of Transportation and Contractor, have
been taken.
25
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34
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36
b.
The contract may be cancelled or terminated.
The contract may be suspended, in whole or in part,
until such time as the Contractor is determined to
be in compliance by the Owner or the Owner's
designated compliance agent.
c.
d.
The Contractor
further State
projects.
may be declared ineligible for
funded contracts for construction
37
38
ARCHAEOLOGICAL AND HISTORICAL OBJECTS
April 12, 1982
28
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1 It is national and state policy to preserve, for public use, historical
2 and prehistorical objects such as ruins, sites, buildings, artifacts,
3 fossils, or other objects of antiquity that may have significance from
4 a historical or scientific standpoint.
5 Archaeological or historical objects, which may be encountered by the
6 Contractor, shall not be further disturbed. The Contractor shall
7 immediately notify the Engineer of any such finds.
8
9
10
11
12
1.3
14
The Engineer, through Headquarters Construction, will contact the
archaeologist who will determine if the material is to be salvaged.
The Contractor may be required to stop work in the vicinity of the
discovery until such determination is made. If the archaeologist
determines that the material is to be salvaged, the Engineer may require
the Contractor to stop work in the vicinity of the discovery until the
salvage is accomplished.
15
16
Any loss of time suffered by the Contractor due to resulting delays will
be adjusted in accordance with section 1-08.8.
17
18
UTILITIES
November 26, 1984
19
Section 1-07.1.7 is supplemented by the following:
Locations and dimensions shown in the Plans for existing facilities
are in accordance with available information obtained without
uncovering, measuring, or other verification.
20
21
22
23
24
25
26
Public and private utilities, or their contractors, will furnish
all work necessary to adjust, relocate, replace, or construct their
facili ties unless otherwise provided for in the Plans or these
special Provisions.
27
28
29
30
31
32
33
34
35
36
37
The Contractor shall call the Utility Location Request Center (One
Call Center), for field location, not less than two nor more than
ten business days before the scheduled date for commencement of
excavation which may affect underground utility facilities, unless
otherwise agreed upon by the parties involved. A business day is
defined as any day other than Saturday, Sunday, or a legal local,
state, or Federal holiday. The telephone number for the One Call
Center for this project may be obtained from the Engineer. If no
one-number locator service is available, notice shall be provided
individually to those owners known to or suspected of having
underground facilities within the area of proposed excavation.
The Contractor is alerted to the existence of Chapter 1.9.122 RCW,
a law relating to underground utili ties. Any cost to the
Contractor incurred as a resul t of this law shall be at the
Contractor's expense.
38
39
40
41
29
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1 No excavation shall begin until all known facilities, in the
2 vicinity of the excavation area, have been loca~ed and marked.
3 The following addresses and telephone numbers of utility companies known
4 or suspected of having underground facilities wi thin the area of
5 proposed excavation are supplied for the Contractor's convenience:
6
7
8
9
10
11
Mason county P.U.D.
North 21971
HWy 101
Shelton Wa. 98584
Attention: Duane Nault
Telephone: (206)-877-5249
12
13
14
15
16
United Telephone
902 Wasco
Hood River, Ore. 97031
Attention: Carrie Nelson Schull
Telephone: (503)-387-6111
17
TRAFFIC CONTROL
18
section 1-07.23 is supplemented by the following:
No detour has been provided for construction of this project.
Delays to traffic shall be held to a minimum. There shall be no
restrictions or interruptions to traffic on Saturdays or Sundays.
In addition, there shall be no restrictions or interruptions to
traffic from 12:00 noon on the day prior to a holiday or holiday
weekend thru 8:00 a.m. the day fOllowing the holiday or holiday
weekend.
19
20
21
22
23
24
25
26
27
28
There shall be no delay to medical, fire, or other emergency
vehicles with flashing lights or sirens. The Contractor shall
alert all flaggers and personnel of this requirement.
When the Contractor's construction operations 'are actually in
progress, traffic may be restricted to one lane, subject to the
above specifications.
The lane restrictions shall be held to a minimum time and length
needed for each operation. If the Engineer determines that the
lane restrictions are causing congestion, the Contractor will be
required to open all lanes to traffic until the congestion is
eliminated.
Roadway excavation and reconstruction activities shall be limited
to one side of the roadway at a time. The contr.actor shall conduct
excavation operations in such a manner that dropoffs adjacent to
the traveled roadway are minimized by the diligent pursuance of
surfacing and operations immediately following excavation.
29
30
31
32
33
34
35
36
37
38
39
40
41
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4
5
6
Dropoffs adjacent to the traveled roadway will not be allowed to
remain overnight. If the Contractor cannot reconstruct the
excavated areas, as shown in the in the roadway section of the
Plans, prior to the end of the days operation,' backfill shall be
placed along the remaining portion on a 1 1/2:1 slope from the edge
of the roadway with the surfacing material last placed that day.
7
8
9
Traffic cones used for traffic control on this project shall be a
minimum of 28 inches in height, unless otherwise shown in the
Plans.
10
11
12
13
14
15
During non-working hours, Saturdays, Sundays, and holidays, the
Contractor shall keep all lanes open to traffic throughout the
limits of the project with the lane and shoulder areas completely
clear of all materials, tools, personnel, and equipment, except
where protected by temporary concrete barrier as specified
elsewhere in these provisions.
16
17
Interference or delay to the Contractor's operations resulting from
safeguarding traffic will not be a basis for extra compensation.
18
19
20
No payment other than that provided by Section 1-07.23(5) will be
made. All other costs incurred by the Contractor in maintaining
traffic control shall be included in the other items of work.
21
22
EMERGENCY TRAFFIC CONTROL
January 9, 1984
In addition to the requirements of section 1-07.23, the following
provisions shall apply:
When required by the Engineer or before beginning work on the
project, the Contractor shall designate a supervisory employee to
be in continuous responsible charge of traffic control, and shall
provide the engineer with a list of not more than six supervisory
employees that may be called for emergency traffic control as
needed during nonworking hours. The list shall include the
employees' telephone numbers and the Contractor shall have at least
one of these employees available at any time. The State will
furnish the Contractor with a similar list of the Engineer'S
employees.
When the Contractor's employees are called out to provide emergency
traff ic protection during nonworking hours, payment for labor,
equipment, and materials deemed necessary by the Engineer will be
made in accordance with section 1-09.6.
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
No payment, other than provided for by Section 1-07.23, will be
made for traffic control during the Contractor's normal working
hours or such hours as actually worked.
31
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1 PUBLIC CONVENIENCE AND SAFETY
2 September 13, 1982
3 The construction safety zone for this project is 10 feet from the
4 outside edge of the traveled way.
5
6
7
8
During nonworking hours equipment or materials shall not be within the
safety zone unless it is protected by permanent guard rail or temporary
concrete barrier. The installation and location of temporary concrete
barrier, if used, shall have the approval of the Engineer.
During the actual hours of work, unless protected as described above,
only materials absolutely necessary to construction shall be within the
safety zone and only construction vehicles absolutely necessary to
construction shall be allowed within the safety zone or allowed to stop
or park on the shoulder of the roadway.
Parking of employee vehicles shall not be within the safety zone at any
time unless protected as described above. All deviations from the above
requirements shall have the written approval of the Engineer.'
9
10
1 L
12
13
14
15
16
17
18
CONSTRUCTION SIGNING
December 12, 1988
19
20
In addition to the requirements of Section 1-07.23(3), the following
provisions shall apply:
The required signs will be available at the Hadlock county Shop,
371 Chimacum Road, Chimacum, washington, 98339, on normal work
days. The Contractor shall make arrangements with the Engineer
prior to picking up the signs. The Contractor shall sign an
itemized receipt at the time of acquisition.
Signs shall be returned to the Hadlock county Shop, 371 Chima cum
Road, chimacum, Washington, 98339 when their need has ceased, as
determined by the Engineer. The value of signs furnished by the
State to the Contractor is fixed at $8.00 per square foot. The
value of such signs which are damaged or not returned as provided
in section 1-07.23 (3) will be deducted from payment due or to
become due the Contractor.
21
22
23
24
25
26
27
28
29
30
31
32
33 SPECIALTY ITEMS
34 November 2, 19B1
35
36
37
For the purpose of determining the percentage of work that may be
subcontracted as specified in Section 1-0B.l, the following items on
this contract are designated as Specialty Items:
"Permanent Signing"
3B
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1 "Install, Beam Guard Rail ('l'Ype I)"
2 "Install, Beam Guard Rail Anchor (Type 1 Alt.)"
3 PROGRESS OF WORK
4 November 2, 1981
5
6
7
8
9
10
11
In accordance ltli th section 1-08.3, the Contractor shall prepare and
submit the progress schedule in the form of bar graphs developed under
the critical path method, P.E.R.T., or other similar methods. The bar
graph shall be supplemented by the arrow diagram and activity listing
used in its preparation. , The progress schedule shall be in sufficient
detail that progress of the work can be evaluated accurately at any time
during the performance of the contract.
12
13
TIME FOR COMPLETION
November 2, 1981
14
15
This project shall be completed in accordance with the provisions of
section 1-08 within 60 working days.
16
17
ROADSIDE CLEANUP
November 2, 1981
construction Requirements
In addition to the requirements of Section 2-01.3(4) the following work
shall also be included in this item:
18
19
20
21
22
23
24
25
Contouring of the existing Point Whitney Road outside of the limits
of the side slopes required for construction and after the asphalt
concrete pavement is removed and prior to the roadside seeding.
All work shall be as designated by the Engineer. Approximate
limits of the roadside cleanup are,
26
27
28
29
30
Sta. 78+30, 1.9' Lt. to Sta. Bl+00, 27' Lt.
sta. Bl+10, 15' Rt. to sta. 82+40, 30' Lt.
sta. 83+20, 27' Rt. to sta. 85+80, 25' Rt.
sta. 86+80, 1.9' Lt. to Sta. 88+90, 27' Lt.
Sta. 97+70, 29' Rt. to Sta. 99+20, 20' Rt.
SCARIFICATION OF EXISTING PAVEMENT
Description
31
32
33
34
35
Where shown in the Plans or where designated by the Engineer, the
Contractor shall scarify the existing pavement within the limits of the
side slopes necessary for the construction of Point Whitney Road.
33
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1 construction Requirements
2 Prior to removal, the Contractor shall use a vertical cut to delineate
3 the area of pavement removal from the pavement to remain at the South
4 end of the project.
5 Damage caused to the areas of pavement to remain, due to the
6 Contractor's operation, shall be repaired by the Contractor at the
7 Contractor's expense and to the satisfaction of the Engineer.
8
9
10
11
12
The scarified pavement material within the limits of the cut and fill
areas required for the construction of this project shall be utilized
in embankment construction. The scarified pavement material utilized
in the embankment shall not exceed six inches in the greatest dimension
and shall not be placed within two feet of finished grade.
13
14
All scarified areas shall be compacted in accordance with specifications
for embankment compaction.
15
Payment
All cost involved for scarification of the existing pavement, including
haul and compaction thereof, shall be considered incidental to and
included in the unit contract price per cubic yard for "Embankment
Compaction."
16
17
18
19
20
REMOVING ASPHALT CONCRETE PAVEMENT
21
Description
Where shown in the Plans or where designated by the Engineer, the
Contractor shall remove the existing asphalt concrete pavement outside
the limits of the side slopes necessary for the construction of Point
Whitney Road.
22
23
24
25
26 construction Requirements
27
28
Prior to removal, the Contractor shall use a vertical cut to delineate
the areas of pavement removal from those areas of pavement to remain.
29
30
The removed pavement shall become the property of the Contractor and
shall be removed from the project.
31 Damage caused to portions of the pavement to remain, due to the
32 Contractor's operation, shall be repaired by the Contractor at the
33 Contractor's expense and to the satisfaction of the Engineer.
34
Measurement
35
Pavement removal will be measured by the square yard prior to removal. .
34
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1 Payment
2 Payment will be made for approximately 2,086 S.Y. of asphalt concrete
3 pavement removal lying outside the limits of the side slopes necessary
4 for the construction of Point whitney Road.
5
6
7
8
The unit contract price per square yard for "Removing Asphalt Concrete
Pavement" shall be full pay for furnishing all labor, tools, and
equipment necessary to perform the work as specified including disposing
of the removed pavement.
9
10
DISPOSAL OF SURPLUS MATERIAL
November 2, 1981
11
Construction Requirements
12
13
A waste site has not been provided by the State for the disposal of
excess materials and debris.
14
15
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
April 14, 1986
16
Measurement
17
18
19
20
21
22
23
24
Only one determination of the original ground elevation will be made on
this project. Measurement for roadway excavation and embankment will
be based on the original ground elevations recorded previous to the
award of this contract and, the alignment, profile grade, and roadway
section as shown in the Plans or as staked by the Engineer. Control
stakes will be set during construction to provide the Contractor with
all essential information for the construction of excavation and
embankments.
25 If discrepancies are discovered in the ground elevations which will
26 materially affect the quantities of earthwork, the original computations
27 of earthwork quantities will be adjusted accordingly.
28
29
30
Earthwork quantities will be computed, either manually or by means of
electronic data processing equipment, by use of the average end area
method.
31 Copies of the ground cross-section notes will be available for the
32 bidder's inspection, before the opening of bids, at the office of the
33 project Engineer and at the District office.
34
35
36
upon award of the contract, copies of the original ground cross-sections
will be furnished the successful bidder on request to the Project
Engineer.
35
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1 SOURCE OF MATERIALS
2 June 14, 1982
3 Materials
4 No source has been provided for any materials necessary for the
5 construction of this improvement.
6
7
8
9
The Contractor shall make arrangements to obtain the necessary materials
at no expense to the State, and all costs of acquiring, producing, and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
10
11
HAULING ON OTHER THAN STATE HIGHWAYS
June 14, 1982
If the sources of materials provided by the Contractor necessitates
hauling over roads other than State Highways, the Contractor shall, at
the Contractor's expense, make all arrangements for the use of the haul
routes.
12
13
14
15
16
17
SITE RECLAMATION
November 2, 1981
Materials
18
19
20
21
The provisions of section 3-03 will not apply to this contract. site
reclamation shall be performed by the contracting agency on all sites
furnished by it.
On sites provided by the contractor, and where required by law, the
Contractor shall obtain a surface mining operating permit from the
Department of Natural Resources. Prior to commencing operations at the
site, the Contractor shall furnish evidence to the Engineer that this
requirement has been met.
22
23
24
25
26
27
payment
All costs involved in complying with the requirements of an operating
permit acquired from the Department of Natural Resources for
Contractor-provided sites shall be incidental to the materials to be
produced from said site(s).
28
29
30
31
32
33
EROSION CONTROL
september 12, 1988
Description
34
36
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1 Where shown in the Plans or where designated by the Engineer, the
2 Contractor shall perform roadside seeding operations.
3 construction Requirements
4 section 8-01.3(4)A is supplemented by the following:
5 Seed
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Grass seed, of the following composition, proportion, and quality
shall be applied at the rate of 80 pounds per acre on all areas
requiring roadside seeding within the project:
Kind and variety of % By Minimum % Minimum %
Seed in Mixture ~ Pure Seed Germination
Colonial Bentgrass 10% 9.80% (min) 85%
Red Fescue 40% 39.20% (min) 90%
Perennial Rye 40% 39.20% (min) 90%
White Dutch Clover 10% 9.80% 90%
(pre-inoculation)
Weed Seed .50% (max)
Inert and other crop 1. 50% (max)
TOTAL 100.00%
20 Section 8-01.3(4)B is supplemented by the following:
21 Fertilizer
22
23
24
25
26
27
28
29
30
31
The Contractor shall apply sufficient quantities of fertilizer to
supply the following amounts of nutrients:
Total Nitrogen as N - 135 pounds per acre.
Available Phosphoric Acid as P205 - 60 pounds per acre.
Soluble Potash as K20 - 60 pounds per acre.
95 pounds of nitrogen applied per acre shall be derived from
ureaform or ureaformaldehyde. The remainder may be derived from
any source.
The fertilizer formulation and application rate shall be approved
by the Engineer before use.
37
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1 INSTALLING FLEXIBLE GUIDE POST
2 Description
3 This work shall consist of furnishing, installing flexible guide post
4 in accordance with section 8-10 and this provision and in reasonably
5 close conformity with the dimensions and lines established by the
6 Engineer.
7
Construction Requirements
8
9
10
11
12
Guide posts shall be installed as directed by the Engineer. Flexible
guide posts shall be selected from the approved materials list specified
elsewhere in these Special provisions and installed according to the
manufacture's recommendations. The Contractor shall install throughout
the project approximately:
13
14
~
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Color
WHITE
15
Measurement
16
17
Flexible guide posts will be measured by the unit for each post
furnished and installed.
18
payment
The unit contract price per each for "Flexible Guide Post" shall be full
pay for all materials, labor, tools, and equipment necessary for
furnishing and placing the guide posts of the type as outlined herein,
including reflectorizing, fastening, and any excavation and backfilling
that may be required.
19
20
21
22
23
24 FLEXIBLE GUIDE POSTS
25 April 25, 1988
26 Description
27
28
29
30
31
32
Where shown in the Plans or where designated by the Engineer, the
Contractor shall install guide posts in accordance with the contract
documents. In addition to these requirements, all posts must be
installed according to the manufacturer's recommended method of
installation to the manufacturer's recommended burial depth but not less
than 18 inches.
33
Materials
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1 All guide posts shall be a minimum of 72 inches in length. However,
2 the final lengths shall be determined or verified by the Engineer at
3 the request of the Contractor.
4 The color of the post shall be white. Reflective sheeting shall be one
5 of the following pre-approved products:
6
7
8
1-
2.
3.
3M 3810 Flexible High Intensity
Reflexite PC 1000
Dura-Brite
9
10
All flexible guide posts used on this project shall be one of the
following:
11
12
13
1. Carsoni te - Manufactured by Carsoni te Intl., Carson City,
Nevada, CRM-375 Carsonite Roadmarker with fiberglass barb
anchor.
14
15
2. Carson - Manufactured by Carson Manufacturing Co., Sausalito,
California, Flextron I Beam with fiberglass barb anchor.
3. Safe-Hi t - Manufactured by Safe-Hit Corporation, Hayward,
California, SH2**GPR Flattened Guide Post with self-locking
clip, or SH2**GP3 Flattened Guide Post with 18 inch reusable
anchor.
16
17
18
19
20
21
** A tWO-digit number, which is the length above the anchor
in inches required to meet the field conditions.
All flexible guide posts shall have a permanent mark identifying the
manufacturer's recommended burial depth.
Flexible guide posts, other than those listed above, will not be
accepted for use on this project.
22
23
24
25
26 Measurement and Payment
27
28
Mp-asurement and payment for furnishing and installing the guide posts,
as specified, shall be in accordance with Sections 8-10.4 and 8-10.5.
29
HAND PLACED RUBBLE ENERGY DISSIPATOR
30 Description
31
32
33
34
This work shall consist of hand placing rubble energy dissipators
(quarry spalls) at the locations and in conformity with the lines and
dimensions shown in the Plans or established by the Engineer and in
accordance to Section 8-15.
Materials
35
39
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All guide posts shall be a minimum of 72 inches in length. However,
the final lengths shall be determined or verified by the Engineer at
the request of the Contractor.
4
5
The color of the post shall be white. Reflective sheeting shall be one
of ,the following pre-approved products:
1. 3M 3810 Flexible High Intensity
2. Reflexite PC 1000
3. Dura-Bri te
6
7
8
9
10
All flexible guide posts used on this project shall be one of the
following:
11
12
13
1. Carsoni te - Manufactured by Carsoni te IntI., Carson city,
Nevada, CRM-375 Carsonite Roadmarker with fiberglass barb
anchor.
14
15
2. Carson - Manufactured by Carson Manufacturing Co., sausalito,
California, Flextron I Beam with fiberglass barb anchor.
3. Safe-Hit - Manufactured by Safe-Hit corporation, Hayward,
California, SH2**GPR Flattened Guide Post with self-locking
clip, or SH2**GP3 Flattened Guide Post with 18 inch reusable
anchor.
16
17
18
19
20
21
** A two-digit number, which is the length above the anchor
in inches required to meet the field conditions.
All flexible guide posts shall have a permanent mark identifying the
manufacturer's recommended burial depth.
Flexible guide posts, other than those listed above, will not be
accepted for use on this project.
22
23
24
25
26 Measurement and payment
27
28
Measurement and payment for furnishing and installing the guide posts,
as specified, shall be in accordance with Sections 8-10.4 and 8-10.5.
29
HAND PLACED RUBBLE ENERGY DISSIPATOR
30 Description
31
32
33
34
This work shall consist of hand placing rubble energy dissipators
(quarry spalls) at the locations and in conformity with the lines and
dimensions shown in the Plans or established by the Engineer and in
accordance to section 8-15.
39
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2
3
Materials for the hand placed energy dissipators (quarry spalls) shall
be in accordance to Section 9-13.6.
4 Measurement
5 Quarry spalls will be measured by the cubic yard in the hauling
6 conveyance at the point of delivery at the job site.
7 Payment
8 The unit contract price per cubic yard for "Hand Placed Rubble Energy
9 Dissipator" shall be full pay for performing the work as specified
10 including all costs incurred in excavation of the foundation for the
11 placement of the quarry spalls in reasonable close conformity with the
12 lines, grades, and cross sections shown in the Plans or as staked by
13 the Engineer, and for excavating, loading, placing, or otherwise
14 disposing of the material as designated by the Engineer.
15 REMOVING WIRE FENCE
16 Description
17 Where shown in the plans, and as staked by the Engineer, the Contractor
18 shall remove existing wire fence and posts in their entirety.
19 construction Requirements
20' No close cutting of posts will be permitted. Posts holes shall be
21 filled with a granular material compacted to the satisfaction of the
22 Engineer immediately following removal of the posts. All loose wires
23 shall be tightened and attached to remaining post to the satisfaction
24 of the Engineer.
25 All materials removed shall become the property of the Contractor for
26 disposal off the ri.ght of way.
27
Measurement
28
29
Removing wire fence will be measured by the linear foot along the line
of existing wire fence actually removed.
30 payment
31
32
33
34
35
The unit contract price per linear foot for "Remove Fence" shall be full
compensation for furnishing all labor, equipment, tools, and materials
necessary to remove the existing wire fence, tighten and secure
remaining wires, fill the post holes and dispose of all removed
materials.
40
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1 INSTALLING WIRE FENCE TYPE 2
2 Description
3 Where shown in the plans, or as staked by the Engineer, the Contractor
4 shall install wire fence type 2 to the satisfaction of the Engineer.
5 Construction Requirements
6
7
All material used in the replacement of the fence shall be new, and
placed to the satisfaction of the Engineer.
8
Measurement
9
10
wire fence type 2 will be measured by the linear foot along .the line of
wire fence actually installed.
11
payment
The unit contract price per linear foot for "Install Fence, (Type 2)"
shall be full compensation for furnishing all labor, equipment, tools,
and materials necessary to install the wire fence, and complete the work
as specified.
12
13
14
15
16
REMOVING AND REPLACING FENCE
17
Description
Where shown in the plans the Contractor shall remove the existing wire
fence and as staked by the Engineer install wire fence type 2.
Construction Requirements
18
19
20
21 No close cutting of posts during removal will be permitted. posts holes
22 shall be filled with a granular material compacted to the satisfaction
23 of the Engineer immediately following removal of the posts.
24
25
All materials removed shall become the property of the Contractor for
disposal off the right of way.
All material used in the replacement of the fence shall be new, and
shall be constructed in conformity with the Plans, these specifications
and the Standard Plans, at the locations and lines staked by the
Engineer.
26
27
28
29
30 Measurement
31
32
Removing and replacing wire fence type 2 will be measured by the linear
foot along the line of wire fence actually installed.
33 Payment
41
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1 The unit contract price per linear foot for "Remove and Replace Fence,
2 (Type 2)" shall be full compensation for furnishing all labor,
3 equipment, tools, and materials necessary to remove the existing fence,
4 fill the post holes and dispose of all removed materials and install the
5 wire fence type 2, and complete the work as specified.
6 REMOVING AND RESETTING CABLE FENCE
7
Description
8
9
Where shown in the plans the Contractor shall remove the existing cable
fence and as staked by the Engineer, reset the cable fence.
10
Construction Requirements
11
12
13
14
15
16
17
No cutting of posts will be permitted. The cable fence and posts will
be removed in its entirety and reset to a new location as designated by
the Engineer. Posts holes shall be filled with a granular material
compacted to the satisfaction of the Engineer immediately following
removal of the posts. After installation in the new location, all
cables shall be re-attached and tightened to the posts to the
satisfaction of the Engineer.
18
Measurement
19
20
Removing and resetting cable fence will be measured by the linear foot
along the line of existing cable fence actually removed.
21
Payment
The unit contract price per linear foot for "Remove and Reset Cable
Fence" shall be full compensation for furnishing all labor, equipment,
tools, and materials necessary to remove the existing cable fence, fill
the post holes and re-install the cable fence, and complete the work as
specified.
22
23
24
25
26
27 REMOVING EXISTING CULVERT PIPE
28
Description
29 Existing culvert pipes of the various types, sizes and lengths at the
30 locations noted in the Plans shall be removed.
31 Construction requirements
32
33
34
Removal and backfilling shall be in accordance with Sections 7-02.3(3)
and 7-02.3(4). All removed culvert pipe shall become the property of
the Contractor and shall be disposed of outside the project limits.
42
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1 Payments
2
3
4
5
6
7
8
All costs involved in the excavation and removal of 18" Diameter,
corrugated Steel Culvert pipe and 12" Diameter, Concrete Culvert Pipe
shall be included in the unit contract price per cubic yard for
"Structure Excavation (Class B) including haul", and shall be considered
full compensation for excavating, removing, loading, hauling, disposing
of the removed material and backfilling of the trench required for
removal.
9
BEVELING CULVERT PIPE
10
Description
11
12
13
Where listed in the Plans or where designated by the Engineer, the
Contractor shall bevel (field Miter) the ends of culvert pipes to the
slopes noted in th~ Plans.
14
Construction Requirements
15
16
17
18
Reinforced concrete pipe shall have the reinforcement cut off and
covered with at least 1/2 inch of grout to present a smooth beveled end.
Metal culvert pipe shall have a coating applied to the exposed metal
similar to the existing coating..
The Contractor shall exercise care in beveling the pipes to avoid damage
to the pipe remaining in place. Any damage to the pipe as a result of
the Contractor's operations shall be repaired by the Contractor at no
added expense to the County and to the satisfaction of the Engineer.
All debris shall be disposed of by the Contractor off the county's right
of way.
19
20
21
22
23
24
25 Payment
26
27
28
29
30
All costs involved in beveling the culvert pipe will be considered
incidental to and shall be included in the unit contract prices for
"Class III Reinforced Concrete Culvert Pipe 30 In. Diameter", "Install,
24" Diameter, Plain steel Culvert Pipe, 0.064 ThiCk", "Install, 18"
Diameter, Corrugated Steel Culvert Pipe, 0.064 Thick".
31 REMOVING BEAM GUARD RAIL ANP ANCHORS
32 Construction Requirements
33
34
35
36
37
Where shown in the Plans or where designated by the Engineer, the beam
guard rail shall be removed in its entirety, including posts and
anchors.
All guard rail and anchor materials removed shall become the property
of the Contractor and shall be removed from the project.
43
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2
3
voids left by the post and anchor removal shall be backfilled with an
approved granular material and the backfill material compacted to the
satisfaction of the Engineer.
4 Measurement
5 Guard rail removal will be measured by the linear foot along the top of
6 the rail, including terminal end sections, if any.
7
Payment
8
9
The unit contract price per lineal foot for "Remove Beam Guard Rail Type
I" shall be full pay to perform the work as specified.
10
REMOVING AND RESETTING STATE SHELLFISH LABORATORY SIGN
11
12
13
As shown in the Plans, or as designated by the Engineer, the Contractor
shall remove and reinstall the existing Washington State Shellfish
Laboratory sign.
14
Construction Requirements
15
16
17
18
19
The work shall consist of removing the existing State sign and posts in
their entirety and moving it to a location satisfactory to the Engineer.
No cutting of the posts will be permitted. Post holes shall be filled
with a granular material compacted to the satisfaction of the Engineer
immediately following removal of the posts.
The state sign and posts shall be relocated as determined by the
Engineer. Posts shall be set and tamped in drilled or hand dug holes
using a sui table device. Posts or sign damaged during removal or
placement shall be replaced by the Contractor at the Contractor's
expense.
20
21
22
23
24
25
Payment
The unit contract price per each for "Remove and Reset, State Shellfish
Lab. Sign Post" shall be full compensation for furnishing all labor,
equipment, tools, and materials necessary to remove the existing sign,
fill the post holes and reinstall the sign, and complete the work as
specified.
I
26
27
28
29
30
31 MAILBOXES - PAPERBOXES
32
Description
Where shown in the Plans, or as directed by the Engineer, the Contractor
shall remove, temporarily reset and relocate mailboxes as required.
33
34
44
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1 Construction Requirements
2 During ~he life of ~he con~rac~. all existing mailboxes interfering wi~h
3 roadway construction shall be temporarily relocated ~o corresponding
4 locations on the construction line or erected on portable mailbox stands
5 for convenience of construction. subject to the approval of the
6 Engineer.
7
8
9
10
Removal shall be conducted in a manner as to prevent damage to
mailboxes. Mailboxes damaged due to the Contractors operations shall
be replaced by the Contractor at no additional expense to the County
and to the satisfaction of the Engineer.
11
12
13
14
All mailboxes shall be permanently installed on 4"x4" posts after
completion of the side slopes required for the Point Whitney Road-Bee
Mill Road to the satisfaction of the Engineer. The mailboxes are
located at the following stations:
15
16
17
Bee Mill Road
STA 0+90 45' Lt.
STA 1+30 22' Lt.
pt. Whitney Road
STA 95+15 10' Rt.
STA 115+75 12' Rt.
18
19
20
21
22
23
The Contractor is responsible for insuring that all mailboxes remain
usable during the life of the project. This includes providing access
to the boxes for mail, paper couriers, and patrons at all times.
24
Payment
The unit contract price per each for "Mailboxes shall be full
compensation for furnishing all labor, tools, materials and equipment
necessary for removing, resetting, and maintaining the mailboxes,
paperboxes, temporary stands, and the fulfillment of all requirements
of these specifications necessary to complete the work as specified.
25
26
27
28
29
30 STANDARD PLANS
31 December 12, 1988
32
33
34
35
36
37
38
39
40
41
The State of Washington Standard Plans for Road, Bridge and Municipal
Construction transmitted under Publications Transmittal No. 80-34,
dated May 30, 1980, and as revised under Publications Transmittal No.
81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982,
transmittal No. 82-58 dated December, 1982, transmittal No. 83-80 dated
October, 1983, transmittal No. 83-88 dated November, 1983, transmittal
No. 84-015 dated June, 1984, transmittal No. 85-005 dated March, 1985,
transmittal No. 86-001 dated January, 1986, transmittal No. 87-28 dated
July, 1987, transmittal No. 87-067 dated December, 1987, transmittal No.
88-035 dated June, 1988, and transmittal No. 88-059 dated November,
45
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1 1988, is made a part of this contract. In case of discrepancies, Plans
2 shall govern over Standard Plans, Standard Plans shall be considered the
3 same as Plans as set forth in section 1-04.2.
4 The Standard Plans are revised as follows:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
B-7
The Standard Plan provides that flared end sections for 12 inch
through 24 inch diameter pipe with annular corrugations are to be
attached to the pipe with a threaded rod and connector lug. As an
alternate for flared end sections of steel the attachment may be
made with a 1 inch wide strap of 12 gage galvanized steel fastened
wi th a 1/2 inch diameter galvanized bolt 6 inches in length
furnished with one squarehead nut. The length of the strap shall
permit sufficient bolt take-up to provide a tight connection. All
material necessary for the connection of the flared end section to
the corrugated pipe shall be supplied by the manufacturer of the
flared end section.
I:::.l.
The detail EXTRUDED CEMENT CONCRETE CURB is revised to show the
10' space to be between the cut/sawed joints. Also, delete the
word max.
G-4a
The POST SELECTION TABLE is revised as follows:
The notch depth and hole diameter for 6" x 10", 8" x 10", and
8" x 12" post sizes are deleted.
The note under the "POST DETAIL" is revised to read:
Typical for 4" x 6", 6" x 6", and 6" x 8" posts. Holes and
notch are not required for any 4" x 4" installations or for
any single post 4" x 6" installation.
All posts that are larger than 6" x 8" shall be placed behind
guardrail or barrier, unless they are located outside of the
clear zone.
The SIGN INSTALLATION ANGLE detail is deleted.
~
The plan title is. changed to RAISED PAVEMENT MARKERS.
on the plan sheet saying "lane markers" is changed
pavement markers".
All wording
to "raised
~
The plans title is changed to RAISED PAVEMENT MARKING DETAILS.
All wording on the plan sheets saying "lane markers" is changed to
"raised pavement markers".
46
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2 The note on the foundation detail referencing J-9a is changed to
3 read:
4 See Standard Plan J-le.
5 The following are Standard Plan numbers and their date of last revision
6 applicable at the time this project was advertised:
7 A-1 12/29/86 C-3 4/28/88 H-5a 6/28/85
...II- 8 A-I 2/19/88 C-4 9/11/87 H-5b 6/28/85
lJ) u.. 9 A-2 8/17/88 C-4a 4/04/88 H-5c 7/17/81
-0
w> 10 A-2 8/14/87 C-5 2/13/87 H-6 7/17/81
::!;t- 11 A-2 8/17/88 C-6 12/23/86 H-7 5/07/85
~::::;
u..< 12 C-6 12/23/86 H-7a 11/28/83
lJ)=> 13 B-1 12/01/86 C-6a 1/21/85 H-8 11/26/79
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zt- 15 B-1b 9/14/87 C-6c 4/26/88 H-10 4/22/88
;::0 16 B-1e 9/29/87 C-6d 12/23/86 H-11 9/19/83
z t-' 17 B-1f 9/29/87 C-6e 4/04/88 H-12 1/30/87
~g;:1 18 B-1h 1/05/87 C-6e 4/04/88 H-12 1/30/87
g~ 19 B-1j 1/30/87 C-6e 4/04/88 H-12 1/30/87
o!:::\ 20 B-1z 12/08/86 C-7 6/12/87
w w~: 21 B-2 9/19/83 C-8 10/28/87 I-I 11/26/79
:J:u) 22 B-2a 12/12/83 C-8a 4/11/86 I-1a 11/26/79
t- f=1 23 B-2b 3/19/84 C-8b 8/15/85 I-2 2/04/82
!:!:o
ZJ 24 B-4 1/25/80 C-8c 6/04/85
WlJ)! 25 B-4b 9/07/84 C-8d 1/04/88 J-1 6/30/88
u-
f= ~j 26 B-4c 9/07/84 C-8d 1/04/88 J-1 6/30/88
o ! 27 B-4f 9/19/83 J-1a 2/13/81
Z'i
'i 28 B-4g 9/19/83 D-2d 2/l3/81 J-1b 6/30/88
29 B-4h 7/12/84 D-2e 2/13/81 J-1b 6/30/88
30 B-5 11/26/79 D-2f 2/13/81 J-1b 6/30/88
31 B-5a 11/26/79 D-2g 2/13/81 J-lc 7/24/87
32 B-6 11/26/79 D-3 1/25/80 J-le 5/10/82
33 B-6a 11/26/79 D-4 5/23/83 J-lf 7/17/81
34 B-6b 11/26/79 D-5 8/24/79 J-3 11/07/75
.J 35 B-7 9/04/87 D-5a 12/21/84 J-3b 11/07/75
r- 36 B-7a 8/12/88 D-6 8/25/88 J-3e 2/04/82
37 B-8 3/12/84 D-6 8/25/88 J-3f 6/19/87
38 B-8a 3/29/82 D-7 1/04/80 J-3f 6/19/87
0 39 B-9 8/12/88 D-7a 1/04/80 J-5a 7/17/81
40 B-10 1/25/80 D-8 1/04/80 J-6c 2/22/82
41 B-ll 1/25/80 D-9 2/05/88 J-6f 2/22/82
42 B-12 1/25/80 D-9 2/05/88 J-6g 2/22/82
43 B-13a12/02/85 J-6h 2/22/82
44 B-13b12/02/85 E-1 1/04/80 J-7a 2/22/82
45 B-13c12/02/85 E-2 9/19/80 J-7c 2/22/82 I
0 46 B-13d12/02/85 E-3 11/26/79 J-7d 7/31/87
47 B-14 12/02/85 E-4 8/07/86 J-7d 7/31/87 0 0
48 B-15 7/24/87 E-4a 12/22/8"' J-8a 9/15/87
49 B-17 11/26/79 E-5 1/25/80 J-9a 4/24/86
47
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2 B-18a9/06/83 F-l 8/12/88 J-11a7/19/85
.11 3 B-18bl0/03/63 F-2 11/26/79
4 B-18cl/28/85 F-2a 11/26/79 K-l 2/06/87
5 5-19 10/03/83 F-2b 11/26/79 K-2 2/06/87
6 B-20 9/19/83 F-4 9/07/88 K-3 2/06/87
7 B-20a9/19/83 F-5 9/07/88 K-4 2/06/87
8 B-20b9/06/83 F-6 3/03/88 K-5 2/06/87
9 B-20c9/06/83 K-6 2/06/87
10 B-20d9/19/83 G-l 10/17/83 K-7 2/06/87
...It- 11 B-20f4/15/88 G-2 9/06/83 K-8 2/06/87
lJ)u.. J.2 B-21 12/04/85 G-2 9/06/83 K-9 2/06/87
-0
~~ J.3 B-22 9/19/83 G-2a 12/23./73 K-I0 2/06/87
14 B-23aI2/22/86 G-2b 6/20/86 K-ll 2/06/87
~::::; J.5 B-23b12/22/86 G-3 11/26/79 K-12 2/06/87
u..<
lJ)~. 16 B-23c12/22/86 G-3a 11/26/79 K-13 2/06/87
:I: ." J.7 B-23d9/23/86 G-4a 7/J.7/81 K-14 7/17/81
~~ 18 B-24 11/08/85 G-6 10/24/75 K-15 7/17/81
t- O' 19 B-26 12/08/86 G-6a 8/31/73 K-J.6 2/06/87
zH 20 G-7 4/04/88 K-17 2/06/87
~~ 21 C-l 9/09/88 G-8 3/30/88 K-18 2/06/87
u 22 C-1 10/28/87 G-8 1/28/85 K-19 2/06/87
0- 23 C-la 5/05/88 G-8a 10/18/85 K-20 2/06/87
at- 24 C-1b 1/21/85 G-8a 10/18/85 K-21 2/06/87
~W,I.
t- ~i 25 C-lc 9/04/87 G-8a 10/18/85
!:!:5 26 C-1d 5/09/88 G-9 1/30/87 L-1 1/21/85
z 27 C-2 1/23./85 G-g 1/30/87 L-2 1/21/85
WlJ) 28 C-2a 3/27/87 G-9 1/30/87 L-3 1/21/85
U :I: , 29 C-2b 1/21/85 L-4 1/21/85
13 "'I 30 C-2c 1/21/85 H-l 5/17/85 L-5 1/21/85
z ;,,", 31 C-2d 1/21/85 H-3 3/06/87 L-5a 9/02/86
"11 32 C-2e 1/21/85 H-3a 2/24/88 L-6 1/21/85
33 C-2f 5/26/88 H-3a 2/24/88
34 C-2h 5/02/88 H-4a 12/28/84
35 H-5 6/28/85
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: FLAGGERS
FEBRUARY 15, 1989
LOCATION: (STATE: FLAGGERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT,
SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TOTAL HOURLY BENEFITS
TRAINING FUND
1.75
1.55
3.43
.13
$/HR.
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
260-0010 FLAGGER
OTHER
260-9260 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY UNDER CONDITIONS STIPULATED IN
EAC 296-127-022.
260-9262 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
1
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STATE
STATE
STATE
STATE
STATE FEDERAL
RATE RATE
10.78
10
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.75
1.55
.13
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1
350-2100 WINDOW CLEANER
GROUP 2
350-0090 BATCH WEIGHMAN
350-0460 CRUSHER FEEDER
350-1260 PILOT CAR
350-1870 TOOLROOM MAN CAT JOB SITE)
GROUP 3
350-0080 BALLAST REGULATOR MACHINE
350-0240 CARPENTER TENDER
350-0270 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0350 CLEAN-UP LABORER
350-0390 CONCRETE FORM STRIPPER
350-0470 CURING CONCRETE
350-0520 DEMOLITION, WRECKING AND MOVING (INCL,
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
350-0820 GENERAL LABORER
350-0860 GRINDERS
350-1370 POT TENDER
2
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S/HR.
S/HR.
S/HR.
Jl
STATE
RATE
10.78
10.78
10.78
10.78
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15,46
15,46
15.46
15.4G
15.46
15.46
15,46
8.46
STATE
STATE
STATE
FEDERAL
RATE
)
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
STATE FEDERAL
RATE RATE
15.46
15.46
15.46
15.46
15.46
15.94
l5.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
I
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OCCUPATION: LABORERS
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
.. - ,.. }
l 0 ~D ~
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****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
350-1390 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAlLMAN
350-1940 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0050 ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING
350-0420 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0840 GRADE CHECKER AND TRANSIT MAN
350-0950 HIGH SCALER
350-0965 HOD CARRIER
350-0980 JACKHAMMER
350-1090 MANHOLE BUILDER
350-l200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
GUNNITE, SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, & CRIBBER)
3
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LABORERS
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2090 WELL-POINT MAN
GROUP 5
350-0200 CAISSON WORKER
350-1110 MINER
350-1379 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
350-9349 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS./DAY OR 40 HRS./WK., MON, THRU FRI.,
AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE-
UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE.
350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOwING THANKS-
GIVING DAY AND CHRISTMAS DAY.
350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE
HIGHEST LABORER'S CLASSIFICATION SUPERVISED,
4
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l 0 0
-
STATE
RATE
15.94
15.94
15.94
16.30
16.30
l6.30
16.30
FEDERAL
RATE
10
I
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~ J
:I: 1-1,
t- dji
a: ;aJ
~ a~1
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-0:
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LANDSCAPE CONSTRUCTION,
FEBRUARY 15, 1989
FRINGE BENEFITS
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
TOTAL HOURLY BENEFITS - LANDSCAPE
PLUMBER
TOTAL HOURLY BENEFITS - LANDSCAPE
EQUIPMENT OPERATOR
WAGE RATES
3.25 $/HR.
3.95 $/HR.
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
370-0030 IRRIGATION AND LANDSCAPE PLUMBERS
370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT
OPERATORS
370-0010 LANDSCAPING OR PLANTING LABORERS
OTHER
370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS.
ALL HOURS WORKED IN EXCESS OF 8 HOURS PER
DAY AND 40 HOURS PER WEEK SHALL BE PAID
1 1/2 TIMES THE REGULAR RATE OF PAY.
370-9372 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - ALL HOURS IN-
EXCESS OF 8 HRS/DAY AND 40 HRS/WI<, MON. THRU
SAT. SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE OF PAY. ALL HOURS WORKED SUN. AND HOLI-
DAYS SHALL BE PAID DOUBLE THE REGULAR RATE
OF PAY.
370-9374 STATE: HOLIDAYS FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - NEW YEARS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
5
=
t): .l
4IJI
STATE
STATE
STATE FEDERAL
RATE RATE
10.62
11.50
7.65
)
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LANDSCAPE CONSTRUCTION
FEBRUARY 15, 1989
LOCATION: (STATE: LANDSCAPE CONSTRUCT~DN)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
OTHER
370-9376 STATE: NOTE - EFFECTIVE JUNE 9, 1988 THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, UNDER THE CONDITIONS STIPULATED
IN WAC 296-127-022.
6
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1-0
21-
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.95
2.00
.26
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1A
570-50~5 CRANE - OVERHEAD, BRIDGE TYPE
~DO TONS AND OVER
570-5500 CRANE ~oo TONS AND OVER OR 200 FT OF BOOM
INCLUDING JIB AND OVER
570-5505 LOADER, 8 YARDS AND OVER
570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER
GROUP 1
570-55~5 CABLEWAYS
570-5025 CRANE - OVERHEAD, BRIDGE TYPE
45 TONS THROUGH 99 TONS
570-5520 CRANE 45 TONS AND UP TO ~OO TONS OR
150 FT OF BOOM INCLUDING JIB
570-5535 HELICOPTER WINCH
570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS
570-5730 MUCKING !{hCHINE, MOLE, TUNNEL DRILL AND/OR
SHIELD
570-5565 QUAD 9 AND SIMILAR, D-~O AND HD-41
570-5540 REMOTE CONTROl, OPERATOR, ETC.
570-5525 ROLLAGON
570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER
570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS
570-5555 SLlPFORM PAVERS
570-5530 TOWER CRANE
570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
7
o
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STATE
STATE
STATE
STATE FEDERAL
RATE RATE
19.23
19.23
19.23
19.23
18.73
18.73
18.73
18.73
18.73
18.73
18.73
J.8.73
18.73
18.73
18.73
18.73
18.73
18.73
10
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
FEBRUARY 15, ~989
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 2
570-5575 BUMP CUTTER
570-5590 CHIPPER
570-5570 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5580 CRANES, 20 TONS UP TO 45 TONS
570-5595 CRUSHERS
570-5600 DERRICK
570-5605 DRILLING MACHINE
570-56~0 FINISHING MACHINE
570-56l5 LOADERS, OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES, ALL
570-5625 MECHANICS, ALL
570-5635 MIXERS, ASPHALT PLANT
570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS,
PULLING SLOPES, DITCHES, ETC.
570-4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE)
570-5650 PILEDRIVER
570-2975 PILEDRIVER (SKID TYPE)
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-2565 ROTO-MILL PAVEMENT PROFILER
570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS
570-5655 SCREED MAN
570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER
570-5665 SUB-GRADER - TRIMMMER
570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH.
GROUP 3
570-5698 A-FRAME CRANE OVER 10 TONS
570-5735 CONCRETE PUMPS
8
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STATE FEDERAL
RATE RATE
18.29
~8.29
~8.29
18.29
18.29
~8.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
J.8.29
18.29
18.29
18.29
,J.8.29
18.29
18.29
17.93
17,93
10
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
FEBRUARY 15, 1989
WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
570-5705 CONVEYORS
570-5700 CRANES, UP TO 20 TONS
570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER
570-5765 EQUIPMENT SERVICE ENGINEER
570-5720 FORK LIFTS
570-5710 HOISTS, AIR TUGGERS, ETC.
570-2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS
570-5715 LOADERS - ELEVATING TYPE
570-5725 MOTOR PATROL GRADER - NON-FINISHING
570-5785 OILER DRIVER ON TRUCK CRANE
570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT
MATERIALS
570-5745 SAWS, CONCRETE
570-5750 SCRAPERS - CARRY ALL
570-2815 SCRAPERS, CONCRETE
570-5755 SPREADERS, BLAW KNOX, ETC.
570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH.
570-5760 TRENCHING MACHINES
GROUP 4
570-5697 A-FRAME CRANE, 10 TONS AND UNDER
570-5795 ASSISTANT ENGINEERS
570-2575 BOBCAT
570-5685 BROOMS
570-5820 COMPRESSORS
570-5830 GRADECHECKER AND STAKEMAN
570-27l5 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER
570-5790 OIL DISTRIBUTORS, BLOWERS, ETC.
570-5800 PAVEMENT BREAKER
570-4735 PERMANENT SHAFT-TYPE ELEVATOR
570-5805 POSTHOLE DIGGER, MECHANICAL
9
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STATE FEDERAL
RATE RATE
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
~D
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
570-5810 POWER PLANT
570-4745 PROBE TENDER (ROTO-MILL)
570-5825 PUMPS, WATER
570-5780 ROLLER, OTHER THAN PLANT ROAD MIX
570-5815 WHEEL TRACTORS, FARNALL TYPE
OTHER
570-9569 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI,
AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2
TIMES THE REGULAR RATE. ALL HOURS WORKED
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE.
570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
570-9572 STATE: LEADMAN $0.30 OVER MECHANIC
10
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STATE
RATE
15.83
15.83
15.83
15.83
15.83
FEDERAL
RATE
"
10
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OCCUPATION: SIGN MEN - ELECTRICAL
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
HWY-R32320-AA
FRINGE BENEFITS
LOCATION: CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES.
HEALTH AND WELFARE
PENSION - LOCAL
PENSION - NEBF
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
.98
.50
3.00
$/HR.
$/HR.
%
STATE
RATE
17.29
17.29
17.29
8.645
STATE
STATE
STATE
FEDERAL
RATE
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******* STATE WAGE RATE GROUP LISTING
635-0020 JOURNEYMAN - GLASS
635-0030 JOURNEYMAN - MAINTENANCE
635-0040 JOURNEYMAN - SIGNMAN
635-0050 STOCKMAN (50%)
11
*******
('~" : 0 ~c-~ 10 32 x 10
-
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it:i.~
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
SIGN HANGERS AND SIGN PAINTERS AND CONSTRUCTION MEN
FEBRUARY 15, 1989
OCCUPATION:
LOCATION: CLALLAM, ISLAND AND JEFFERSON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
640-0040 SIGN HANGER
640-0090 SIGN PAINTER
640-0115 SPRAY PAINTER
12
:
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-.
(-o-~-
.....<1_
STATE FEDERAL
RATE RATE
12.15
12.15
12.15
10
-
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z I
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t- wl
a:~
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBO~, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
1.89 $/HR.
1.82 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730-0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:WAREHOUSING
730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING
730-0140 BUS OR EMPLOYEE HAUL
730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
13
:
(1)' ')
.-:~~.. ... '-'.--
( 0
STATE
STATE
STATE FEDERAL
RATE RATE
18.14
17.83
17.99
17.66
18.01
17.66
17.94
j
1
"j
1
1
I\',
'.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:UP TO AND INCLUDING 5 YARDS
730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS
14
:
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STATE
RATE
FEDERAL
RATE
17.78
17.56
18.48
10
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HWY-R32320-AA
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
~ j
J: ~~
:;;~l
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LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
****** STATE WAGE RATE GROUP LISTING ******
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.32
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS.
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.16
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.99
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
ESCORT DRIVER OR PILOT CAR 12,50
EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.88
EQUIPMENT
FLAHERTY SPREADER 17.99
730-0230
..
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730-0405
730-0410
730-0460
0
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
FLATBED TRUCK, DUAL AXLE
FLATBED TRUCK, SINGLE REAR AXLE
FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
730-0690 LEVERMAN AND LOADERS AT BUNKERS AND
BACH PLANTS
730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS
730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50
TONS GROSS
730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS
GROSS TO AND INCLUDING 100 TONS GROSS
730-0800 MECHANIC
730-0810 MECHANIC HELPER
730-0910 OIL DISTRIBUTOR DRIVER (ROAD)
730-1035 OIL/TRANSPORT TANKER
730-1025 PICK-UP SWEEPER
730-1010 PICK-UP TRUCK
730-1100 SCISSORS TRUCK
730-1140 SLURRY TRUCK AND DRIVER
730~1160 SNO-GO AND SIMILAR EQUIPMENT
730-1190' STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR
730-1200 SWAMPER
730-1300 TEAM DRIVER
730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
730"'1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 20 YDS.
730-1560 TRANSIT-MIX USED EXCLUSIVELY
CONSTR.: OVER 16 YDS. TO AND
730-1550 TRANSIT-MIX USED EXCLUSIVELY
CONSTR.: OVER 12 YDS. TO AND
730-0500
730-0490
730-0610
IN HEAVY
INCL. 20
IN HEAVY
INCL, 16
YDS.
YDS.
16
o
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STATE
RATE
17.77
15.75
17.66
17.83
17.56
18.32
17.88
18.16
18.00
17.41
17.99
15.37
l5.75
15.75
17.66
17.88
17.88
17.83
17.56
17.61
17.66
19,01
18.85
18,69
FEDERAL
RATE
10
-= -..-
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OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
730-1540
****** STATE WAGE RATE GROUP LISTING ******
OCCUPATION
DESCRIPTION
730-1530
730-1520
730-1515
730-1501
730-1750
730-1810
730-2015
730-2000
730-2010
730-2210
730-2200
730-2220
OTHER
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 10 YDS. TO AND INCL. 12 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 8 YDS. TO AND INCL. 10 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 6 YDS. TO AND INCL. 8 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 4 1/2 YDS. TO AND INCL. 6 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: 0 YDS. TO AND INCL. 4 1/2 YDS.
VACUUM TRUCK
WAREHOUSEMAN AND CHECKERS
WATER WAGON AND TANK TRUCK:
WATER WAGON AND TANK THUCK:
GALLONS
WINCH TRUCK: DUAL REAR AXLE
TO 3000 GALLONS
WINCH TRUCK: SINGLE REAR AXLE
WINCH TRUCK: SINGLE REAR AXLE
WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT
STATE FEDERAL
RATE RATE
18.53
18.36
18.20
18.04
17.87
17.66
17.56
OVER 3000 GALLONS 17.99
UP TO 1600 17.66
730-9730 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI.,
AND ALL 'HOURS WORKED ON SATURDAYS, (EXCEPT
WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID
AT 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL
HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE
PAID DOUBLE THE REGULAR RATE OF PAY.
17
.-~"'~""':":'.
:
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17.83
17.88
17.66
17.66
~_A
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HWY-R32320-AA
PREVAILING MINIMUM HOu~LY WAGE RATES
OCCUPATION: TEAMSTERS
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
OTHER
730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
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STATE FEDERAL
RATE RATE
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CONTRACT BONO
JEFFERSON COUNTY, WASHINGTON
KNOW ALL MEN BY THESE PRESENTS:
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That
, of
, as Principal, and
as Sur~ty, ar~ jointly and severally held
and bound unto the COUNTY OF JEFFERSON, the pen~l sum of
Dollars ($ l. for the payment of which
w~ jointly and sev~rally bind ours~lves, our h~lrs, ~.~cutors, admin-
Istrators, and assigns, and sucr-essors and assigns, firmly by th~se
presents .
Th~ condition of this bond Is such that WHEREAS, on the --------
day of , A.D., 19_, the said
Principal herein, e.ecuted a c~rtaln contract with the CO~
Jefferson, by th~ t~rms. conditions and provhlons of ~c act
the said ' , Principal he 1 . 5 to
furnhh all maur1als and do c~rtaln work, to-wi. e said
Principal herein will undertake and complete e ng described
work:
In J~ff~rson County, Washington,
.Statlon , as p~r ma
of said contract, which con
and Is now r~ferred to a
and made a part
at l~ngth,
NOW, THEREF.
truly observ~
said contrac respects
and perf or. ~rs and things by th~ said Principal undertaken to
b~ perf said contract, upon the t~rms proposed therein,
and wlt~ me prescribed ther~ln, end until the same 1s accepted,
and shall a 11 laborers, mechan1cs, subcontractors and materialmen,
and all p~ ns who shall supply such contractor or subcontractor with
prov1slons and suppL1~s'for the carry1ng on of such work, and shall
In all respects faithfully perform sa1d contract according to law,
then th1s obllga~lon to be void, otherwise to remain In full force
and effect.
WITNESS our hands this _______ day of , 19___,
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:PRINCIPAL
SURETY COMPANY
By:
By:
8y:
Attorney-In-fact
o
APPROVED AS TO FORM this ____ day
of ,19_,
Address of local office and egent
of surety company:
Prosecuting Attorney
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JEffERSllll CllUlITY. IIASIIINliTOlI
THIS AGREEM.ENT, ...d. .nd .nured irlCO tills doy of ' .
19 bet....n till COUNTY OF JEFFERSON, acting tIIroug/l till Joff.r.on county C.....I..
.Io;;e;:; and tile Dlrec\Or of PlIlll1c IlIlrkS _r. &IIIl ~ .1.- of 11tl. 36. RCW, ..
....nded and of '
hereinAfter CAlled tile tontrlC\Ol'.
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WITNESSETH:
Thlt In con~lderltlon of the tenns .nd condltton. contained he....ln tod Ituched
.nd ...... a piln of Chi. .gre_t. tile pilnl.. here\O co.......t &IIIl '.g..... .. foIl...."
I. The Contr.ctor .grees \0 furnish .11 Mterl.ls .nd do cert.ln ..ork, to-wit:
Thlt tile ..ld Contrtc\Or herein "Ill llII...rttu &IIIl COlIIPlete tile foll....lng described
work:
,n tCcOrd.nc. wHn .nd AS lIeocrllled In Lha .ttAcned pIon. ond spilclflcttlon. .nd the
SUndard Speclflcttlons of tlll ....hlngton DepuUlent of TrAnsport.Uon, which ue bl
this reference IncorporAted her.ln ond ...... a put her.of. and ....11 perfon> 01\1 .1-
terAtlons In or .ddltlons \0 tile ""rlt pro.ldad un...r this conCract and ..er1 pilrt
t,~reof .
The Controctor .holl provide .nd be at the expense of 'll8lP!l11nt, work ond
10bOr of 01\1 sort w...uoe..r tllat 11I41 be required for tile tro ...urltls ond
for conserucUng .nd compleUng the work pro.llIed for ln~ nd e.erl part
thereof. except suCII .. .... IllIInCloned In tile .peclflcat y ml.hed 111 the
COllnt,1 of oIeffer&Oll.
II. The Count)' of Jefferson hereb)' prOlllhe e "I th the Co.,troctor to
emplo)', and does UIPloy the Contractor to pro. la1l and \0 do and cau.e
to be done the above described work and to Inhh the s_ .ccordlng to
tne Ituched pl.n. .nd .peclflcatlons .nd d cGlldltlons IIereln conulned.
Ind nereby contracts to piI.I' for tile s 0 the attached specifications
and the schedule of unit or It.-hed I he .ttached, .t the time .nd In the
snanner ond upon the condition. Pro~ thi controct, The Count.l' further
agre.. to emplo.l' the Contr.ctor t r )' al . atlon. 111 Or additions to the
work pro.lded for In thi. con t .I' ed and to pa.l' for the s.... unelllr
the t.".. of thh c~"act ~ pI .peClflcatlons,
III. The Contrut f, tielrs, ....cutor.. aclnllllhtr.tors.
.uccessors, and .ss I eb.l' full perlo,....nc. of all the elWe.
lI.nt. herelll conta PI tracCOr.
abl1lt,1 .hall attach to the Count,1 b.l'
&Cept as ,ap...ssl)' provlcl&d ha...ln,
EREOF, the Contractor hIS executed this Instrument on the da.l' and
written, and the Board of COIlllt,1 Coaalsslon.rs hIS cau.~d this In-
.:':~~~c:n~ and III tile II&M of wid Count,1 of oIefferson the doy .nd
)'ear
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foregoing contract Appro.ed .nd
ktlfled .U_
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At~-III-f"t
COUNTY Of JEFFERSON
80AlUl Of CllHIllS$IOIWlS
Contrac\Or
II.Y
c;na lN111
SEAL
lIMber
lIMber
Allprovt4 II CO fora tht.__~
of ~,IW_
'l'OwcuUn" A'COrne.r
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NON-COLLUSION AFFIDAVIT
* STATE OF WASHINGTON
ss
** COUNTY OF
I, the undersigned, an authorized representat'~~
*** be' sworn, deposes
and says that the person(s), firm, associ , r corporation has
(have) not, either directly or in , entered into any
agreement, participated in a~n' ,or otherwise taken
any action in restraint of mpetitive bidding in
",. ,conn':lction with the projec or hich this proposal is
subm~ tted.' ..
~
* If notarization of proposal takes place outside of Washington State,
DELETE WASHINGTON and enter appropriate state.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held
in a fund by the Owner until (30) days following final acceptance
of the work.
Date
signed
B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of the work.
Date
signed
C. I hereby elect to have the Owner invest the
this contract from time to time as
....
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PROPOSAL - CONTINUED
The bidder is hereby advised that by signature of this proposal he/she,
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5%) of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH
o :IN THE AMOUNT OF
o
o ($
o
CASHIER'S CHECK
CERTIFIED CHECK
PROPOSAL BOND
.*Receipt is hereby acknowledged
Signed
before me on
Date,
My appointment expires~'
Note:
(Seal or Stamp)
(1) This proposal is not transferable and any alteration of
the firm's name entered hereon without prior permission
from the County Commissioners will be cause for consider-
ing the proposal irrel]l11ar and subsequent rejection of the
bid.
(2) Please refer to section 1-02.6 of the standard specifica-
tions, re: "Preparation of Proposal," or "Article 4" of
the Instructions to Bidders of building construction jobs.
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I ITEM' PLAN i ITEM PRICE PER UNIT i TOTAL AMOUNT I
1_~~:I__~~~::::__,_______~~::~:~:~~_________ ____~:~:-:--I---~~~--I
I 27 I LUMP SUM I TRIMMING AND CLEANUP LUMP SUM I . i.
1___- ____________,___________________________ ---------------1------------1
I I HAND PLACED ENERGY AT I I .
I 28 2 I DISSIPATOR . I ,
I CU. YD. PER CU. YD. I I
,---- ------------ --------------------------- ---------------,------------,
I I I
, I ,
I 29 $1,000.00 ROADSIDE CLEANUP ESTIMATED $1,000.00 I
-_::::~:~~- --------------------------- --------------- ------------,
1
I
30 I 1,000 LABOR FOR TRAFFIC CONTROL 1
____I____~~~~:___ ___________________________ ------______1
I MAINTENANCE AND PROTECTION I
31 1 LUMP SUM OF TRAFFIC 1
I I
----1------------ ------------------------ ------------1
32 I 55 I
----I---:~:-:::-- ------------1
I I'
33 I 105 S ~ <\l I
J -::-I--:::~:-- -::----~ '0- GN~~~ :~:=~:----l-------:----I...
-::-I---::~:::-~-::::::::::-----I~;--------:----I-------:----1
----I---~~:-:~:--I-;;;~;I~~~~~;~~~;----------I~;~--:~:-:~:---I------------I
36 I 2,086 I CONCRETE PAVEMENT I . I . I
----I---:~:_:~:--I---------------------------I~;~--:~:-:~:---I------------I
37 I ,16 I MAILBOXES I. I . I
---,-I----~~:~----I-~~;;~;-;~~~;~;I~~---------I~;~--~~~~------l------------I
38 I 1000 I INCLUDING HAUL I . I . I
----!---~~:-:~:--!-----------------7------~~;~~;-~;~~~---1-------:----1
1--------------------------------------1'
*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE.
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALl, BE INTERPRETED AS CENTS,
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I ITEM I PLAN I ITEM ' PRICE PER UNIT I TOTAL AMOUNT '
I NO. I QUANTITY I DESCRIPTION I DOLLARS * ! DOLLARS I
'____1____________1___________________________ ---------------1------------1
1 I' 'AT I ,
I 16 I 340 I REMOVE FENCE I . II
I 1 LIN. FT. I PER LIN. FT. , I
1____1______------ ___________________________1_______________1__________--I
1 1 'AT I I
I 17 I 250 INSTALL FENCE, (TYPE 2) I . I I
I____I__~:~:_:::__ ___________________________I::~__~:~:_:::__I____________I
I I REMOVE AND REPLACE , AT , I
I \ I I I
118 I 1,311 FENCE, (TYPE 2) I . I . I
I____I__~:~:_:::__ ___________________________I::~__~:~:_:::__I____________I
I , I I I
I I REMOVE AND RESET I AT (\ (\. I I
I 19 I 137 CABLE FENCE '~W,. I
I----I--~:~:-:::--I-------------------------~~~--:--I------------1
'-::-i--~:~~::::--i-::::::~-::::-:~:::~~-~:~:-~::--!-------~----l
I I INSTALL, BEAM GUAR ~\/I AT 1 I
-:~-!--~:~~::::--!-~::::-~~----- ~ --> ~:~--~:~:-~::--l-------~----!
I I INSTALL, BE ~ I I
_::_I___:~~~_____I-;;;::R-~T() E;~--I~;~--:~~~------l-------~----I
23 I 1 I S LFIS~\/- I . 1 ,I
'EACH , 'OST IpER EACH' I
----1----------- ---------------------1---------------1------------1
I (N,I.C.) (2) SHOTS L.B.S.T I NOT 1 NOT I
24 640 T IN CONTRACT IN IN
'TONS (TO BE DONE BY OTHERS) , CONTRACT I CONTRACT I
____1____________1______---------------------\---------------1------------1
'I (N,I.C.) II SET CENTERLINE MONUMENTS I NOT I NOT 'I
25 17 NOT IN CONTRACT IN IN
I I EACH I (TO BE DONE BY OTHERS) I CONTRACT I CONTRACT I
I----I------------I---------------------------I~;-------------1------------1
I 26 I, 2.72 I SEEDING AND FERTILIZING \ . II . I,
ACRES PER ACRES
!----!------------I---------------------------I---------------I------------!
*_ SHOW PRICE PER UNIT IN FIGURES ONLY, FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNI~ COLUMN SHALL BE INTERPRETED AS CENTS,
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I i UNSUITABLE EXCAVATION IAT I I"
5 I 921 I INCLUDING HAUL I I !
____I__:~:_:~:___I_______________________~___I::~__:~:_:~:___I____________i.
I I BALLAST 'AT I I
I I I I I
6 I 4,223 I (TRUCK MEASURE) , . I I
____I__:~:_:~:___I___________________________I::~__:~:_:~:___I____________l
I I CRUSHED SURFACING I AT ' I
7 I l,6H I TOP COURSE I.' I
I I CU. YD. I (TRUCK MEASURE) IPER CU. YD. I I
----,------------I---------~-----------------l---------------1------------1
I I CLASS III REINFORCED IAT <\<\. I I
8 80 CONC. CULV. PIPE ~~.
----i--~:~:-:::--i-~~;;~~~~:~~:~~~;;;;~----i::R ~--:--I------------I
9 I 56 I PLAIN STEEL CULVERT PIPE, . I ,I
____I__~:~:_:::__I_~:~~~_:~::~---------- ~ ---~:~:-:::--I------------I
I I REMOVE, l8" DIAMET T I I
10 I 30 I CORRUGATED ~TEEL . I ,I
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I 11 I 152 I PLAIN ST ~I . I . I '
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I I I RE ,~ DI IAT I
I 12 I 52 I CULVER E I . I .
I----I--~:~:_::: ---------------------I::~--~:~:-:::--I------------
I 13 I 193 LAi~L~bN~~~T~IAMETER, IAT . I ,
I I LIN. FT. CULVERT PIPE IpER LIN. FT. I
I____I____________I______~____________________I_______--______1______------
I I I GRAVEL BACKFILL FOR IAT I
I 14 I 22 I PIPE BEDDING I . I .
I----I---:~:_:~:--I---------------------------I~;~--:~:-:~:---I-----------~I
I 15 I l89 I WATER I. I . I
I I MGAL, I I PER MGAL. I I
!----I------------I---------------------------!---------------!------------!
*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE,
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
POINT WHITNEY ROAD, COUNTY ROAD NO. 275908, M.P. 0.00 TO M.P. 0.83,
STA. 76+00.00 TO STA. l24+52.30, AND BEE MILL ROAD, COUNTY ROAD NO.
273408, M.P. l.45 TO M.P. 1.63, STA. B 0+00.00 TO STA. B 4+50.00,
IN JEFFERSON COUNTY,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND TI'lE METHOD BY SCH PAYMENT \nLL BE
HADE FOR SAID WORK IS UNDERSTOOD. THE UNDERS - ,REBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN TH' ' EMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY IN ACCORDANCE WITH
THE SAID Pl.ANS, SPECIFICATIONS AND CONTRA " HE FOLLOWING SCHEDULE
OF RATES AND PRICES: ~
(NOTE: UNIT PRICES FOR ALL ITEM~' ~NSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. AL S MUST BE TYPED OR ENTERED IN
INK. )
I I~~ I QU~~TY I DES ITEM PRI~~ U:1T I TOT~~ I
I-:--I--::::-:::--I-:::::~ ~---::::-:::----I-------~----I
----I------------~~~~---~------I~;-------------I------------1
I-:--I----~~~~-~;::_:::_:~::~::_---_I:::_-~~-=~----I-------~--"-I
I I I ROADWAY EXCAVATION IAT I I
13 I 17,264 I INCLUBINGHAUL I . I . I
I-___I___:~:_:~:__I______--------------------_I::~-_:~:-:~:---I------------I
I I I STRUCTURE EXCAVATION IAT I I
4 183 Cl.ASS B . I .
I I CU. YD. I INCLUDING HAUL I PER CU. YD. I
!----!----~-------!---------------------------!---------------!------------!
*~ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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'COUNTYOFJEFFERSON;"STATnnIASHINGTON'
BID TABULATION
------------------------------------------------------------------------------------------------------------------------------------
PrDjed:Porn{'WhitneY'Roaif"';-B'oil"iUrRiJad;-'CROS2B'''''''T--'''--'---..-..[,..,'-'-----....,..--'-"[ ---, ..-...."1"'" -- 'T' ,-, - '--[
:Seton Construdion, Inc. :K.S.C INC. :OELHUR INDUSTRIES, INC. :ACE PAV[NG COMPANY
: ENGINEER'S ESTIMATE :4640 So. Discovery Rd. IP.D. BOX 60B4 14333 TUMNATER ACCESS RD. IP.D. BOX 4100 WYCOFF STATt:
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: I I I PORT ANGELES, NA 9B362 I :
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:NO. IQUANTlTY I :UNIT PRICE I TOTAL IUNIT PRICE I TOTAL IUNIT PRICE I TOTAL IUNIT PRICE I TOTAL IUNIT PRICE I TOTAL
II "1-".. --1'" I. L; S;": llOBItI1ATIDN'--- ___n___ --'Tn 9'; B75':6I>nI8 ;875':6.' ,'5';0011.00 T-'5'; DOO;'OOT'1 6 ~BOO; 001""16,800;00" i-Sl7 ;000 ;00":-517; 000-;-00 . i-'I 0-,-000; 00 -:'n 0 ;000;00["---"
: LUMP SUM I : LU"P SUM [ I LUMP SUM : I LUMP SUM I : LUMP SUM I : LUMP SUM
1----: ...---------1-...----: ----------...---------..-------------- t ---....--...-...--1------------1---------...--1-----...----.....1------------1--...----...----1......---..............--\...-....--...--.....-1-..------......--...: ..------..----:
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I '..2.: ,,'" 5;68IACRES-ICLEARING-'ANO-SRUBBING-'--""'-'-"': "".3,100; 00' :"$17;608;00 :-'-.......0;00':.'. ,.. -SO;OO-:'" S3,500; OOT.[ 9~8BO; 00' r -'.I';000;00T-SS;6BO; 00 .:""'..SZ;500;00'T.14,200;00'1
I ACRES I I ACRES ACRES ACRES ACRES : ACRES I
-: " 3: ,- 17,264 T'C;'(;..:ROADNAy-EXCAVATtDN~-IRC[UDING'HAUl-r--S'f;l)o-rl/jq-;oso';OO-:-----$2;00 T 134;528;00 r----n;00-r-.34,52B;Oo-r....' ""'S2';on -$45',404;32' r-'h--S3~OO T.51 ;792;00'r----" ---,-,---
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1 6 I 4i223iC;Y.[BAllAST '" ""'-'''''- ,," '''1''-''$6;00' Tm;m;M'I"'" "'$6',0'0" r-f2S,33B:OO'T .." "fS;70"'[ m;D1I:lor -.."'fr:SO" rm,612;Sn '..----n;ODTf33;7B4;O'O I
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I 7 I Ij641.'rc;'(;-:CRUSHEnURFACINGTOnOURSE--" '-'["..-m:_O'O'Tm;'m:O'O'..r-'-..ng;oo, [m~538;'OOl" '-lI1;30 1-S2B',399;3D'r--..nS;3nm~I01:-30T'-----m.-OOT$W,-6q~;OO'.:'--.-..,..'--,
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l B I BO 1 LF.1Cl: tIIREINF;CDNC.[ tSO.O'OTn;O'O'O':O'OI "'$40:O'O'TU;2DD:00TW.OO'r"f3',200:00T"'$9O':O'DTf6'j400;O'n' ....m.O'n.2;4DO;OOlu
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[ 9 1 ,. 56 T L';F:\ INSTALL; 24"UIAHmR,Pl~INSTm r'm:_ODT"'f;m.DO'r'--ns:DDr--mD;O'O r-" '$24:00'r'll~344'.DOT-' l2D';Dn '''If;12o.DDT''' --sKD6' T-n~3ff:O'OT-'-'-"'''''--''
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1 to : 30'" J' LF. fREHOVE';"'''lB' 'D'IAHElER;-'CORRUSATED 'I "$2.'00' r - v'no:'OO--'I""'--""""$~'a~'''I.,,--,.,..t156'~'OO'''I' $10:00'1-' '. -'-t30'O'~'OO 'I'-"-'-~-' .--.~~~OO.-I..._..''''-t.1S-0.;.OO.~1 - "'--'-'tS';oo'-r--'---lT50:'OCfT .-.--,.-- -....-.---
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I 1\ [ 152 I L,F. IINSTAlL,lB' UIAMmR; PLAIN STEEl' [ -m;DOI-"3;800;DO'T--'112~'DOrll,B24;DD' 1" , 117;-O'o-I'-"2;S9f.DO' ["'n5';OO'T'U~28D.O'DT..'--'fn;;DDT-f2~43Z,WT
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1 12 1 52 IL.F. IREMOYE, 12' DIAMETER, CONCRETET"-'$2,OOT'-'U04:DO"f''''fS:_ODT''mD.DDI '" 'UMD I'. '. mO;DOI 's~.Dnf2bO';'OOr ,', "U:OOI' '.ISb~DDT
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I 13 I 193 Il.F. IItISTAll, 12' OIAMETER,PlAIMT m.D6! n;925;O'OIIIO';-oDr$1,930;D61 .",.. 111:50'.3;317,50': "m;6fT't~;a~5;OO-T'..m_;_OO..['..$2;56~;60T
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1 14 [ 22 1 C.Y. IORAYEL BACKFILL FOR PIPEBEDDIMO" IU5';DO:'$336.0DI $5',0'0 IlIID:DOr'126';'OOT'$44O',D6T' .26;001.440';601 '..' '$26;60 ('-"-4'10,0'61""'"
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BID TABULATION
'Projecti" Point WhftneYloilr:-Seeiinnfo-id;"CM52S-
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ISeton Construction, Inc, lK,S.C INC. :DELHUR HlDUSTRIES, INC. lACE PAVING COMPANY
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i I I lPORT ANGELES, WA 98362 I I
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:NO. lQUANTlTY : lUNIT PRICE : TOTAL :UNIT PRICE I TOTAL iUNIT PRICE : TOTAL :UNIT PRICE : TOTAL :UNIT PRICE TOTAL
t ----1---------- t ------1---------------...---------------...---1------------1------------1------------1------------1-----..--....-..:--..----..--...-(-..----------: ----..-------: ---..--------1-----..--....--1
; , 15T-'-'--ISnM5Al:.-'illATER---------------'-'-'T-'- - Sls;'OO ..' S.,83,;00- :---'S20 ;00-1"'- S,;780;00-1 -" '--II O;OO'''''S r; 890~00'.' 1"---$20; 00':-' S3';780; 00-1' -" -,- S 15;'oo-rSZ; 835. OO'T -"
: I "SAL.: I I "SAL. : "GAL. 1 "SAL. ( "SAL. : "GAL.: :
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:' 161 "-340': '[; F;'-IRElfDVE-FENCE'-----"--'-'--'--T--'-$O'.6TT-..-$227;80T---n;50T-"-mO:00- r---'... $r.5(n"-$5TO;00 I"U;OO" r ' -mo; on-'-'-' ---$2;001" ' '$080;001
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': 'IT 1 "250'T'[;F;-tTNSTA[L"'FENCE,-CTYPE'Zr--'-----I---$Z';0U'T-$50f.'U1f['"'---$3';00-1-'-$750':00'1"--'-$4;00' 1-$1,000':00-1"" "$3;00-1-'$750.00' '1'''- ." 'f1l.-00T"" $3',000: OOT
'I I : UN. FT. I I ( LIN. FT. ( I L1N. FT, I I UN. FT. I I LIN. FT. I 1 LIN. FT.: I
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: 18: 1,3I1TL.F;-iREMOVONU"REP[ACnENCE;-lTYpE'2r r'---"$Z,6TT-f3;500:37 : '......$3;50T..'$f,588;50'i -" '$3,30rmn;326;3n -"'-$2.00 ['$2;622';0'01" '$6:0'01" $7,866;00 1
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.. r-19'-(- ,. -"137---r'"L"F;-rREHDVrAND-REstT-c-A'S[rfENCE-------r"'.--.--.-f2:.&7-.T.---~f3'b5;7'1T--._....-.3":.oo-r--.-$:rrr.-O-O--T'.~-.-- "'.-'$8~ 75 . r '''Sf;199:-7S' .:-.. . '---.3: 00- '.l._..'-.-$~-n-~-oo-T"'.-'-- "'lS;Ot'f -I" "-$685~'66''''1 -- ~'" ....-.-- ....-~, "
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: '20: '66 TL:F;mIREMDVE';'BEAMSUAROmC ''I'' "$3;'Brr $251';'4. 'I '-'-$3';-oO'T"-SI90;00 r.' -. $3;00 T-"-fI9B:Oo- 1"--$6:3o:-m5~Bn-" -'$2;001' m1~00 I
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r 2(': .150" n:F;": INSTALr;BEAH'SUARn-RAIL'(TYPEWT" -, -SlO:OOT "$T;500;00-r---f30'~00T-$4';50D;'OOT "113.00 I" $1';950';00 1"'..'..t31f;On-l4;5O'0:Oo--!"-'..-'-m;'OO'T'$Z;250;'OOT '
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I 22 I 21 E'ACHIINSTALL,8EAM 8UARORAIL : '$400',00 I .'$BOO;OO I ,. t400', 00 I '-'S800;00:$350.00\- -$700;00'1 '$400;00r"-uoo;00r-"-nDO;00TU,OOO;001
1 : EACH I : ANCHOR lTVPE I AL T.l EACH: I EACH I : EACH I EACH: I EACH i I
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1 23': "". T TEACH"':RE'HOVE"AND" RESEr; -STATE" SHELLFISH '-1'-'--$150;00-;' -'-'lI50-:DO T.' '-$100;'00--:" - '$100;00'1"-$250';00 r "$250'; 00-1'--- $200;'00 r - -$200;-00- 1-"--'f5oo: DOT '" $500;00' I"
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: 24 IN.I.C. 6401 'TONS'lTlID'l2rSHOTST;O;S;T; TNOTIN 'I' NonN'-..-'r-NOTIN"" I 'NOnN'"!' NOrIN'--I....NOntf -r'Nor IN' -'rNonlf ['NOnN" r Nor IN I
: : TONS: INOT IN CONTRACT, TO 8E DONE SY OTHER I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT :
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I 25 IN.U. In mH ISE1CENTERLINE'HONUHENTS'- ,- rNOTIN '-T-NOTIN'-"r"NonN--T-NOTIN-T-NOrIN "{-'NOTIN ,', ['NorlN r-NOr'IIf"{-NDnN'- T NonNl
: I EACH I INOT IN CONTRACT, TO 8E DONE 8Y OTHER: CONTRACT I CONTRACT : CONTRACT I CONTRACT : CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I CONTRACT I
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: 27': I : L. s. 1 TRIHHING' ANO cLEANUP ,./ '1,500,06',.' $1;560: 00'1 '$506, 00:$500;15ll-I'TI;1500.001 'tl;06ll;00' '$',00'0;00" rn;oO'o';6oT- 'i2;oifo;oo :' "$2;ooo;ooi
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I 28 : 2 I C.Y. IHAND PLACED ENERBfOlSSIPATOR 'I m.OO I 'SBO.OO I' '..,., .~OAOI $166;60T-"100.061..' $260;00'1 " 'm;oo-: --m6:oo 1'-noM15 1$266,'001
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BIO TABULATION
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ISeton Cllnstruction, Inc. IK.S.C INC. 10ELHUR INDUSTRIES, INC. lACE PAVINS CD"PANY I
~___ _____ ---. ENBINEER '5 ESTIKATE : ::~~ ~~~n:~~~~v~:.s.611-;~E~RE:~~r~:~;-9353{----;~~~~~~~}~~CESS_~~:;R~~~~:N~~~~_S~~!;_,___,
i 1 IPORT ANGELES, NA 98362
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INO. ;IlUANTITY ; iUNIT PRICE 1 TOTAL WNIT PRICE I TOTAL WNIT PRICE I TDTAL WNIT PRICE 1 TOTAL :UNIT PRICE ; TOTAL I
1---1----------1------1---------------------------------1-..----------1------...----1..-------..-...-1----.....------ t ------------1------------: ---------..-1-------..-....1--..------...-: ..--....-------l
- 1'2'1..:niOOO;OO-r-EST;-:ROADstD.ttEAr;up-----r--~Oo-r-'sr,ooo;_OIl,fr;OUO-;'Oo-r-n;oolT;oo--;-n.,ooo;OO'-:- fr,uOO;oO-,fr;OUQ;O'o--;.r;OOo;1Jl)" :--fl"OOU;'OO-:- fr;OoO:oo' :-' ,- -----,-
; I ESTI"ATE I I : ESmATE : I ESTIMTE : i EsmATE 1 I ESTlMTE I 1 ESmATE I
1----: --..-------: ---...--1..-....-...---..------....--..--..--....--..--..1--...-...---..-..-1--..-....---......1..--..........--.......1-......--....----: -..-----....---1--..-----..-..- t ------------ t ______.t .....-....:....-.....-.....--....-1---....---....--1
"';-30"1'-" -1",000" IHOURS-ILABOR- FDR-TRnmc-cONTROL----- .-'-$2(1.00 j'-f2o-;000;On---f20;00"n21rj000;On-"--- fiB ;73-nll1;73o; 00'.--f2(1.0O"1 -$20;000; 00"[----'-'25;Oo_r" f25,OoO; 00" r'
: HOURS I : I HOURS I I HOURS i 1 HOURS ; I HOURS 1 HOURS :
:----1-----....--..1---..-1---..---..--..-..---..-..-----..------..-.....1--...---..-----:.....-..----....-..:.......---.......-..-1---....-....-......1--............--..--1---...-----.......1---...--..--...-..1----..-..-..--1................-............1--.........-...........-...1
-"r3r-"rn--.-t-:-cs;-nmrHTENANCr-ANIIPROlETIUN ; n;l)Oo:uo-l.,Z;OfJO"~Oo_T-SS;O"OO;OlJ"I--f5~OOO;OO..,.-$T',OuO;O"O-i-n~"OOO~" Oo-T--$J;OOO;OO-':-$~'OOO ~"O-O~T-- -$5~OOO-;"OtJT-$~"OOO"..OO-I- ~. ..---------~"--
1 LU~P SU" 1 10F TRAFFIC I LUHP SU" 1 1 LU"P SU" 1 I LU"P SU" 1 : LUKP SU" 1 : LUHP SU" 1 :
(..---1...-...--............: ...-..........1-..........-.................--...--...-.......--.......---..--..1---....--...--.....:...........--....-.....[---...................--1-......-..-........-..1.......................-..:...-..-...--..........-1..-----....-..--: ........---..-..-....1..--.....-.....-.........1....................-.......1
l"3n---" '-55"1'S; F ,-- I CONSTRUCTIDll-SIGNS"C[ASS'A-'----- r-- -$7;'Olr'1' --m5:0o-'l-".I~;00-r--...550:'OO- r -'--"'B;-OO'I-'-'nlO;OO -r--- $5;OGT'''- f27s:GGr -----'$6: 50'T'---m7; 501-....""
: I SO, FT. : 1 I SO, FT,: 1 SO, FT, 1 I SQ. FT.: I SO, FT, I I SQ. FT. 1 1
1..--..1...--..-.....--.. t .........--1...--..--....-..---....-.....---....--...........................1........-..-...-.....-..1-....-......-........-1......-..-..-.....--1..................---....1-.....-............-...-1..---...................[..........-..--...........1- ..-.....-.....-......t....-..!..--..--......:.....-...----....-..l
"r-3n--'---r05TEAClrlFl:mBLt!lUIDtPIlST-----l-'--t2o.0'0- i.2;'I~G_;_On---m_;_l)'o-T-f2;o2r.GG-I---f2:r;GO -['-"2;415:00"1"-'-'$23':50"1"-'$2;407: 50' [-'---'1.:00"'[ "$[;600'; 00' -1''''''-' -"
,I 1 EACH I : 1 EACH: 1 EACH; I EACH: : EACH 1 1 EACH 1
1..-.....1----............:-...........1..--....-................................---..---...-.....-........1......-...............-..1......--..-..-----1-......-..................1....-...............-....1....-..--..-........1-....-..--..-.......1...-....---..-.......1--.....-.......---...1....--..-..-....--..1-..--...........---1
I '34" :-- ..--,-"" n-L:S;-'[PERKANENT'SrBNIKB'---------1-'$BIG:57"--' -.9rO':57T-fI,SO'G: I)'n-f1~'5'O'O';O'O-I--f r;GGO';O'O'-r- $ 1';00'0: 0'0'-' r--fr~26G:O'O' "'r-f 1';'260";0'0"'1 '-$3;50'0';0'0"" 1"$3,50'0': 001- ,
1 I LU"P SU" I I 1 LU"P SU" : : LU"P SU" I 1 LUHP SU" 1 I LU"P SU" : I LU"P SU" : I
1----1----------1------1-----------------------------------; ------------ 1 ------------: ------------1------------1------------1------------ 1 ------------ 1 ------------1-------------1 ------------1
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: 1 CU. YD. Iii CU. YO. 1 : CU, YO. 1 1 CU, YO. 1 1 CU, YO.; 1 CU. YD. 1 1
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1 36. I 2,0'96' rs:Y;' fRE"oVlNSASPHALnONCRETEPAVE"ENT' r-'--"-f2;50 r".5~~I5:Gn..-'-"fr:GO'T-f2~0B6-;-o,O'-r-"--'.O';7oT'-1l~46O':2O"r-"--n:O'n'-f2;'Olf6';OG."'''''' 't.;5O'T-f7 ;30'1:0'0-'1" ' , ,,- ....-,'--
1 I SQ. YD t I i SO. YO 1 I SQ. YD I 1 SO. YD ; ; SQ, YO : I SO. YD i I
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PAGE 3
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RECORD OF BID DOCUMENTS
Project
Neme
Pt, Whitqey Rd. and Bee Mill Rd.
Praj... CR0528
No.
~~ Bruce and Tom
Me_
Am', nq'd per N' S 25.00 fee l!JdepOIi.1!]
Phone 168 & 173
eld.
Must Mtl be returned? ~
FEE OR DEPOSIT DOCUMENTS ADDENDA ISSUED
DATE FIRM NAME 110 ADDRESS NAME OF INDIVIDUAL RECIPIENT
OF RECIPIENT TELEPHONE NO. OF FIRM ,. " DATE DATE NO. 1 2 3 4 5
ISSUED l: SET NUMBERS
, (L.egeI Add.... 01 Finn' Sir., _,.a) llnclude AI.. Cad..l AMOUNT ti .3 REC'D RET'D SETS 6 7 8 9 10
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5/10/89 Corom-Exco Const" Inc. Elsie 25! 00 ~ 1 10
P.O. Box 461 757-1222
Burlington, WA 98233 ,
i -0 '5'/~J X
i/11/89 Ace Paving Co. Inc. 373-9663 25100 ~ 1 ,11
Box 4100 Wycoff Station
Bremerton, WA 98312 I ::::
Inc., General Contrac I ,.. X
KSC, or
5/11/89 P.O. Box 6084 Gordon 251 00 ~ 1 12
Kennewick, WA 99336 (509) 582-5826
Traffic Safety Supply 25100 In ,-/.".2.- X
5/11/89 Rick Whelan S 1 13
2324 S,E, Umatilla I ~
portland, OR 97202 (503)-235-8531 I 0I-
I _..r. , I I "I Y
/, ~' /1'" ", ' "'-1"",' /,.;,,,,, '/t " 'j') I
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5/15/89 Coral Sales Co, (503) 655-6351 25100 1 15
p,O, Box 577 I
I
,., oc.k~OR. 9"'" 0 no.,., I 'f..
5/167/89 FURY CONSTRUCTION LAURIE BERGSTROM I 5/17 1 Ifp
I il
P,O, BOX 1198, NO, BEND 888-1596 25 I -
^^^ .
Stan Palmer Const" Inc, I ~ ~~ 1 17 IX
5/19/89 Gi'ng'er ;,"1- ~
P,O. Box 2057 692-6526
Silverdale, WA 98383
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RECORD OF BID DOCUMENTS
Project
Nome
Pt. Whitney Rd. and Bee Mil1 Rd.~~Kt ~RO ~'8
Project
....... Bru ce and Tom
Am'Ir8ll'dper..S----- ... D~IID '
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FEE OR DEPOSIT DOCUMENTS ADDENDA ISSUED
DATE FIRM NAME. ADDRESS NAME OF INOIVIDUAL RECIPIENT
ISSUED OF RECIPIENT TELEPHONE NO. OF FIRM ~ 6' DATE OATE NO. t 2 3 4 I;
, \LogoI Add.... of Finn' S"M' Addllal IIncl_ A'" Cadltl AMOUNT .5 REC'D RET'D SETS SET NUMBERS 8 7 B II 10
I . ,
WSDOT Support Ser, Cen er 1 1 'j
5/4/8,9 315 22nd Av, S, Kirby L, Collins I
1
Seattle, WA 98144 1-800-637-8488 I
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5/4/89 P,O, Box 11105 472-4476 I 1 2
Tacoma, WA 98411 I
(A . G . C . ) I 1 3 Y
5/4/89 1200 Westlake Av., N, , S, 310 I
Seattle, WA 98109
si" ;;~ ::4~,~~ ~ Ol$".~ I~ r oj
~~O )/,' , .3'JS-~ O;J./~ I
~:~IJ,A....tLY I '~
Lakeside IndustrieB Cathy 25 bo ~ x:
5/8/89 P,O. Box 728 1 5
Port Angeles, WA 98362 385-4974 I (
De1hur Industries, Inc, 25 bo I~ 1 6 X
5/8/89 4333 Tumwater Access Rd. Tim Holtt I ~
p,O, Box lll;' D A "M 457-ll33
I Iff: X
Petersen Brothers, Inc, 25~0 ~
5/8/89 2008 East Valley Ilwy Arlene 1 7
Sumner WA -;;,,;on' 833-2544 I Il:::
Coral Construction Co, I :;/;.'( 1 8 X
5/8/89 13236 N,E, 177th P1 25to ~
Woodt~..f"a t./A nDn?~
A9sociat~d Sand & Gravol :0" Inc, I i:l h )(
SUAlln 2 toe ..0 1 9 .
5/9/89 6300 Glonwood Avo, p, 0, E K 2037
Evorott. WA 98203 532-5220 I
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NOTICE TO CONTt' DAS
CAll fOR BIll.
POINT WIlITNEY ROAD-BEE MILL ROAD,
C.R.O. 528
Notice is hereby given that the Boord
of County Commisioners of Jefferson
County, State of Woshington, will
receive sealed bids up until the hour
of 10:30 a.m., Monday, May 22,
19B9 at the office of the County Com-
missioners, Courthouse, Port Town.
send, Washinglon, 98368, and will
be then and there opened and read
publicly after that date and time for
construction of improvements to 0.83
miles of Point Whitney Road, County,
Road No. 275908, M.P. 0.00 tOi
M.P. 0.83, and 0.18 miles of Bee i
Mill Road, County Rood No.
273408, M.P. 1.45 10 M.P. 1.63,
C.R.O. 52B, in Jefferson County, be
grading, drainin9~ and various other
work as described in the contract
documents.
Maior items of work will be, clearing;
o!,d,. _gr~b.bi~g,. ~roding, draining"
surfacing~:' 'culvert:,:removol and in- \
st~II""j,,!~,,\!,,,mHilJ .ar!~i!!'$ialling,
fencing, removing 'ana" instolling:
beam guard rail, flexible guide i
posts, permanent signing, seeding!
and fertilizing. '
Bids shall be submitted in accordance
with the plans and specifications on
lile at Ihe office of the Director of
Public Works, Courthouse, Part
Townsend, Washington, where
copies may be obtained by
depositing $25.00. The deposit will
be refunded if Ihe Plans and
specifications are returned in good
condition wilhin 10 days of bid open.
ing.
Each bid shall be accomponied by 0
surety band," 'postiir';,;oney"order;'
cash, cashiers check or certified check
payable to the Treasurer of Jafferson
county in the sum of 5% of Ihe bid
amount, 10 be forfeited to Jefferson
County by the successful bidder If he
foils to enter inlo a conlract and file
an acceptable surety bond in Ihe
amounl of 100% of the conlrad price
withIn ten (10) days of the award.
The board of County Commissioners \
reserves the right to reject any, and
all bids, ond to accept the bid deem-
ed most odvantageious 10 Jefferson
County and to wolve all Informalities
in Ihe bidding.
Jefferson County in accordance with
Title VI of the Civil Rights Act of
1964, 78 Stat. 252, 42 U.S.C.
2000d to 2000.4 and Tille 49, Code
of Federal Regulations, Department
of Transportation, subtitle A. Office
of the Secretary, Part, 21, non.
discrimination In Federally assisted
programs of the pepartment of
Transportation Issued pursuant to
such Act, horeby notifies all bidders
that It will affirmatively Insure that in
any conlract entered Into pursuant to
this advertisement, minority buolness
enterpriseo will be afforded full op.
portunlly 10 submit bldo in reoponse
to thlo Invitation and will not be
discriminated ogalno' an the groundo
of raco, color or national origin In
consideration lor an award.
Dated this ht day of May, 1989.
BOARD OF JEFFERSON COUNTY,'
COMMISSIONERS
George C. Brown, Chairman .
10395.17
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Affidavii _ ( Publication
STATE OF WASHINGTON)
COUNTy OF JEFFERSON) H
fRANk. W GARRED. beiFl9 sworn s h h
Ih!' !'"rl T ownsend/Jeffenon Cdun~YS e IS.' e publisher c.f
newspoper which has been euobl h Y. leadtlr. 0 wee;"y
longuog6 cnd circulaTed conljnu~~ fd. publ,shed In .he Engl.,,,
.n lhe lown of Port Townsend' ,~t os 0 weekly neWspOpt'f
general clrculallon in so"d . In so; cuM)' and Slole. lJnd for
pnor 10 the dOle of the f:r!/;~~;i~o~r mOre Ihon S~ll (6) manila
lached, and Ihol the said PorI 011 0 rhe NOllce herero 01.
leader was on the 271h doy of Jun~O;~nltnd/Jefferson County
newspap~r by the Superior Courl of s .~ I ffproved as 0 legol
Ihal anne~ed is 'rue copy of 'he 01 a aHon Counly, and
Notice to Contractors
Call for bids
Point Whitney Road-B M;ll
Road eRG 528 ee ~
~~~ ~~i~o~a~u~~~e:':;tU,'~;r~ndl el ntire iH~e 01 said paper il!elf
o or 0 period of
thr,ee
consecutive weeh, beginning on the
3rd
__ Joy 01 _ __J1.9Y'.
19,,89
and ending on the_,!2_~_~ay of _.__~,~'1____
19~.~_____, and thaI said news 0
10 il! subscribers during all of t~i' Ppe:r~d~ ~eh~~I~~~ f~;;'~i~~~en~
01 s 20_3.,50, ho. been 'd' I I
pe' column Inch 10~..- . pm, 'n ",U,I'_O', ',he ,
m.e'''on,
m ,,-_" _,_ , -.4- tJ,
Subscribed and swom tl', beforo mo this_l_?~!:tday of
May .1989
~~~~
Wast'lIng,Of!, residing at Hodlod,
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RECEIVED
MAY 311989
JEFFERSON COUNTY
PUBLIC WOR,KS DEPT,
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STATE OF WASHINGTON. KING COUNTY
14940
~e~ferson County
Jefferson CO;
, ROad project '
", Bid Dato, May 22 ..
NOTICE ,TO CO
CALL FOR ",
POINT WHITNE AD- "
BEE MILL ROAD, . R; O. 528
Notice Is 'hereby given, that'
the, Board of County Cornmls- i
sloners: . County,
State of nglon, wlll re-
ceive se cIS up until' the
~.:'i 2~~ th:'.;lfl~ogtf?.;
County ommissloners, Court-
house. Port Townsend. ,Wash-
~':,'1fo~h::6':;p~~~dwl~~,,~:~
!\%,~Icl~ra:~~';t~.;'t\o~at;f ~:l,~
~rovements to 0.63 miles of
R~~nJ .~~I~~~906~~~P. ~?o'bn\~
~M;'Ifi~::'dan8guh~~IA"c:'a~f ~~, :
273408, M.P. 1.45to M.P. 1.63 ',C ')
R. 0.. .28, In Jefferoon' County,
~KrlJlJ:gl6'fr' w~~~~~13~;;I'1,~~
in the contract documents.
Major Items of work wlll
be, clearing and grubbing,
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}~';,~I~~~::1g~l~n~~~sl\;,JH.'lF-:
1':.~d~e~':;'st~Uard ~~~!
fng, seeding 0 ert z ng.
Bids sholl be submitted In ac-
cordance with the plans, and
~r.,'i,"I~~c~~gnM::cnl: g! ~bYl~
Work. Courthouse, Port Town.,
send, Washln~onb where CO~leSI
~~~08.e~Jad~~~slr ~fllog~ I;:,~
funded If the plans and specl.
~~cA'dIW'o"n ~Yti~l'~uI'J'~~isn of'l,~~
oPfgJ~g. bid shan be accom.1
panled by a surety bond, postal I
~~~~Yor ~~~fi'i'lea~~~ckcg~~~'lii: I
to the Trensurer of Jeffenon'
County In the sum at 0% of the
~~1t:~g::n&0~0 t~e 60rtt'll~e~u~~ :
cesstul blddor.? he fa)l.to enter
Into a eontrnct and tile an
~~~e~~bJ? l"o'lr,R;~f ~~~~o\.:'tr~~~
price Wlllrnn ton (10) dnys at thol
nward. '}' e board of County
Commlss ~mer. . rOlerVOI t~o
~\l'3\~0 ~:~\ ~?!o 'b~~ aJ1.:J,o'd
most advantogeoulto J1lfe:-lon
~~~m~ ~~~ht:b'fJ'Jrnell~ I In Ol'
, Dnte~ thll lit day at May,
IO&06ARD OF JEFFERSON;
COUNTY COMMtSSIONl:RS.
S:~3~aE~. BROWN,
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-58.
No.
Affidavit of Publication
The undersigned, on oath states that he is an
authorized representative of The Daily Journal of Commerce, a
daily newspaper, which newspaper is a legal newspaper of general
circulation and it is now and has been for more than six months
prior to the date of publication hereinafter referred to, published in
the English language continuously as a daily newspaper in Seattle,
King County, Washington, and it is now and during all of said time
was printed in an office maintained at the aforesaid place of
publication of this newspaper. The Daily Journal of Commerce
was on the 12th day of June, 1941, approved as a legal newspaper
by the Superior Court of King County.
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Thc notice in the exact form annexed, was published in regular
issues of The Daily Journal of Commerce, which was regularly
dislributed to its subscribers during the below stated period. The
annexed notice, a
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was published on
05/04/89 05/09/89 05/16/89
The amount of the fee charged for the foregoing publication is
the sum of $ , which amount has been paid in full.
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JEFFERSON COUNTY-CITY OF PORT TOWNSEND
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION
WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58)
PROPONENT:
JEFFERSON COUNTY PUBLIC WORKS OEPT
DATE ISSUED: January 25, 1989
CASE NUMBER:
XMP89-0004
ARMY CORPS PUBLIC NOTICE: N/A
PROPOSAL:
portion of
surfacing.
aquis;tion
The project is to improve the Point Whitney Road and a
the Bee Mill Road by widening, grading. draining. and
Horizontal and vertical realignment and right-of-way
are also included in this project.
The development is proposed to be within Hood Canal
and/or its associated wetlands.
LEGAL DESCRIPTION, The site is described as being on the western
shore of Dabob Bay at Point Whitney within Section 7. Township 26
North. Range 2 West. WM.
FINDINGS:
1. The proposed development ;s found to be consistent with
Subsection 3.402(4) of the Jefferson-Port Townsend Shoreline
Management Master Program. It is normal maintenance and repair of
an existing lawful structure.
CONDITIONS:
1) This approval pertains to Jefferson-Port Townsend Shoreline
Management Master Program requirements only. The approval of any
other agency with Jurisdiction or any other required permits shall
be obtained prior to undertaking the project.
2) Work within the Jurisdiction of the shoreline program other
than described above shall receive separate review and approval
from this office.
3) No fill or other material may be placed in the waters or
intertidal areas of Jefferson County or the City of Port Townsend.
NOTICE: This exemption does not excuse the proponent from
complying with other local. state. and federal ordinances,
regulations. or statutes applicable to the proposed development.
~-~-A{.~O' P,.OO",-----------------
XMP89-0004 ~s W. frm_007a
Jefferson County Planning and Building Department
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E., County Engineer
DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POLICY ACT
DATE:
January 23, 1989
DESCRIPTION OF PROPOSAL: Point Whitney Road Improvement, CR0528
PROPONENT: Jefferson County Department of Public Works.
NOTICE OF LEAD AGENCY: Jefferson County is the lead agency for
this proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that
the above described proposal would not have a probable significant
adverse impact on the environment and environmental impact
statement is not required under RCW 43,21C,030(2)(c). This
decision was made after review of completed environmental
checklists and other information on file with the lead agency,
COMMENT PERIOD: This determination is iasued pursuant to WAC 197-
11-340(2), Jefferson County will not act on the above described
proposal for at least fifteen days from the date of this
determination, Comments must be submitted to the Jefferson County
Public Works Department, P,O, Box 1220, Port Townsend, Washington
98368, by February 7, 1989.
{!.. :'.:)..-?-e<'-t:.<-^->-"---
County Board of Commissioners
xc:
Washington State Department of Ecology
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Health Department
Point No Point Treaty Council
Port Townsend - Jefferson County Leader
Jefferson County Planning Department
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P,O. BOX C.37!S!S ~,',,- s:.- if.... E'~_-, ~ ~..l7 E D
SEATTLE, WASHINGTON 98124~22SS rl P.::r.m ~ _--., lJ 'Wi
1III1~l.VTO
ATTENTION 0'
MAR 3 0 1989
APR 3 j989
JEFFERSON COUNTY
PUBLIC WORKS DEPT
Regulatory Branch
Mr. Robert G Nesbitt, County Engineer
Jefferson County
Post Office Box 1220
Port Townsend, Washington 98368
Reference: OYB-4-012716
Jefferson 'County
Dear Mr. Nesbitt:
Your agency applied for the above referenced Department of the Army permit
to place fill in approximately 0.18 acres of isolated wetlands for the Bee Mill
Road-Whitney Point Road near Quilcene, Jefferson County, Washington.
Department of the Army regulations dated November 13, 1986, authorize
certain activities under nationwide permits. Paragraph 330.5 (a) (26) of these
regulations authorizes discharges of dredged or fill materia1'into nontidal
rivers, streams, snd their lakes and impoundments, including adjacent wetlands,
that are located above the headwaters (where the average annual flow is less
then 5 c.f.s.). Similar discharges are also allowed into other nontidal watera
of the United States that are not part of a surface tributary system to
interstate waters or navigable waters of the United States (i.e., isolated
waters), The discharge area must be less than 1 acre,
Bssed on the information you have provided, the proposed work is authorized
by this nationwide permit, No individual Department of the Army permit will be
required, provided the enclosed nationwide permit conditions are met.
Accordingly, the application for an individual Department of the Army permit
haa been cancelled.
Nothing in this letter shall be construed aa excusing your agency from
compliance with other Federal, state, and local statutes, ordinances, and
regulations which may pertain to this work. If you have any questions
concerning the requirements of nationwide permits. please contsct Mr, Richard
Berg, telephone (206 764-3495,
Sincerely,
L-I~
Thomss F. Mueller
Chief, Processing Section
Enclosure
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NATIONWIDE PERMIT CONDITIONS
FOR SPECIFIC CATEGORIES OF ACTIVITIES
For purposes of Section 10 of the Rivers and Harbors Act of March 3, 1899, and
Section 404 of the Clean Water Act, the following apecial conditions must be
satisfied prior to sny discharge of dredged or fill materials associated with
the activities performed under the authority of nationwide permits for specific
categories of discharges:
(1) That any discharge of dredged or fill material will not occur in the
proximity of a public water supply intake;
(2) That any discharge of dredged or fill material will not occur in areas
of concentrated shellfish production unless the discharge is directly related
to a shellfish harvesting activity authorized by a nationwide permit;
(3) That the activity will not jeopardize a threatened or endangered
species as identified under the Endangered Species Act, or destroy or adversely
modify the critical habitat of such species. In the case of Federal agencies,
it is the agencies' responsibility to comply with the requirements of the act;
(4) That the activity ahall not significantly disrupt the movement of
those species of aquatic life indigenous to the waterbody (unless the primary
purpose of the fill is to impound water);
(5) That any discharge of dredged or fill material shall consist of
suitable material free from toxic pollutants in toxic amounts;
(6) That any structure or fill authorized shall be properly maintained;
(7) That the activity shall not occur in a component of the National Wild
and Scenic River Syatem nor in a "study river" designated by eongress for
possible inclusion;
(8) That the activity shall not cause an unacceptable interference with
navi ga ti on;
(9) That, if the activity may adversely affect historic properties which
the National Park Service has listed on, or determined eligible for listing
on, the National Register of Historic Places, the permittee will notify the
District Engineer;
(10) That the construction or operation of the activity will not impair
reserved tribal rights, including, but not limited to, reserved water rights
and treaty fiShing and hunting rights;
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,I "(ll) That in certain states, an individual state water quality certifica-
tion"must be obtained or waived;
(12) That in certain states, an individual state coastal zone management
consistency concurrence must be obtained or waived;
(13) That tbe activity vill comply vith regional conditions which may bave
been added by tbe Division Engineer; and
(14) That the management practices listed in Section 330.6 of tbis part
sball be followed to the maximum extent practicable.
In addition to tbe conditions specifJ.,fOd above, tbe following management
practices should be followed, to tbe maximum extent practicable, in tbe dis-
cbarge of dredged or fill material under nationwide permits in order to mini-
mize the adverse effects of these discharges on tbe aquatic environment.
Failure to comply with these pra,=tices msy be cumas for the District Engineer
to recommend or tbe Division Engineer to 'take discretionary authority to
regulate the activity on an individual or regional basis:
(1) Discharges of dredged or fill material into waters of the United
States sball be avoided or minimized through the use of otber practical
al ternati ves.
(2) Discharges in spawning areas during spawning seasons ahall be avoided.
(3) Discharges shall not restrict or impede tbe movement of aquatic
species indigenous to the waters or the passage of normal or expected high
flows or cause the relocation of the water (unless the primary purpose of the
fill is to impound waters).
(4) If the discharge creates an impoundment of water, adverse impacts on
the aquatic system caused by the accelerated passage of water and/or the
restriction of its flow, shall be minimized,
(5) Discharge in wetlands areas shall be avoided.
(6) Heavy equipment working in wetlands shall be placed on mats,
(7) Discharges into breeding areas for migratory waterfowl aball be
avoided.
(8) All temporary fills >>hall be removed in their entirety,
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P.O. BOX C-37S5
SEATTLE. WASHINGTON 98124-2255
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1 1989
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Regulatory Branch
RECEIVED
MAR 13 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
Robert G, Nesbitt, County Engineer
Jefferson County
Post Office Box 1220
Port Townsend, Washington 98368
Dear Mr. Nesbitt:
This acknowledges receipt of your application for Department of
the Army permit for work in Dabob Bav
Your application has been assigned Number OYB-2-012716
Th is reference number should be cited in any future correspondence
re lat i ve to th is app li cation.
Your application will be processed as expeditiously as pos-
sible. You may be requested to provide additional information
prior to our completing ,action upon this request. You will be
furnished a copy of the public notice when iasued. You are cau-
tioned not to commence any of the work for 'which you are requesting
application until a Corps of Engineers permit has been iasued.
Sincer.e ly,
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Warren E, Baxter !
Chief, Regulatory Branch
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June 1988 (Rev)
(ReplAces MPS FL 203)
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMBAPPROVALNO. 0702-0036
(33 CFR "2S} Expires 30 June 1989
The Department of the Army permit program is authorized by Seetion 10 of the River and. Harbor Act of 1899. Section 404 oC the
Clean Water Act and Seclion 103 of the Marine. Protection. Research and Sanctuaries Act. These lawa require permit. authorizing
-",. activities in or .ffeeting navigable waters of the United States, the diacharae of dredeed or fitJ material into wate... of the United States,
~~ and the transportation of dredeed material for the purpolM! of dumping it into ocaan water.. Information provided on this form will be
used in evaluatine the application lor a permit. Information in this application is ID.I.de a matter of public record throueb illuanoe of.
:1:1- public notice. Di.clalure of the information requested is voluntary; however. the data requelted are neceuary in order to communicate
I-~ with the applicant and to evaluate the permit application. If' neeeuary information is not provided, the permit application cannot be
a:
<=- proceaaed nor can a permit be iuued.
~u On~ aet of orieinal dnwine8 or lood reproducible copies which ahow the location and character of the proposed activity must be
ug, V
~ attached to this application ('~e IDmple drawin,. and imtructioru) and be aubmitted to the Diatric:t En,ineer havinr jurisdiction over
the location or the proposed activity. An application that i. not completed il? fuJJ will be returned.
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enu.. 1. APPLICATION NUMBER (To b,. ..t,rwd by Co,.".) 3. NAME, ADDRESS. AND TITLE OF AUTHORIZED AOENT
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~~ Jefferson County
zt- P.O. Box 1220 AICI ) (l1..Id.no.)
;::01 Port Townsend, WA 98368 AICI ) (O/flee)
Z t-,: Robert G. Nesbitt, County Engineer Statem~t of Authorization: I hertby d..lgMte and authorize
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a~ Telephon. no. during bUllne" hourt egllnt In the proe...lna of thl. parmlt .ppllcatlon.nd to furnl__. ul)on rllQuett,
0-' IUPpl.manwllnformtltlon In .upport of the appll~lon.
Cl !::: i, AlC ( ) N/A (R....d.nu) SIGNATURE OF APPLICANT 10ATE
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:I:U' Alcf!06) 385-9160 (Omoo)
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"Zl ". DETAILED DESCRIPTION OF PROPOSED ACTIVITY
LlJlJ) .... ACTIVITY Bee Mill Road Whitney Point Road improvement. Reconstruct exist-
~ :%:1 - an
bh! ing facility to conform to state and local specifications to include 0.18
Z ,11 acre of fill in a wetland area as designated by the Jefferson County Planning
'J Department and as shown on the enclosed drawings and plans,
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,r' ' '~ To improve safety and access for the traveling public to state beach
.. lands at the Point Whitney Shell Fish Laboratory, The proj ec t extends approx-
,
imately ~ mile either side of the wetland area from the end of'S previous
0 project to the state land at the termination of the county road. The project
is scheduled to begin the first of May 1989 and take approximately 90 days
to complete.
"e, DISCHAfIlOE 01' DREDGED OR 1'11...1... MATlfIllAI.
0 The material consists of naturally occurring excsvated material from the cuts
adjacent to the fill area, Approximately 2200 c.y, of fill will be placed
in tho wetland area and will be transported via contractors hauling equipment
~ including possibly dump truck and/or ea1"th movers,
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EDITION OF AFR 83 II oBlo~nE
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5. NAMES AND ADDRESSES OF ADJOINING P( :RTY( "ERS. L.ESSEeS, ETC., WHOSE PROPe(... ~. ALSf '')JOINS THE WATERWAY
Parcel No. 528003 as per plan
Donald H. Sallee, P.O. Box 155, Brinnon, WA 98320 ~ interest.
Mervin and Evelyn Wibe, P.O. Box 68, Bisbee, North Dakota, 58317 ~ interest.
Parcel No. 528017 as per plan
L10yal R. and Mary K. Zander, 310 East Fir St. , Sequim, WA 98382 i
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a: 6. WATERBODY AND LOCATION ON WATERBODV WHERE ACTIVITY EXISTS DR 1$ PROPOSED
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~u An unnamed wetland 350' West of the N.E. Corner of the N.W. 1,;, Sec. 18,
uo: ,. T26N, R1W, W.M.
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~~ A.DDRESS; Approximate address 400 Point Whitney Road. Take Bee Mill Road from
intersection of SR 101, M.P. 303.11 LT. , 1. 54 mi. to intersection of Point
~::::; Whitney Rd, , turn right on Point Whitney Road approx. 0.40 mi. to project locat
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lJ)::> STREET. ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION ion on Lt.
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U-' 9. Lilt III Ipprowl, or cer1,flc.ltlon. .nd dan"', racelv" from Oth.r fed....I. Int.rlUt., I'UIt. or local eoencl.. for Iny nrul:tur.., canmuctlon.
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ISSUING AGENCY TY~E A~"AOVAL IDENTIFICATION NO. DATE OP APPLICATION DATE OP APPROVAL OATE OP DENIAL
'\1 Jefferson County - Determination of non-significance Jan. 23, 1989
\ Jefferson County - Shoreline XMP89-0004 Jan. 25. 1989
Planning Dept. - Exemption
Washington S ta te - Forest Practices Jan 17, 1989 Feb, 27. 1989
Dept. of Natural
Resources
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'0, Application I. h.,eby mad. for I permit or "rmltl to luthorl,. the .ctlvltl.. d-.arlbed herein. I certify thllt I 1m femlllar with thl Inform.tlOn cont.lned In
thl. eppllc.ttlon, end thet to the ben of my knowledge Ind belief luch Informlltlon I' true, campletl, end accurlte, I further cwtlfy that I IKJ..... thl
luthorltY to undlrtlke the propoMd .ctlvltl_ or I 1m .ctlng... the duly lutho,lled agent of thl IPpllClnt.
0
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,SIGNATURE 0 ICANT DATU , S'GNATUIIE OP AGINT OATI
0 Th. application mu." b. '41n.d by Ih. ",..an who dlll'II 10 ~nd"'a". Ih. propo"d actlully (appllcanl) or It may b. "tn.d by a d~/y
a~lho,/z.d a,.nl II Ih. .,al.m.nl In Blocll 3 htu bun I//I.d 0~1 and dln.d.
\..-I 18 U,S.O. S.etlon 1001 provld,. Ih,t: Who"", In Iny m,nn" within Ih, Jurlodletlon or Iny d'psrlm,nt or I"ney orTh, Unllld Stal..
knowln,ly ,"d wlllrully rl\,lrl.., conClsL., or oov". up by Iny trick, ,ehem" or de vie, I mll,,1s1 riel or mlkll Iny rllll, netltlou. or
rnudulenl .talem'nla or rlp"..ntatlon. or mskl. or UM' Iny r'\1I wrltln, or doeum,nl knowln, 11m' 10 contain Iny r,11I rletltlou. or
rnudulllll.tal,m,nl or ,nlry, .hlll b, rlnld not mall Ihln '10,000 or Impri.on,d not mo" Ihln rlv, YII.., or bolh,
Do notMnd I ",rmll proCluln, r.. wllh Ihl. ,ppllesllon. The Ipproprlll' r.. will b, lueu,d wh,n I p"mlll, luued.
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Certification of Consistency with
the Washington Coastal Zone Hanagement Program
RE: Department of the Army Permit
Application No.
Applicant: Jefferson County
Section 307(c) of the Coastal Zone Hanagement Act (CZR) of 1972 as amended by
16 USC 1456(c)(3) require. the applicant for a Federal permit to conduct an
activity affecting land or vater usea in the Waahington coastal zone to
provide certification that the activity will comply with the Washington
Coastal Zone Hanagement Progr....
The proposed activity deacribed in your permit application i. within the 15
coaatal countiea in Waahington, and the following certification ia required
before your application can be procesaed to Public Notice. Upon receipt of
the aigned, dated certification, the Public Notice vill be iaaued and vill
include the certification atatement. The Public Notice will be forwarded to
Washington Department of Ecology fo~ ita concurrence or Objection. Please
note, the Shoreline Permit determination procesa, State Environmental Policy
Act (SEPA) compliance, Water Quality, and Air Quality review GUat be completed
prior to the Department of Ecology'a determination of conaiatency.
CERTIFICATION STA'IEKENT
I certify that, to the best of my knovledge and belief, the activity deacribed
in the Department of Amry Permit Application dated l'eb. 28,. 1989 compliea
with the approved Washington Coaatal Zone Hanagement Proarall (CZH), and will
be conducted in a manner conaiatent vith that program. I have atarted the CZH
procesa by applying for my ahoreline permit or letter of exemption
frOll N/A (city/county) on N/A (date applied).
~~/#
S1gnature of pplicant
Applicant or Agent
Rnhert G. Nesbitt. P.E.
Countv Enoineer
Print or Type Name
and Title
March 1. 1989
Date
Please provide the following information about your Shorelinea Substantial
Development Permit. (If you have not yet applied, pleaae explain in the
''Remarka'' aection of this form.)
Shorelines Permit
Date applied
Number a..igned
City/County
Date approved.
Date exempted.
*Please provide a copy of the letter announcing the Shorelinea deciaion.
Remark.: Not within shoreline jurisdiction.
NPS Form 1145-4
Jun 88 (Rev)
(Replacel liPS Form 383)
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P.O. BOX C-375~
SEATTLE, WASHINGTON 98124-2255
"1l~l,VTO
Il.TTlENTIONO"
FEE I 7 1989
Regulatory Branch
RECEIVED
Mr. Thomas E. Morello
Jefferson County Department of Public Works
Post Office Box 1220
Port Townsend, Washington 98368
FEB 2 2 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT
Dear Mr. Morello:
By letter dated February 3, 1989, you requested authorization to place
fill in wetlands in conjunction with the road improvement of Whitney Point
Road, Jefferson County, Washington. You requested that this work be
authorized by our nationwide permit.
Department of the Army regulations dated November 13, 1986, authorize
certain activities under nationwide permits. Paragraph 330.5(a) (26) of
these regulations authorizes discharge of dredged or fill material into
nontidal rivers, streams, and their lakes and impoundments, including
adjacent wetlands, that are located above the headwaters (where the average
annual flow is less than 5 cubic feet per second). Similar discharges are
also allowed into other nontidal wsters of the United States that are not
part of a surface tributary system to interstate waters or navigable waters
of the United States (i.e., isolated waters). The discharge area must be
less than 1 acre.
We do not have enough information about the wetland delineation of this
site to determine if the work can be authorized by the nationwide permit.
Specifically, we need to have you submit an application in accordance with
the procedures set forth in paragraph 5 of the enclosed Information Paper
(enclosure 1). A copy of our permit pamphlet is enclosed to assist you in
making your application (enclosure 2). Upon receiving your completed
application. we will continue to process your request.
If you have any questions concerning this matter, please contact Mr,
Richard Berg at (206) 764-3495.
Sincerely
'=t~
Chief. Processing Section
Enclosures
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DETERMINATION of NON-51GNIRCAHO
AND lEAD A6ENCY STATIIS
STAll ENVlIlONMENTAL POUCY ACf
DAlI: JanuarY 23,1989.'
DESCRIPTION OF PROPOSAL: ,Point
Whitney Road Improvement,
CR0528. \
PROPONENT: Jeffenon County Depart.
ment of Public Works. I
MOllO OF lEAD A6ENCY:Jeffenon,
County Is the, lead agency far this:
proposal.
NOna OF NON-5IGNIRCAHCE: Jeffenon
County has determined that the
above described proposal would nol
have 0 proboble significant adverse,
Impact on the environment and en.,
vlronmental im:ract statement IsI
not require under RCW,
43.21C.030(2)(c). This decision wa.,
made after review of completed en.,
vironmental checklists and other In.;
formation on file with the lead;
agency. ,i
COMMENT PERIOD: This determination
Is illued pursuant to WAC,
197.11.340(2). Jeffenon County
will not act an the above de.crlbed
proposal for at least flfteen day.
from the dote of this determination.
Comments must be submitted to the
Jefferson County Public Work! i
Department, P.O. BOll 1220,Port:
Townsend, Wa.hington 98368, by
February 7, 1989. " :
George C. Brown, Chairman
Jefferson County
Board of Commission.,'.
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Aflit of Publication
STATE Of WASHINGTON)
COUNTY Of JEffERSON)
fRANK W, GARRED, being sworn, $ay$ he i$ the publi$her of
The Port Town$endfJeffenon County Leader, 0 weeicly
newspaper which 1'10' been established, publi$hed in the EnglISh
language and circulated continuou$ly 0$ 0 weekly newspaper
in tne lawn of Pori T own,end, in said County and State, and lor
general circulation in $oid county for more than SiK (6) months
prior 10 thl:t clote of the firsl publication of the Nalice herelo at.
ladled, and 11'101 the said Parr T ownsendfJefferson County
~::~;~;;rs~; t'~: ;:~~r~:( CO~;r~:f ~:i~ lie~~~;~~CdO~~I~~eagn~
Ihat anneKed is true copy of Ihe
Determination of non-
significance and lead agency
status state environmental '
policy act
Point Whitney Road Improve-
ment CR0528
as it appl'tared in the rt'lgular and entiro issue of said paper ilsell
and not in a supplement thereof for a period of
one
. conl"culive weeks, beginning on Ihe
lst
day alF,el:lI:U_Clry,. lq~~
and nndin9 on Ihe.!~.~.. day of._.~.~.~!:.~_~EY._
19 B 9. ,nnd that laid newlpoper was regularly diitribuled
to its lubscriben during all af Ihis period, Thai ,he full amounl
of S 30. 25.. . ,1'10. been paid in full, 01 the ralo of SS,SO
p"COI"mOiO~~'WI ~
Subscrjbed ond s....e'n 10 b..fnrl' me Ihis 1st,day of
FebrUary . tq89
C'-~ 1J,.i.t.:tL './! # . I
- 0 '''otary ru~~i"~f
Wo.hh"J1t.lll, r.sidlng at Hadtct~
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RECEIVED
MAR 1 7 1989
JEFFERSON COUNTY
PUBLIC WORKS OEPT
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JEFFERSON COUNTY
ENV I RON:'.1ENT AL CHECKL I ST
~ The State En....ironmentaL PoLtcy Act; (SEPAl. RCW 43.21C. roqutros all governmentnl ugcnclcs to
ccnslUIJr" lhe cnvlronnlenlul tmpacts of' u proposaL before mnktng deci..stons. An envLronmcntul i..mpact:
st..ltcmcnt must ue prcpurcd for all proposals wtth probablo stgnlftcnnl: adverse impacts on tho
lllt.lli..t.,." of lhr. envi.ronmcnt. The pur"po!ic of thts chccldlsl: ls to provide lnfer-matton to help you
mil'" thf'!' ugcncy tchmti.fy lmpacts from your proposul; rcduc:c or uvoid tmpucts from the proposul. tF
it c.ln be done; .and help tho agency decide \\lhcthcr un UIS \.5 rcqutrcd.
I'IlCf'O"E"T, Jefferson Countv
,\:J[)"ESS, P.O. Box 1220. Port Townsend. WA 98368
r(L(I'f1C"E, (X.)4,X<<l< (:;>06) 3RS-Q160 (bu.tno..)
S;:!m~
Aurllt.'!~IZED r.EPRESENT^T IVE (contact:):
Robert G. Nesbit. P.E.. Count v Enoineer
..\!)om:ss:
Same
TELEPIIONE: thome)
(buslness)
~::lmA
C:;~mp
DIRECTIONS
This checklist: USI<5 you to dCficrtbe somo baste tnformat:i.on about' your' proposal. The quasH.cns
nppl y to the enttrt> pr'oposuL, lncLucH.ng thoso phasod Over a ported of tlme or on separul:e parcels
or l.lnd.
An5~~O'" oneh quest-ton accurately und completoLy to ovold unnecessary dolays Ln procC"Dslng this
cJ,eckllsl'. If you do. not: I<now nn nnswer, wri.te "unlulo'~n", or if u qucst:lon dODS nol: apply, wri.l:o
"n.lt Llppllcublto."
'\"5\\0,.5 to some Clunsttons "my roqulrc speci.al o""'r'crH.sc or l:ocllnlcuL asstst:unco frolll qunllfled
pen-sons, The cost: of obtnLnlng such lnforrnnl:lon ls Lho rooponstblLll:y of the propo"ont,
At-b.ch nn)' addlttonnl tnformnt:lon (,'cport!>>, studles, mups, lLlustrattons, Leu9os, pormlt:s,
t.t(:,) that In....' further doscrLbe Ult! proposal or be ,'cqllLrccJ uy Jorfcrson Count'y.
C.,:mt.tcl: Lhe Jefferson County PLonntnJ; nnd BuLLdt"1J; OCflurLmunt' for 8s9lsl:once tn cOlllplotLng the
Clllo..\:klL::;t. .tnel for information on tllO odmlnlsl-rot:tve pronndllros roclui.red for Ll:'s proceDsLng.
PLEASE P~lINT IN DLACK OR CLUE INK 011 TYPE EACII AN~WIClI. CO NOT 1',P-IT!! IN TilE An!!A DESIGNATED
"E\'\Ll.'MIl\'1."
PROPOSAL, AND
PROPERTY DESCRIPTION
PfWPOSEO Pl!OJt!cr DE5CIHPTION (doscrlbo tllo proponod dovolopmont:-tnoLudo alL fnct:O"'9 lhul:' wlll
ll'vo an UCC,,"ut. undo".tundlnll of tt's scopo om! PU"I'D'O)I This project will improve the Point
Whitney Road and a portion of the Bee Mill Road by widening, grading, draining and
surfacing. Horizontal and vertical realignment and right of way aquisition are also
included in this project,
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PP.OPERTY AND AREA OESCR I PTI ON:
Addr.... Point Whit"p}! Rrl M P n nn_n 111 - RE''' MillO.! M P 1 45 1 63
Legal (from property tux statement):
Lot:
BLock;
SubdtvtsLon:
Tax Parcel:
Quarter Secttons:
. Sectton:
7 & 18
Townshtp:
26N
~ango :
HI. \~ ~1
T 8)( Number:
Land Area (dimensi.ons);
See Attached Plan
CeneraL (descrlbe the LocatLon. physical characterlsti.cs. and extent of land area to be affected
-lnelude alL factors that will gtve
accurate understandi.ng of the property and ttls envi.-
ronmentl: The project is located on ~JhitneY, Point and serves numerous varriprl intpr-
ests. The existino road is partially narrow B S.T ~nrl p~rti~lly imprn\lp.! gr~\lPl
The road servps thp ~I~<;hingtnn St~+p <;hpll "i<h I "hnl""tnry ~. "'1111 ~s a pYblil: bead.,
dor.k ~nrl hn~t r~mp Thp m"jnrity nT +h" ."rI"Q'II'l'!iI'l9 lal'ld h: ill\:QRIl qrQ"'th till1ser
under private ownership. .
SCHEDlLE <tdenH.fy begLnnlng and endi.ng dates of the proposaL-tncLudo phastng): Construction
during 1989. Construction of specific road approaches called out in the commitments
to parcel owners may happen at a later date.
OVERALL PLAN (deserLbo any pLans for futuro addLtLons, 8)(panslons, or rolated actLvi.. ttes. or pLans'
by others that may affect the proposaL) I
Future additions will be limitprl to thp ~~
mentioned priv~te ro~rl appro~r.hp<;
Some private utility relocation will be necessary during the proposed project.
nEQUIRED APpnOVALS (tdenttfy aLL Local, state, and federal approvals requtred for the completLon of
tho proposal and Lf any approvals ore pendlng that are related to I;ha proposal) l Shorel ine
exemption, Forest Practices Permit
ENVIr.Of',j~\ENTAl DATA (ltst any o)Clol:lng or proposed envLronmentol tnfor-matton such as tltudt05 or
docunents rolated to the proposol) I None known
ENVIRONMENTAL
COMMENTS
EVAI.UATlON
^Rroa DL uftSroa Ml tl gu to
EARTIl
1.
Check the ltem lh.t deeo"lb.. the .lto. C fl.t C "oLlLnB ~ hLLLy
C steep elopoo 0 mounl'olnoulI C olhor-LdonttfVI
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EVALUA TI ON
".h..,t i.s the 5t~Cj.JCSt slope all lho sttc? Idont:LFy tho opproxlmut'o
Agreo Dt.sugreo Ml ttgate
o
percent of tlu" slope:
100%
J,
\'.h~lt goneral t~'pes of solls
found on the si..tc (i..o. sand.
,hr.wcl. pc....t. 0" muck)? If' you know tho clnssi..ftcatton of agri.-
cullur"al sot l s. SpCCL fy thorn and nolo any prtmc farmLand:
Sandy qravel with 1': of overburden some peat and
JI1lI.C.k..irl....s.wilmp y a rea s
. ,
Arc there surface lndlcat:lons or a htstory of unslable solts tn
the i.mmediate vi..ctntt:y? I f' so. doscri.be them: No
5.
Dcscrlbo Lhc purp050. tile typo. nnd upp,'oxi..lIlnlo quanl:i.tles of any
ftlli..ng or gradtng proposed. IdcnHfy Lhe source of the flll:
18,000 c.y.of roadway excavation to be used in fills
.;,
Could
u reBut t of cleari.ng. constructton, or
c,'osi.. on
~
Minor erosion as a result of
use?
I f so, gcne~ally d(!5c~tuc t t:
rnn~trIJ~tinn ~~tivitip~ Frn~inn will hp rnntrnllprl
as part of the contract.
About ~~tlUt' percenl" of the sttc would be covered wlt'l Lmpervtous ~
sur"~Iccs aftNo const~uclton of tllc p~ojcct (t .0. osphalt or
buildin!:s)? The entire roadwav surface will be covered
with R S~~Approx 4n~~hp projprt RrPR
II.
Oc~crtbc prOIJOHed monsuros to reduco or conl:roL croston or other RJ
'n~...ct. to lho oart", ,f nny' During construction various
erosion control devices will be used as needed'. After
construction disturbed areas will be either rock armored
or replanted with seed. fertilizer and mulch. Selected
areas will be replanted with douglas fir trees as per
commitments to individual propertYA?wners.
9.
l'.h.d: typos at' cmluslons La lho ntr, Lr ony, would rosult: from tho
propo~iill (l.o. dust, uulomoblLo odor's, or tndusl:rLnl wood 9R10Ieo)
durotns; com;l,'ucllor1 Dllcl \~llon 1"10 project: L9 comploted? Gonorally
clcGcrlbo Ulld ,.;lvo npproxlmnl:o qllunl:lt:too, tf I<nown: Some slash
burning during clearing. Heavy equipment noise and
exhaust.
10. 1\'-0 lhere nny off Mstl'o nOUroos or omL DuLons or odors l:hnt mny
nffoc:t yOllr proposul1 I f' !la, gOllornlly dnncrlho lhenll -Hone..--
11. Ol'l5crlho pruputiod InOR!Ulrun Lo roduoo or controL omLoolol10 Or
o Lhor. ,.."..d" tn Lho nlr. l r nny. Proper equi pment ma i nta i n-
ence. Fans may be used during burn1ng operation.
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IVATER '
SLW" face l'Ja tor
12.
Is thero any surface wator body on or tn the LmmedLate vicinity of W
the st to.. i.ncludLng your-round or soasonal stroi5m_.. salt waters..
lakes.. ponds, and wetlands? If yes, descri.be the type Bnd provide
If approprtate, state what stream or rlver tt FLows tnto:
The project ends near the West shore of Dabob Bay on
Hood Canal.
l:l. l".ii.lL the project requtre any work over, ln, or adjacent to the
descri..bed waters (within 200 feet)? If yes.. desertbe the work and
attach ava.lable plans, Yes the proposed proiect terminates
within ?nn' of ~ 'Hrl~l l~goon 1I~"rl hy th" Point Whi1-n"y
State Shellfish Laboratory
,-1. Esti..mate the amount of ftll and dredge materi.a.l that would be
pLaced or removed from the surface wators or wotlands and indicate
the area of the sL to that would be affected. IdentLfy the source
of the fUl materLaL:
None
15.
t'llll tho proposal requtro surface woter wLthdrowals or dLver3tons?
Ctva a genoral d05crtptLon and LdontLfy the purpo:Je and opproxtmate
quantLHes, Lf known, None that do not already exist.
16.
Does tho proposal Llo wtthln 0 100 yoar flood plaln? If 80, noto
tho LocatLon On the at to plan: No
Does tho proposnl. lnvolvo tiny dlschurgos of waste materLuls to
~urf..co woltors? I f' dO, cJo5crlbo the type of wasto and onHcLpat:od
17.
voLune of dtsctlarge:
No
around tlJa tor
18. LVLLL ground wal'cr be wLl'hclruwn or wlLl water be dlschargod to
ground \oltIotor1 Glva Q g~no"'lIl cJoncrLptlon and ldtintlfy the purpollo
nnd oppro)(,lmnto 'luantt Hon, If Icnown! No
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EVALUATION
Di..sagree Mi..ttgoto
Agree
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19. Cescribe the wasto mater-Lal that would be di.scharged tnto the
Agree Di sugrcD Mi. ti gate
o
~round frOm scptLc t.anks or other suur~cos. i.f any (t.c. clonlcsti.c
stmngc; induslri..al wastes. lclcnti.fyLng tho chemLcols contained;
and agrtcuL tural \'oa5t(5). Oeser-Lbo the generaL sLzQ of the
s).'stcm; the nunucr of such systems; l.:ho nLMnbcr of houses to be
f-cr'lr' cd. if appl i..cablc; or tho numbe,. of anLmals or humans the
5')'stt~",(S) is e.....pcctcd to sar"vo:
None
LVatcr Run-off
(i.ncLudi..ng storm wator)
20. Oeser-Lbo the source of rLln-off. i.ncludi.ng storm water. DoserLbe 10
ttlC method of collection and disposaL. i.f ony. tncLudi.ng any
knonn qUi.lnti.ttcs. \'lhcre wllL tht9 water fLow? rJtll thts water
fl Ow lnlo olher waters? I f so, dcscrtbe t t: Run off wi 11 be
routed to natural drainage routes via culverts and ditches
much the same as the existinq conditions.
2 I. Could \..ustc mnlcrtuLs enter ground or surfuce waters? I f so, KJ
genc..all)' dese,'lbo ho", Waste material deposited on the
roadway could run off into natural drainages,
2:!. Describe fJ,.oposed mcnuurcs to reduce Or control surfaco, ground, ~
und ..",,-off "ale.. l..pacts. tr any: Run off wi 11 be routed to
natural drainages and "filtered" through vegetation.
PLANTS
23. Chcdc lhe t)opou of vogotnt:lon found 011 t:ho 91.. 1:0 I
~ lJorLc.h.loLI9 lrOtll eX uldor)t] IIlnplo 0 nopen ~ othor-Ldonttfy:
Wi 11 ow
III Evergroon troo: >p n,. r)( codu,.. CJ pLno t:)(other--Ldonl:Lf'YI
Hemlock. spruce
~ Shr"lU5
~ CrmHI
o pj,slur'o
o C"op or l;,'nln
~ \',ol' BoLL plunl!ll 0 callAll [J bulllJ~cUJl Xl buLLrush rX slcunlc
cnLJthlNft 0 oll,or-Ldonl:tfYI
o \"i'l'or I'lnnl:nl 0 wlltor LLLy a colRrUOB CJ.mlll'o,LL
U olhm'-.ldunHryr
o Oth"r-tduntl..fYI ..
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\'.h.J.t ki.nd .J.nd amount of vegat:atLon would be removed ~,.. altered? ~
5 ac. + trees and brush
'25.
Li..st threatened or end~mge,..cd spcci..cs known to be on or n~~r the ~
si.. to:
None known
:!6. Ocscri.hc proposed landscapi.ng~ use of nature plants, or other G:I
measures to preserve or enhance vegctatton on the site, i..f dny:
Disturbed earth not included in the roadway will be
revegitated by seeding, fertilizing and mulching. Select
areas of the project will be replanted with Dou~las fir
trees as per commitments to parcel owners.
ANIMALS
'27. Check any birds and ani..maLs that have been observed on or noar the ~
sttc or arc known to be on or near the stte:
~ Di.rds: Of. h.mk d( heron)b cagLe K1 5ongbi..rds 0 othcr-i..dcnti.. fy:
~ M.lnvnaLs:;(J deor 0 bear 0 elk CJ beaver 0 other-i..denttfy:
:!U .
~ Flsh: 0 Il.lSS 0 salmon 0 tr~out 0 harrtng l}( shcLlftsh
o othcr-tdonttfy:
Li.st: any threntenod or endangered arecLes to be on 0... near the
sttu:
Eagles
2~1.
I s the st to l).Irl: of iii mtgruHon route? If 90. oxplaLn how:
Dabob Bay, water fowl
30.
Outicrtbo prnp(HiOd measures t:o presorve or enhance wL ldlLfe. Lf
any' ~reQuired ~s the oroiect will not chanQe the
character of the site. No known nestino trees. etc. are
within thp prnjpct hOllndilrip!,:
ENEflGY AND NATURAL RESOURCES
31. \';II.d' klnds 01' onorgy (L.e, olectrlc, naturol gos. oLl. wood stovo. ~
"nu soLur) I\Ollld bo uRed to moot l'I1D completod proJeot's energy
noodu? Oosc:rlhu \..hot:llo", Lt wouLd bo usod for hnut:lng. mnnufnctur"
tng, nte.l
N/A
3:!. \':ouLd I:ho proJoct' uffect tho pol'onHuL uno of' nolor" enorgy by
.uJJolcanl' propor"Uoo. If 00, gonornlLy dDOOr"lbo tho. nffootl
No
33. ~\h..,t: Idndu 01' onorgy conaorvot:Lon font:uraa uro Lncludod tn tho
pLilIH' 01' thtu proposul? LLst: othor proposod moasurOD to raduoQ or
conlrol onnr};." Lmpuclu, t f nny I
N/A
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EVALUATION
DLsasreo MLtLgate
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EVALUATION
Agroo Di.sagruo MttLgate
ENV I RON~ENT AL 'HEALTH
34. Are thore any cnvtronnlcntaL health ha;.t:ards. i.ncLudtng o)Cposure to Xl
to"'..c chemicals. ri,sk of fLroe and oxpLosl.on. 5ptLL. or haz'urdous
WdS to. th...t caul d occUt'" us a rosul t of thi.s proposal1. I f so.
dd5Crtbo tho h~.ard.. Standard hazards associates with road
construction.
o
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35. Doser-Lbo spocLal omergency sorvi.ces that mi.ght be requtred:
NO'le
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36. Desc,~i.bc propo~ccl mOi.l~LlrOS to reduco or controL onvtronmentaL
lb
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hO.1Lth ha..::ardu. Lf any:
Good construction practices
NOISE 1
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-0 37. L~hat typos of naLse oxLsl Ln the area that aFFect your project [l 0 0
~~ may I
~::::; 0. ,e. irnfHe. oqui.pment: . and operattons)1 None
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Z 1-, \~L th thu project on a short-term or a Long-term basi.5 (i..e. con-
WW'
::!: ::l' structton. traffLc, and oporaLtonl1 IndLcBto what hours noLso
B~ "aul d comu froln tho titte: Increase noise due to construction
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LAND AND SIIOREL I NE USE
~O. ~'~h;.lt La tho current USQ of U,o at to ond adJacont: p~oportLeD? :t:J
Roadway, forest, adjacent shoreline shellfish research.
public access, boat ramp
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41. tI.lI tlllJ ..Llo buon used for aurlculturo? 'f tlO, dotlcrlba tho unol CI 0 0
Forest oroducts
~:!. naacf"luo amy utructuroll on tho aL LOI Existing roadway ell 0 0
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EVALUATION
-11. \";i.LL an)' ~t,.uclL.""'os bo dcmottshocJ1 If 50. what structLres?
Agreo 01. 58gl""00 MttLgate
o
Portions of the old existin9 roadway
4.... ~..hat Ls tho cl.",-cnt c0ll1prChollstv8 pLan or communtty development
plan dest!;Il.lt-ton of the 5oi. to? Idc'''lHfy tho plan: Rural
-lS. If applLc;.lblc, ",hat Ls the current shoreLLne master program
dustgn",tton oi tho sLte?
Conservancy
.hi.. "..-50 oJony part of tho st to been clussi. fLed liS an UenvtrorvnentaLty
senai.tivc" u,"c.11 If so, spoctfy tho part: None known
.&7.. Appro","i.m..1toLy how mdny poople wouLd rosLde or work tn the
compLeted projuct1 N/A
48.
"ppro""L~t&)L., how nwny J.lClopLo woutcJ tho completed project
None
dt spt ace 1
-19.. Desert be proposod
to avotd or roduce dtppLucemont
. "'p.cts. . fan", N/ A
:il.l. DescrLue propofood nUHlsures to ensure the proposaL La compottbLe dJ
wt th o",i.sl.'i.ng and projoctod Lund usos and pLans, If any:
This project is upgrading an existing facility and will
not change the existing land use.
IIOUSINC
31. ApproHtmo.ltuly how nhmy unLts wouLd be provLded, Lf' any? IndLcato ex
~\hothor Lha hout.ol.na; ls hLgh. mlddLo. or Low lncomo: NJA
52. t\ppro>o.tmatoLy IIoUI muny unt ls, Lt' any, would bo oLtmLnatod? ex
Indlcat-e \\hcthor I'ho houulnJ.; L.s hLHh, mlddLo. or Low Lnnomo?
N/A
5:J, D05c,.tbo prnpobod nlt..."tu.WiUB to roduno or control I,ouslng Lmpacl:a,
l f ony'
N/A
"ESTI tET I C!l
5... ",l",t La thu lullo~L' hut"hl of OilY proposod struatur-a(a), not
lncludLnn o.Inlllluhlu? Whnl. La tho IJrlnaLpnt oMtorLor buLldLng
m.tor.uL(.II"'OI",.",/1 Standard roadway ~ign!: and l'nadway
cOMtrlJctiOll...matprial !:
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EVALUATI ON
5~. l'.h~,t VLC'''S tn the lnuncdi.ato vlclntt:y wouLd bo attered or
Agroo Di.5agroo Mi. tLguto
o
obslrLIC ted?
None
56: Ocscr.ibc proposed moasures to reduce or cOntrol ucstllol:i..c lmpocts.
i..f nlly:
N/A
LI GHT AND GLARE
57.
1\l1al: t)"PC of llght or. glare wouLd the proposal produce? ~~hat ti..mc
of the day \\ould i. t mal nLy occur.?
None
5R.
Could llghl: or glare from the ftnlsllcd project: be a safety hazard
or Lnterfer"c \\llth vlcws?
N/A
59.
l'.tmt eXLsttng off-slta sources of U..ght: or glare may affect: your
proposnl?
N/A
60.
Oescrtbo prupllsod meusures to roduce or controL li.ght: and glaro
ll1lfHlctS. if ~,"y:
N/A
IlECREA T I ON
ti"t. \',hnt ,losLgrultnd unci i..nformuL recrentLonaL opport:unLtLo9 uro in tho JO
i,,,,"cdinte vicinLly? Fishing, shellfish, beach related
sports.
62. ",ollld tho fU'''OP090d projocl: dlnplnco uny oxtsl:lng rocroatLcnol
U!i051 I f !la, doncrtbo tho dLnpLnoolllonb
None
63. 005crLbo Pl"'OI)O~od 1II0n911rOIJ t'o I"'ocJuco or conl:,..ol Lmpncl:s on
rOeF"an tlon. tllcLLlcJLllg recron l:LonnL oj)porl:unL l:l as too be provLdod by
the project or proponent. Lf ony. Access to the recreation area
will be improved and be safer,
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EV ALUA TI ON
Agree Otsagroe
Mt Hgate
HISTORIC AND CULTURAL PRESERVATION
6..L
Are thore any places or objects Ltst:od on or proposed for nati..onuL. ~
state. or local prescrvatton regtsters known -to be on or hex!: to
o
o
the 5t to? I f so, generaL Ly doser-tbo them:
None known
65. GeneralLy doser-Lbo any landmarks or Qvtclence of htstori..c. cuLtural, [)l
oJrclhkcologL.cal. or setenti..ftc i..mportance known to be on or next to
o
o
the sLta:
None known
60. Describe p,'oposed measures to reduce or controL tmpacts, tf any:
N/A
Ql
o
o
TRANSPORTATION
67.
IdcnHfy publ tc streets and hlghways servtng tho slto and descrlbe []
the proposed .lccass to tho exi..sti..ng streot system. Show on the
o
o
st to pL O1n;
Bee Mill Rd.
6~ .
It> lhe sLte cllrronHy served by publtc transtt:1 If no~ what ls tho c,;
~'PfJro",lmatc dlstuncc to tho noarost' transtt' stop1 No
o
o
1. 45 Mi.
li'.J.
H.:m Ol.Jny l.hlrl<eln!; spaces wouLd tho comploted project: havo1 "ow many [j
o
o
\\oLlld tho project elLmlnnto1
None
,0.
l\l II lhu profl05ul requtro uny now rands or st:root:s, or tmprovomcnt:o KJ
to o","lsttnJ; ,'onds or sL'reobi, not: tncludLng drtvownys1 If' GO,
glJnnr~,ll y dQuc:rLbo thom, tndLcat:Lng whot:hcr thoy aro pubL tc Or
I'rtvoto, The project is to improve an existing road.
o
o
r 71. \':lLl thtl projuc t usa wut:or, rulL, or uL,. tronopor t:utLon, or occur 110 0 0
In Lho lllvnucll ul'o vi-clnt t:y or th060 fnotLLt:Lao1 IP '0, gonoralLy
d'Hicrl hu tho ur,OI No
0
7" Ilow ""'ny vuhl cuL ur trlpG por dny woul.d be gonornl:od by "he com- ~ 0 0
plutod proJecL? I P I(nown, Lndl eu to whon paale voLulnos wouLd OOOI,.'rl
0 J:Io.J]ew....t.ct1lS-\llill bE'! grmeril tpn I
73, Ouucr L bo propoolJd lI\onnqrOU to reduco 0,. controL t:rnndport:ntLon 00 0 0 (3 0
l fIIp.lelR, tf uMyl N/A
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PUBLIC SERVICES
7~ .
'~ould tho project result tn an tncreased need fo,.. pubLtc sorvtces
(t.e. ftreprotccti..on, poltee protection, health care, and".schools)?
If so, gener-nlLy doserLbo the results; No
75. Oeser-Lbo proposed measures to reduce or control dtrect lmpocts on
public servLces. i..f any:
N/A
UTILITIES
76. CheCK whtch uHltttes are cur-rent-Lv avai.labLe at the slto: 0 water ~
IX eLectri.ctty 0 naturaL gas 0 refuse servi...ce a6 telephone 0 sopttc
system 0 sunt tary sowor 0 other--:"'i..ucnti..fy:
77. Oeser-Lbo tho lIHt i.. t:i.es that are proposed for the project, the
uHli. ty provtdtng the servi..co.. and tho general constructi-on actlv-
tHcs on tho slto or tn tho lmmodlato vlcini..l:y thnt: mtght bo
nceded:
None
ACKNOI'JLEDGEMENT
c.
EV ALUA TI ON
Agree
Ot.sagree
Ml tLgote
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DO
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I uckno~loclHo that oll Lnformati.on provLdod Ln thLs chockLLst and olL attached mutorlnL La true
ane! ,:,:urract: to lho bast' of my lcnowl udgo. I Llndorstllnd tho Load agoncy Ls rolyLng on thts Lnf'orma-
lion l'o nlUl<o Ll" fi docl..sl..on.
III ~HJ..Ill'ton. I \/ndorutund that: rovlow undor SEPA docs not constLt:ut-o approval of 0 proposal,
r:ompLtunco ",UIl locaL. ototo, and fodarul regulutLans appLLcabLo to tho proposaL shall constltuto
.lppro....IL. CChoclc I\L l'h approprLuto agonoLos to dotormLna whul: approvals ure roquLrod.)
HEP'\ upprov.ll La ba50d on tho Lnformul'Lon you provtdo. I If found Lnuccurnto, upprovaL could be
\,ilhd".mn.
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A1imWUWiirlW
pftu STATE OF WASHINGTON
'UJ DEPARTMENT Of NATURAL RES, 'CES
FORE~\.' PRACTICES
APPLlCA TlbN/NOTIFICA TION
CHECK Bo.X FOR ANY REQUEST YOU HAVE. NOTE UPLAND MANAGEMENT AREAS AND~IAN .....NAGEMENT ZONES.
REQUESTS REQUESTS
DELAYED EFFECTIVE DATE REQUESTED """"OVAL DATE ~~D-:i:~~~~~~J~~~E~~~~..?AL 0
ALTERNATE RMZ PLAN 0 FOREST PRACTICE ASSISTANCE 0
PRE,FILING REVIEW 0 LANDOWNER WANTS FOREST MANAGEMENT ASSISTANCE 0
DATA UPLAND MANAGEMENT AREAS 0 ;;lOa, ACRES HARVESTING OLD GROWTH 0
RIPARIAN MANAGEMENT WATER TYPE_ NO, UNITS_ LINEAL FEET_ STREAM 0 SIDE(SIIIl 0' III
ZONES (RMZI BY: WATER TYPE_ NO, UNITS_ LINEAL FEET_ STREAM 0 SIDE(SIIIl or III
WATER TYPE_ NO, UNITS_ LINEAL FEET_ STREAM 0 SIDE(SIIIl 0' III
(ALSO SHOW UPLAND MANAGEMENT AREAS AND RIPARIAN MANAGEMENT ZONES ON MAP)
POND/LAKE/BAY 0
POND/LAKE/BAY 0
POND/LAKE/BAY 0
1. NAME OF OPERATOR 2. NAME OF LANDOWNER 3. NAME OF TiMBER T AXPA VEn (TIMBER OWNER)
Contractor, as Jefferson County Same as Operator
ADORESS ADDRESS ADDRESS
Awarded P.O. Box 1220 By Specification
CITY STATE ZIP CITY STATE ZIP CITY STATE z:p
Port Townsend, WA 98368
TELEPHONE NUMBER TELEPHONE NUMBER TELEPHONE NUMBER
( ) ( 206 ) 385-9160 ( )
... TIMBER TAXPAYER FULL LEGAL NAME TIMBER TAX REGISTRATION NO. 5. COUNTY
Jefferson
'tYPE OF LEGAL ENTITY UNIFIED BUSiNESS IDENTIFIER 6. WITHiN CITY LIMITS? NO/ILA VESO
SOLE OWNER 0 PARTNERSHIP 0 CORPORATION 0 OTHER 0 NAME:
CALL 1.8OI>548.TTAX FOR TAX NUMBER OR TAX INFORMATiON 7. LAND PLATTED AFTER JAN. 1. 1860 (INCLUDES
SHORT PLATS)
8. IN PU~C PARK OR WrTHIN 600 FT (o,g. PORT. CrTY COUNTY. STATE. FED. PARK) (CONTACT CO. ASSESSOR FOR VERIFICATION)
NO YES 0 PARK NAME: NO Xl YES 0
e.' l,.ECiA.L 8UBDM8ION OF OPERATION(SJ-aNCI.UDI: PARCIL OR TAX LOT. 18fi<;'/ 10. SLOPE CONDITION & PERCENT
,~IF CQNYERSION OR IF PlATTED" ' ,TWP. AGE. EJ,W UNSTABLE 0
HIGHLY ERODIBLE 0
A, See attached olan STEEPEST to"" OR SIGNIF, PART
B, OF OPERATION AREA 1 0 0 ""
AVERAGE SLOPE 8-10 ""
C, 11. START DATE I END DATE
FED. THREAT. AND ENDANG. SPECIES OR CRITICAL WILDLIFE HABITAT: NAME !=;. P P <; F(~W r MAPb h~c k 1 i t 3/89 10/89
)., 12. TYPE Of' OPERAllON :'" 13. IoElHOO Of' OPERATION """ TVPE Of' IlQUFNENT ,.A. AaU!AOE : 148. ROAD '~~ '1ST. ~ TO Be CUT."
~~, , ,'.. (ALOO &HOW ON MAP! .','; , , (AL80 &HOW ,ON MAPI;:','" llPEAAlION MILE8 A. TOTAL ' .. PERCEHT"
A, Road 8uildinQ Dete rm i ned bv contractor 5,O! 1.01 lSSM""
B.
c,
!!On: TYPE OR PRINT 1NI'0000TlOIl UI PERIIANENT IILACl( INIC.
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ROAD ABANDONMENT PROPOSED/PLANNED FOLLOWING COMPLETION OF OPERATION
NO 1)(1
YES 0
(SHOW ON MAP)
.111. LOCATION OP WATER 011, WATER INTAKE8 ON on WITHIN I" IIIUi OF TllIl OPERATION8
"i '>,'-:'.:':'.)."h.i
PLAN FOR ROAD CONSTRUCTION OR IMPROVEMENTS OR HARVEST OF 3Mb OR MORE OF VOLUME 18 WITHIN 200 FT. OF SHORELINE OF THE STATE 0 OR SHORELINE
OF STATEWIDE SIGNIFICANCE 0 (WATER TYPES 1 AND +1. CONTACT LOCAL GOVT. FOR LNFORMATION)
APPLICANT IS AWARE OF I OR MORE INTAKES (DOMESTIC. AGRIC,. INDUSTRY) ON OPERATJON NO 0 YES CX(SHOW ON MAP)
\
.
SHOW THE TYPE AND LOCATION OF ALL WATERS ON THE ATTACHED MAP (WATER TYPE MAPS ARE AVAILABLE AT REGIONAL OFFICES OF DEPT.) SHOW SIZE AND
LOCATION OF ANY WATER CROSSING STRUCTURES. INDICATE A1.L ACTIVITIES PLANNED WITHN OR ABOVE ORDINARV HlGH.WATER MARKS OF AMY WATER OR CHANNEL
AND INDICATE WATER TYPE AND OTHER DETAIL:
WATER TYPE WATER TYPE
OPERATE EQUIPMENT _ INSTALL CULVERTS
(KINO OF) (8IZE OF)
WATER TYPE
BRIDGES
(KIND OF)
WATER TYPE_ WATER TYPE
FELL TIM8ER-D- 8K10 OR YARD T1MBER-D-
,..
WATER TYPE WATER TYPE
ROAD OR LANDING n SIDECAST. WAST" n
GIVE APPROXIMATE START AND END OATES FOR THIS WORK: BTART
WATER TYPE
DEBRIS DISPOSAL
n
WATER TYPE
O_R
NONE 0
END
(SHOW ACTIVITY. I.OCATION ON MAP)
,IT. lAHIlOWMIl 011 ..-nJAL _ OWNIR AIlPOIIIBTATlON PUN OR lANllOWNIlR CONYERBlON PLAN
HARVESTED LANDS ARE TO BE REPORESTED E)(CEPT WHEN CONVERTED TO AN INCOMPATIO'-E NON.POREST USE OR E)(EMPT ACCORDING TO RCW 78,09.060(3) AND
WAC 222,:W'060. THE LANDOWNER DOES Xl DOES NOT 0 INTEND TO CLEAR, IMPRove OR DeVELOP LAND WITHIN THREE YEARS 0 SI)( YEARS Q. IP niE
LANDOWNER INTENDS TO CONVERT OR DEVELOP LAND. ATTACH SEPARATE STATEMENT WITH DETAILS INDICATED IN INSTRUCTION SHEET. LOCAL GOVERNMENT MAY
REOUIRE ADDITIONAL INPORMATION. AN ENVIRONMENTAL CHECKLIST MAY BE REQUIRED.
~:0~~~EO:~N~:N6~ET~E~EC:VAEN~~~~~:~~:R8~~~~~ 18N6otE :EE:gVE~PEC':SO CI YE8 lO (AOEOUATE :J::~~GN~~~~~~~ACRE
OR THE LANDOWNER INTEND8 TO REFOREST YE8 CI ' NoK)((AnACH EXPLANATION OR CONVERSION 8TATEMENn
OPERATOR OR NAMED AlTERNATE 18 TO PREPARE 8ITE, (LANDOWNER OR PERPETUAl TIMBER OWNER 18 RESPONSIBLE FOR REFORE8TATIONl
'REFORE8TATION WILL BE COMPLETED OY
POBT HARVEBT SITE PREPARATION WILL BE COMPLETED BY
"AMI
DE8CRIBE 81TE PREPARATION METHOD, (AnACH 8EPARATE 8TATEMENT IF NEEDED,)
METHOD OP REFORESTATION: PLANTING 0 ARTIPIClAL SEEOINO 0 NATURAL SEEDING lJ OTHER Cl (Specify ,elorul.llon on .ddlUon81 e".."
IP PLANTING OR 8EEOING: 8PECIE8 8TOCKING SIZE PROPOSED 8TEM8/ACRE
I. NATURAL: 8EEO TREE8 CI 8EED BLOCKS 0 (SHOW ON MAP AND'" ON ADJACENT LANDOWNER. AnACH AGIlEElAENT,1
METHOD TO CONTROl COM.ErlNG VEGATATION,
o
HAMI
DATE
DATI
I
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o
10, WE AFFIRM THAT THE INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF OUR KNOWLEDGE AND UNDERSTAND THAT THIS
PROPOSEO FOREST PRACTICE IS SUBJECT TO THE CURRENT RULES AND REGULATIONS AND THE FOREST PRACTICES ACT.
(ipEilAfOifSlifGNATUR-a l=OWNil'R"iillfciNAfUna iiUoiRGWNER'8 SlGNAfliRE
ntA(I1.,,, .."., SOE FOLLOWINO CONDITIONS AND ATTACHMeNTS ......
-~_......_._-.-~ ~_.... -...-.-.... .-". _._.....,_...~~.---
(6n~-,-- C
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OFFICIAL WJ\.TE!?o.. ~~
TOWNSHIP =--' (,.,
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EXISTING ROAD,.,..,...,...
PROPOSED ROAD.....,... ",.:=.==0::0::
FIRE TRAIL".,.,..,...,. ,._________
'fEAR ROUND STREAM.,.,.." ~
INTERMITTENT STREAM...". .,.' ~" ;:11
PROPOSED BRIDGE.. .........~ p - ~
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WATER SOURCE FOR CHE.'1ICAL MIXING.., ~
STREAMSIDE ~IANAGEMENT ZONE......... ~
ROADS WITH WATER BARS....,.,.,..,. '~==mi::'
LANDING OR COLD DECK, , . . , , . . . . ., g)
HELICOPTER OR LANDING AREA......,..~
ROCK PIT, QUARRY, OR BORROW PIT....~
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SKID TRAIL........................ '_._.
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RECEIVED
JAN 9 - 1989
JEFFERSON COUNTY
CIIOI 'i"'" ,,,,,,,_..._ ____.
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM REQUEST FOR PAYMENT
DEt-(\_
/
COONTY REQUESTING PAYMENT
Jefferson Countv Public Works
RETURN PAYMENT TO
Box 1220
ADDRESS
port Townsend, WA 98368
CITY STATE ZIP
PROJECT NAMI:
D_'~~ -- D.
LOCAL CRP _Bea I PROJECT NUMBER I PAYMENT REQUEST , 3 " I FIlIAL REQUEST?
CR0528 2759001 'ES !Sa.. wolil
TOTAL EXPENDITURES TOTAL EXPEIIDITURES TOTAL EXPENIII TURES ELIGIBLE EXPENDITURES
PRIOR PERI(:/)S THIS PERICIl TO DATE TO DA IE
PRELIM. ENGINEERING.
RIGNT OF \lA, ..
CONTRACT COIISTRUCTlON 214 500.56 -0- 214 500.56 214 500.56
DA' LABOR CONSTRUCTION 10,454.23 11 ,731. 85 22,186,08 22,186.08
TOTAL 224,954.79 11 ,731. 85 236.686.64 236,686.64
. PRELlMINAR' ENGINEERING IS ELlGIILE X IEGIONAL IIATCHING RATIO ,An
FOR RAP FUHDING IN THE PSI. NER. & SER
. TOTAL ELIGIBLE FOR RATA TO DA'E 189,349.31
.. RIGHT OF IIA' IS NOT eliGIBLE FOR RAP
FUNDING IN ANY REGION . PREVIOOS RATA PAYMENTS 179,963.83
INCLUDE CONSTRUCTION ENGINEERING IN . RATA CLAIMED THIS PERIOO .. ~a. ,...
COIISTRUCT 1011 EXPENDITURES
I CERT IF' THAT THE IIORK COVERED IV I CERTIFY THAT THE COSTS SHOlIlI IN THIS VOUCHER ARE TRUE AND CORRECT; T HE NET
THIS VOUCHER HAS BEEN COIIPLETED AMOUNT CLRIMED IS DUE RND PRYABLE FRON THE IURRL RRTERIRL TRUST RCCOONT UNDER
IN RCCDRDRNCE IIITH TME SU8JECT THE TERMS OFRPPLICABLE LRIIS, IULES. REGULRTlOIIS AHD PROCEDURES; NO CLRIM HRS
PROJECT PLRNS RNO SPECIFICATlOIIS, IEEN PRESENIED TO DR PRYMENT HAllE FDR TME RMClJNT FDR IIltICH IS CLAIMED HEREIN;
CLAIM DOn NOT EXCEED THE RURRL RRIERIRL TRlnT RCCOUNT SHRRE OF THE COSTS IN'
CURRED TO DATE OF THIS CLRIM; RND DOES NOT EXCEED THE RPPROVED RLLOCRTlON FOR
THIS PROJECI; AN/DRIZED TO SIGN FOIl CLRlMANT,
~g~~U A,../. -- ..,.; I:vc.. /. -"'. /
REGISIERED ENGINEER IN CHRRGE SIGNEE I / TITLE o'n
. 'RCCOUNTlNG CLRSSI ICRTIOII . FDR OFF'CE USE DIlLY
FUNCHOII RCCOONT
IIORK OIIDER GROOP PIlOG I RCI 08J I S\J8 CONIROl. SEC DRGCCIlE NET AMOUNT
I~03B91 01 07 I 410 N% '.1 II 711010 q J 3~s,48
RPPROVED IV FDR RURRL MTERIRL PROGRAII RECEIVING VERIFICRTlDIl DRTE RECEIVED
"tJ. c;- l:\_ , ~'-"'- DRIE P. - ;2.,' - if 4
CHECKED RND APPROVlll' FOR PROCESSING IY IIRRRANT REGISTER NO, IVOOCHER NO'24.07~
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STATE OF WASIIINGTON
COUNTY ROAD ADMINISTRATION nO,\RD
IlURAL ARTEIHAL PROGRAM
'JUL 1 4 \591
PROJECT AGIlEHlF.:NT FOR CONSTRUCTION I'ROPOSAL
SlIbmilling COllllly: Jeffersoll
Projecl Nllmber: 275900/
Work Order Nllmber: /6038872
Name of Road: Point Whitlley M.P. 0.00 To 1.06
Approl'al Date: MAY 5,1987
Local CRP Nllmber: CH052B
TOTAL AMOUNT OF AUTHORIZED RATA FUNDS: $195.000.00
IN CONSIDERATION of' the l'lJocation by the County Road Admini~lr"tion Board (CRADonrd) of rural nrtcriaJ trust
account (RATA) f'und. to the proJed in the amount aet out nbove, the l':ollnty hereby agrees that" as condition
prl!cedent to payment 01 1m)" RATA fund. al1oc:ated at Rny lime t.o the nbove referenced project, it ncceptl t\nd
will comply with the tt'cm. of' thi. agrccml!nt, induding the terms Rnd conditions set forth in Chn.pter 49, Law.
of 1983, ]at Ex. Seas. (R,CW 36.70); the :t.ppJic:\ble rule. and rrgubtion. of the CRADoard (\VAC )3G~)OO et.seq.)
:and :all r(:prl'l<('ntntIon. mado to the Cn..Anoard upon which tho fund allocation WIUJ based; nil of which are
famili:,r to .,nd within the knowledge of the county nnd Are Incorpoc"ted herein nnd made a pnrt of this
"grcement. alLhough not att:\ched. The ofticel' of the c.ounty, b)' his/her al~nature below, hereby certifies on
beh:\lf of the county thl\t m:\tchinl fund. nnd other fund. reprt'fltmted to be committed to the project will be
nv:\i1nble ft. nccc:lur)" to implement the projected development of the project 1\1 set forth in the construction
propoll:\1 prospectu., rmd l\cknowlerlgc. thl\t funda hereby Ruthorl~ed nre for the development of the construction
prc;.ponl na defined by ROW 36.79.
'rho cOllnty h('reby :'Igrce! nod crrtifiell that:
(1) It I. in compll:mce wiLh the provisions of WAC ch. 136-150 regnrding I'lIgibiJity for RATA fund.. If the
county I. found not to bo In (olllpll:mce with the provllllon. of ChapLer HiD. slIch nonMcomplinnce m~y he
cnlllle ror the eRA Ooard to wit.hdrnw or deny the Ccrtificnte of Good Prl\ctice of that CounLy.
(2) The proJt!ct will bo c.ontltrllcled In I\ccordrlnce with the InfNlllntlon furnished to tho CRABonrd, nnd the
ph,,", nnd '1p"'ciCicnlions prepared by tho cOllnly cngln~or.
(3) It will nolity tho CRADonrd when " conlr:u:t hns bl:'t'n nwnr,lt.d and/or when cOTllltrllclion hn. .tnrLoo, nnd
when the project has been completed.
(4) It will rchnbuuo the RATA In the event n project post :mdlt rcv(':'\ta Im}'1ropr.r expendIture of RATA fund..
!L-!J~_~!Itl!_Qt~~h..!_lli'.cl9..c.L!:'i.e~~C!I"~_1hg_~'11~.!l.!l1._!!LJ1A.T.h_rtlJl.d,!'_::,,~! t b,'~rlr~~~L.YY......1h,LQ..!'1A.D.m!Ld.J-!Iot rorlliJ~, nnd the
,h'qulrod JTl:\tchlng (und. nnd othur fund. represented by the I....<:nl nKt'ncy to be commltt€!d to the proJect, lhe
m~.:1l~!..l\!.u.~J!Y....nllMLrllUQJL11.~:m.s_!:!S.smM.Y~1!ts..wfl~1rJ~o_J2r.ci!'('t RlIlIlIJlt1Jl.l.!.!H:l to tht't CRADanm.
IN CONSIDF.RA'fION of the promlllo. nnd performnnce of tho atntt'd eondltlon. by tho county, tho CRADonrd hereby
ngrt'!o' to rcIrnbura. the ~ollnty from RATA (lInd. f\l1oc:at~d, nod not othClrwbo, for It 1 r~lmburll\ble eOI'Ll not to
cxel"(.d the O\mount nbove l!Ipccln~d. .Th..~_~fu_f\.r.L~i.U.~J..cl.m!!1!!1l0 ('t'\untle. on the !m..aJ!-9LmonthlL..P...!.9Jtts.!!
p.nxmcJ}t _Y.P...!t~.h..tUJI-1~~!'l.Y.W,--:"\.'LcL..nl?nt.9v"rl-JlIL-1!J!li:lklJ.!!'lLp.r~l!"~lll_LrJ.-1h.L-QTl!!Lln_\tW~lL..!1t'!y--1lr~--I~clvcd t t'_lb~
!]R.:':if.!!:',:!!!l_~fl'1c~Jn!l_~l!.hl~('ct__tp-1h!!......\l.Y.:llU1Nll!Y--2L.B..A.L~_r!1o.rlLJ1P.nortlt'\nf"d to th.!_r.~l2n. Such ('Jbllgntlon to
rclrnburu nATA fund. extend. nnly t.o proJ(!ct co.iI incurred nftor the dnte of cxoclltlon of thll contrnct by t.he
DlrC'ctor or tho eRA Donrd.
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COUNTV IlOAn-s'IlNl~T10N nOAnD
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Submitting COllnty:
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In tbe matter ot.
STATE OF WASHINGTON
COUNTI OF JEFFERSON
'x
RiSOLUTION NO. 42-89
JiR-il1Wl'ni" / Rev 1 a1nB a OOUJ1tf X
project de.linate4 aa X
CR1l528. X
IT IS HER&BY RESOLVED tbat Point Whitney Road
Road LoS No. 275908 ,
rrolll H.P.-1!.:.2.Q.. to H.P..!.:..2L.~XXXXXX~ be
1mproved a. r0110w..
Realign, regrade, drainage improvements, and surface with L.B.S.T.
IT IS FURTHER RESOLVED that an appropr1atlon trom the
ott101all~ adopted road tund budaet and baaed on the oounty
englne.r'. ..t1mate 1. ber8bN made 1n lObe &aount. and tor the
purpoae .bown.
PURPOSE
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
$32,000.00
Eng1neer1ns
Rlght ot Wa)'
AC'lu1al tion
Sub-Total
$32,000.00
$78,000.00
$110,000.00
$78,000.00
$110,000.00
Conatruction. $243,750.00095,000.00 R.A.P.) $118 000.00(195,000.00 R.A. P.)
x Contract; 189,250.00 (Contract) $270,500.00 (Contract)
ieCount)' Foroe. 54,500.00 (County) 47,500.00 (County)
TOTAL
S153 750.00(19~ 000.00 R.A.P,) S428.000.00(195 000.00 R.A.P,)
'.'
~Thi. projeot ls included in the ottioiall)' adopted annual road
program .a Ite. No. ~ .
__The project 1. hereby made a part ot the ottlclally adopted
annual road program 1n aooordanoe wltb R.C.W. 36.81.130.
IT IS FURTHER RiSOLVED that.
x The construotion is to be accomplished b)' oontract in accord-
ano. wlth R.C.W. 36.77.020 et. .eq.
~The oonatructlon ia to be acoomplished b)' oounty forcea in
aooordano. wltb ~.C.W. 36.77.060 &Ad W.A.C. 136.18.
PASSED AND ADOPTED THIS "7/04 DAle OF '7J'/~/ ,/ j 8" .
aOARD OF JEFFERSON COUNTY COHHISSIONERS
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In the matter ota
STATE OF WASHINGTON
COUNTY OF J&FFERSON
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RESOLUTION NO. 25-88
.....11I-.... Rev1s1ng a oounty X
projeot des1gnated as X
CR0528 X
IT IS HEREBY RESOLVED tbat Point Whitney Road
Road Log No. 27SQOR ,
trom M. P....D.Llll.. to M.P. 1. 06 _d::~II::Hcl!:&========:tlo=~:========= be
1mproved as tolloWSI - -
Realign. regrade, drainage improvements. and surface with L.B.S.T..
IT IS FURTHER RESOLVED that an approprlat1on from the
otflclally adopted road tund budget and based on the county
englneer's estlmate 1s hereby made 1n the amounts and tor the
purpose shown I
PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Englneer1ng ~18.000.00 $32.000.00
Rlgbt ot Way 25.000.00 78.000.00
Acqu1s1t10n
Sub-Total 43.000.00 110.000.00
Const-ruc t10n I -0- 243.750,00 ( 195,000,00 R.A.P. )
LContraot 189,250,00 fcontract)
jLCounty Foroes 54,500.00 County)
TOTAL . $43.000.00 $353,750,00 ($195.000.00 R.A.P.)
jLThls projeot ls inoluded 1n the ott101ally adopted annual road
program as Item No. 3
__The projeot 1s hereby made a part ot tbe off101ally adopted
annual road program ln aooordanoe w1tb R.C.W. 36.81.130.
IT IS FURTHER RESOLVED tbat.
~The oonstruotlon 1s to be aooompllsbed by oontraot 1n aocord-
anoe wltb R.C.W. 36.17.020 at. seq.
~The oonstruot1on 1s to be acoompllshed by oounty
aooordanoe w1tb R.C.W. 36.17.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS /.t/.!:!:: DAY OF ~~L
foroes
ln
J /?PP.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
~~vJ
Cha1rman
SEAL.
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"'Member
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C.,R.P,,52t... 1111. h.r.~
re.olved, "'tliat"'::tli.'
Wh!i~i1y.Polnt ,',Road.
Siat. .. Ro~cf..'Log '.'No;1
2?590;;;'~r",~ 'X~II.polnl
O,oot<l,I\o\U.Polnil~06 be,
Improv.!:r~.' follows:':' ',',.
, ,R ~cl"ig~. ,.'. .'...r~g rad..,
,dralnage'and,.urfoce..' .' ,
'It 'Ii; furih'ltr';~.ol';ei1
Iha(, "n, approprlo'lIon
froin...,th.,' offlclollV
adopt.d"r~ad, f,urid
budget'andba'.edon the'
coun.tv'.' ":';ng'I,;...'.
.ltI~c:'t~~httr~by ,m'a~.:
In. .Ihf :,amounl',and 'for
Ih. plirpa.. .hown:
. . , . i . j"\ :' ,", ,'~' >
Pur~o.oi' ,;'AmounlOf
, " " . ,. \"ppraprlcitlon'
Englne.rh;g'" '.'.IB.SOO:oo
RighI of Way" .25.000.00'
Acqul.t1an ." ,
Tolal. ,,' $4:i,00Cl'00
Thl. pral..t II Includ.d
In Ihe afflclallv cidoptitd
annual raad prograil) 'al
".m No.6... ' , " .,.,'.
Adopted' ,lir.' 20th' d~y
of Jun.. 1983.
BOARD "OF ,JEFFERSON
: COUNTY ' COMMIS;
, SIONERS'
A. M. OIM.oral
Chal'man'
'B. G; Brown
, "Mamb.r,
'Jahn L. ~"t.,i
Member;
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J.rdln. C. Bragg
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Affidavit of Publication
~-g'J~~F ~~~~:~~~N~l SI
FRANK W, GARREC, being sworn, says he is the publisher of tho
Port Townsend lead.r. a weekly newspaper which has been
established. published In the English language and circulot.d con.
tinuausly as a weekly newspaper In the lawn 01 Port Townsend, In
sold County and State, and lor general clrculallon in laid county
tar mare than Ilx (6) manlhs prior to the date of tne Ilrlt publica.
lion 01 the Natlee hereto attached, and that the sold Port Town.
send Leader was an the 27lh day of June, 1941, approved 01 a
legal newlpaper by the Superior Court at sold Jefferson County,
and that annexed II 0 Irue copy of the
Resolution #59-$3
CRP 528
01 it appeared In Ihe regular and entire llauo of laid paper it.en
and not In Q .upplem.nt ther.of far a period of
one
consecutive we.kl, beginninG an the
_6th
day of
July
,1' .m
July ,
and ending an the --6.th-- day of
19-83-., and thai said new.paIMr was r.gularly dlatrlbuted
to III lublcrlberl during all of thll p.rlod. That tho full amount of
S -2.7....2D- hal b.en paid In 'ull,al the role 01$:1,"0 per (01.
umnlnCh'O'.OCh'7-~~
Sublcrlbed and sworn to belar. m. lhb .~ day of
-Il.u~. ,..6.3--, ~'l/ .:-
/9tJ!lUJ..t!.!._f,2lJ.::j,-j;;;[,.> (/ 4 ~-
/ NO'My Public In and for the Sial. of
Wa'hlnDI"", r..ldlng at Port Town,end
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( ,;;SOLUTION NO. 59-83
COUNTY ROM PROJECT no. ~
RF.FO~ THE BOARD OF JEFFERSON COUNTY CO}~tISSIONERS OF JEFFERSON COUNTY. WASHINGTON.
In the ,matter of initiating a county road project desicnated as C.R.P. 528
.~~~!,:eby resolved that the WHITNEY PoINT Road,
State Road Log II 27590 . from Hilepoint 0.00 to Milepoint 1.06
be improved as follows:
. REALIGN, REGRADE, DRAINAGE AND SURFACE
It is further resolved that an appropriation from the officially adopted road fund
budget and based on the county engineer's estimate is hereby made in the amounts
and for the purpose shown:
PURPOSE
~IOUNT OF APPROPRIATION
$ 18,000,00
25,000.00
Engineering
Right of Way Acquisil:1on
Sub Tota~
$ 43 ~OOO. 00
Construction:
Contract 0
County Forces 0
Total
$ 43,000.00
~This project is included in the officially adopted annual road program
W as item n 6 '
()The project is hereby made a part of the officially adopted annual road
program in accordance with RCII 36, 81.130,
It is further resolved that:
()The construction is to be accomplished by contract in accordance with
R.C,W, 36.77,020 et, seq.
OThe construction is to be accomplished by county forces in accordance'
with R,C,W. 36.77/060 and WAC 136-18,
Adopted this -2.J.~ daY'Of~, ,19!?
. V BOARD. OF JEFFERSON COUNTY COMMISSIONERS
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!oIamber
SEAL
ATTEST:
'Q;(-<I.,:(<, / ~~~
o):din13 C. Bragg I'
Clerk of the Doard
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Form 133
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C. ,-"SOLUTION NO, 59-83 ( ,:.
COUNTY ROAD PROJli:CT NO. 528
.A?"6A<::"""..,L,7"'-7
7-.r.-.p.:>~
RF.PO~ THE BOARD OF JEFFERSON COUNTY CO~~IISSIONERS OF JEFFERSON COUNTY, WASHINGTON.
In the matter of initiating a county road project designated as C.R.P. 528
.!.L.;!&~teby resolved that the WHITNEY POINT Road,
State Road Log U 27590 , from }ulepoint 0.00 to Mi1epoint 1.06
be improved as follows:
, REALIGN, REGRADE, DRAINAGE AND SURFACE
It is further resolved that an appropriation from the officially adopted road fund
budget and based on the county engineer's estimate is hereby made in the amounts
and for the purpose shown:
PURPOSE
A}fOUNT OF APPROPRIATION
$ 18,000.00
25,000.00
Engineering
Right of Way Acquisition
Sub Total
$ lt3,000.00
Construction:
Contract 0 -
County Forces 0
Total
$ 43.000,00
~ This project is included in the officially adopted annual road program
W as Item U 6
()The project is hereby made a part of the officially adopted annual road
program in accordance with RCW 36.81.130,
It is further resolved that:
o The construction is to be accomplished by contract in accordance with
R.C.W, 36,77,020 et. seq.
OThe construction is to be accomplished by county forces in accordance
with R,C.W. 36.77/060 and WAC 136-10,
Adopted this ,.1g JdwdaYOf~. ) q,f...J
tJ1 BO~R; OF JEFFERSON COUNTY COMMISSIONERS
Q'<7Jt ~4tu
Ch~~~~/
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Nernber
SEAL
ATTEST:
n ~J2;~:;r~
~le C, Bragg f'
Clcrlt of the nonrd '
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FOIm 133
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JEl-'J-. rHSON , COUNTY '
SPECIFICATIONS AND CONIRACT r:x::>cUMENTS ~,
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FOR
PO/NT J.f(H/7NEY ROAD
COUNTY ROAD NO. 2.75908
AND
BEE M/Ll ROAD
COUNTY ROAD NO, 2.73408
COUNTY ROAD PROJECT NO. CR0528
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NOTICE '1'0 PLAN HOLDER:
The office to administer this contract
is the Jefferson county Department of pUblic Works,
P.o. Box 1220
Port Townsend, WA 98368
Telephone: (206) 385-9160
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NOTICE TO CONTRACTORS
CALL FOR BIDS
POINT WHITNEY ROAD - BEE MILL ROAD, C.R.O. 528
Notice is hereby given that the Board of County Commissioners of Jefferson
county, state of Washington, will receive sealed bids up until the hour of
10:30 a.m., Monday, May 22, 1989 at the office of the County Commissioners,
Courthouse, Port Townsend, Washington, 98368, and will be then and there
opened and read publicly after that date and time for construction of
improvements to 0.83 miles of Point Whitney Road, county Road No. 275908,
M.P. 0.00 to M.P. 0.83, and 0.18 miles of Bee Mill Road, county Road No.
273408, M.P. 1.45 to M.P. 1.63, C.R.D. 528, in Jefferson county, by grading,
draining, and various other work as described in the contract documents.
Major items of work will be, clearing and grubbing, grading, draining,
surfacing, culvert removal and installation, removing and installing
fencing, removing and installing beam guard rail, flexible guide posts,
permanent signing, seeding and fertilizing.
Bids shall be submitted in accordance with the plans and specifications on
file at the office of the Director of Public Works, Courthouse, Port
Townsend, WaShington, where copies may be obtained by depositing $25.00.
The deposit will be refunded if the plans and specifications are returned
in good condition within 10 days of bid opening.
Each bid shall be accompanied by a surety bond, postal money order, cash,
cashiers check or certified check payable to the Treasurer of Jefferson
county in the sum of 5% of the bid amount, to be forfeited to Jefferson
County by the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100% of the contract price
wi thin ten (10) days of the award. The board of County Commissioners
reserves the right to reject any and all bids, and to accept the bid deemed
most advantageous to Jefferson County and to waive all informalities in the
bidding.
Dated this J:::F.:t day of ~//' a,
, 1989,
BOARD OF JEFFERSON COUNTY COMMISSIONERS
4--J--ft}5<' - f! ./~~'-.u-t._
George . Brown, Chairman
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INDEX
CALL FOR BIDS . .
AMENDMENTS TO THE STANDARD SPECIFICATIONS
INTRODUCTION . . . . . . . . . , . . .
AMENDMENTS TO THE STANDARD SPECIFICATIONS .
SECTION 1-02, BID PROCEDURES AND CONDITIONS
SECTION 1-04, SCOPE OF THE WORK . . . . . .
SECTION 1-05, CONTROL OF WORK . . . . . . .
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
SECTION 1-08, PROSECUTION AND PROGRESS . . . . . . .
SECTION 1-09, MEASUREMENT AND PAYMENT. . . . . . . .
SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT . .
SECTION 2-09, STRUCTURE EXCAVATION . . . . . . . .
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES
SECTION 3-03, SITE RECLAMATION ... . . , . . . .
SECTION 7-02, CULVERTS . . . . . . . , . . . . . .
SECTION 7-10, TRENCH EXCAVATION, FOUNDATION BEDDING, AND BACKFILL FOR WATER
MAINS ...................
SECTION 8-21, PERMANENT SIGNING. . . . . . . . . .
SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
SECTION 9-09, TIMBER AND LUMBER . . . . . . . . .
SECTION 9-28, SIGNING MATERIALS AND FABRICATION . . . . .
SPECIAL PROVISIONS
SPECIAL PROVISIONS . . . .
PREQUALIFICATION OF BIDDERS
DATE OF OPENING BIDS
DESCRIPTION OF WORK . . . .
FUNDS . . . . . . . . . . .
AMERICAN-MADE MATERIAL
OTHER CONTRACTS OR OTHER WORK
PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL
RESOURCES
STATE SALES TAX . . . . , . . . . . ,
LOAD LIMITS . . , . . . . . . . . . ,
WAGE RATE FORMS . . . . . . . . . . ,
SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION
ARCHAEOLOGICAL AND HISTORICAL OBJECTS
UTILITIES . . , . . . . . . .
TRAFFIC CONTROL , . . . . . .
EMERGENCY TRAFFIC CONTROL . .
PU8LIC CONVENIENCE AND SAFETY
CONSTRUCTION SIGNING
SPECIALTY ITEMS . .
PROGRESS OF WORK
TIME FOR COMPLETION .
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ROADSIDE CLEANUP . _ . . . . .
SCARIFICATION OF EXISTING PAVEMENT
REMOVING ASPHALT CONCRETE PAVEMENT
DISPOSAL OF SURPLUS MATERIAL
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
SOURCE OF MATERIALS . . . . . .
HAULING ON OTHER THAN STATE HIGHWAYS
SITE RECLAMATION . . . .
EROSION CONTROL . . . . . . . . . . .
INSTALLING FLEXIBLE GUIDE POST
FLEXIBLE GUIDE POSTS . . . . . . .
HAND PLACED RUBBLE ENERGY DISSIPATOR
REMOVING WIRE FENCE . . . . . . . .
INSTALLING WIRE FENCE TYPE 2
REMOVING AND REPLACING FENCE
REMOVING AND RESETTING CABLE FENCE
REMOVING EXISTING CULVERT PIPE
BEVELING CULVERT PIPE . . . . . . .
REMOVING BEAM GUARD RAIL AND ANCHORS
REMOVING AND RESETTING STATE SHELLFISH LABORATORY SIGN
MAILBOXES - PAPER BOXES
STANDARD PLANS .... . . . . . .'. . . . . . .
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2
3
4
The fOllowing Amendments and Special provisions shall be used in
conjunction with the 1988 standard specifications for Road, Bridge, and
Municipal construction adopted in January, 1988.
5
AMENDMENTS TO THE STANDARD SPECIFICATIONS
6
7
8
9
10
The fOllowing Amendments to the Standard Specifications are made a part
of this contract and supersede any conflicting provisions of the
Standard Specifications. For informational purposes, the date following
each Amendment title indicates the implementation date of the Amendment
or the latest date of revision.
11
12
13
Each Amendment contains all current revisions to the applicable section
of the Standard Specifications and may include references which do not
apply to this particular ,project.
Where the term "Commission" or "Washington State Transportation
Commission" appears in the Standard Specifications or special
Provisions, it shall be interpreted to mean the Board of county
Commissioners of Jefferson County.
Where the term "Department" or "Department of Transportation" appears
in the Standard Specifications or special provisions, it shall be
interpreted to mean the Director of Public Works of Jefferson County
and such agents as are authorized to act in his behalf.
14
15
16
17
18
19
20
21
22
23
24
25
Where the term "Engineer" appears in the Standard Specifications or
Special Provisions, it shall be interpreted to mean the county Engineer
of Jefferson County, acting directly or through his duly authorized
representatives.
26 Where the term "State" appears in the Standard Specifications or Special
27 Provisions, it shall be interpreted to mean Jefferson County acting
28 through its authorized representatives.
29
30
J1
32
Where the term "State Treasurer-Department of 'rransportation" appears
in the Standard Specifications, it shall be interpreted to mean
Jefferson County Treasurer, acting through its authorized
representatives.
33 SECTION 1-02, BID PROCEDURES AND CONDITIONS
34 January 25, 1988
35 1-02,13 Irregular Proposals
36
Item (b) under No. 2 is deleted.
37 SECTION 1-04, SCOPE OF THE WORK
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1 September 12, 1988
2
3
Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1-04.2
4 The four paragraphs of this subsection are revised to read:
5
6
7
8
9
10
11
The complete contract includes these parts: The Contract Form,
Proposal, Plans, Special Provisions, these Specifications, Addenda,
and all supplemental documents. These parts complement each other
in describing a complete work. Any requirement in one part binds
as if stated in all parts. The Contractor shall provide any work
or materials clearly implied in the description even if the
contract does not mention it specifically.
12
13
14
15
Any,discrepancy in the parts of the contract shall be resolved by
following this order of precedence (e.g. 1 takes precedence over
2, 3, 4, 5, 6, and 7; 2 takes precedence over 3, 4, 5, 6, and 7
and so forth):
1 . Addenda
2. Proposal
3. Special provisions
4. Plans
5. Amendments to Standard Specifications
6. Standard Specifications
7. Standard Plans
I.
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On the Plans, drawings, and Standard Plans, figured dimensions
shall take precedence over scaled dimensions.
25
26
27
In case of any ambiguity or dispute over interpreting the contract,
the Engineer'S decision will be final as provided in section
1-05.1.
28
29
SECTION 1-05, CONTROL OF WORK
August 29, 1988
30
Plans and Working Drawings
1-05.3
31
The fourth sentence of the third paragraph is revised to read:
Unless otherwise stated in the contract, the Engineer will require
up to 30 calendar days from the date the submittals are received
until they are sent to the Contractor.
32
33
34
35
Final Acceptance
1-05.12
36
The first sentence of the first paragraph is revised to read:
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The Contractor must perform all the obligations under the contract
before final acceptance can occur except as provided in section
1-09.9 for unilateral acceptance.
4
5
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
December 27, 1988
6
The following new section is added following section 1-07.9 Wages:
1-07 .9( 1) Employees Engaged In Production and Delivery of
Aggregates and Related Materials
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8
9
10
11
In regards to the state of Washington minimum wage requirements of
RCW 39.12, the provisions of the following WAC 296-127-016 shall
apply:
WAC 296-127-016 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED
IN THE PRODUCTION AND DELIVERY OF MATERIALS PREDOMINANTLY USED
IN ROAD CONSTRUCTION. The materials covered under this
section are sand, gravel, crushed rock, concrete mix, asphalt,
or other similar materials.
12
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20
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(1) For the purpose of this section, a Contractor or
subcontractor is defined as an employer who has
contracted to perform work on a pUblic works project
site. Employers who produce and stockpile these
materials for public agencies are not considered
Contractors for the purpose of this section. Workers
who are employed by public works Contractors or
subcontractors are subject to the provisions of Chapter
39.12 RCW when:
26
27
28
29
( a) They are engaged in the production of the above
listed materials for a public works project in a
sand or gravel pit, rock quarry, concrete mixing
plant, or other similar facility; or
(b) They are engaged in the transportation of the above
listed materials for use on the public works
project, whether or not they perform any work on
the project site.
(2) Workers are subject to the provisions of Chapter 39.12
RCW, regardless of who their employer is, when:
(a) They deliver any of the above materials to public
worlts construction sites and perform any spreading,
leveling, rolling, or otherwise participate in any
incorporation of the materials into the project; or
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(b) They wait at or near the public works project site
to participate in the incorporation of the materials
into the project; or
(c) They remove any materials from a public works
construction site pursuant to contract requirements
or specifications (e.g., excavated materials,
materials from demolished structures, cleanup
materials, etc.); or
(d) They work in a material proQuction facility (e.g,.,
batch plant, borrow pit, rock quarry, etc.,) which
is established for a pUblic works project near a
public works construction site for the specific,
but not exclusive, purpose of supplying materials
for the project.
(3) Workers are not subject to the prevailing wage
requirements of Chapter 39.12 RCW when: They are employed
by a common or contract carrier trUCking company
principally or exclusively engaged in the hauling or
delivery of such products, and the employee's duties do
not include spreading, leveling, rolling, or otherwise
participating in the incorporation of the delivered
materials into the project.
If a firm falls under the provisions of RCW 39.12 by virtue of WAC
296-127-016 and does not fall into the category of Contractor,
subcontractor, or agent of a subcontractor previously addressed in
Section 1-07.9, then that firm shall comply with all the
requirements of RCW 39.12 including but not limited to:
(1 l;
File a "statement of Intent to Pay Prevailing wages"
(F700-029-000 or F700-029-111) with the industrial
statistician of the washington State Department of Labor
and Industries for approval,
( 2 ) Submit a copy of the approved "Statement of Intent to
Pay prevailing Wages" (F700-029-000 or F700-029-1l1) to
the Enginecr,
(3) Pay the prevailing rate of wage for each classification
of workers entitled to the prevailing wage,
(4 )
File an "Affidavit of Wages Paid" (F700-007-000 or
F700-007-111) with the industrial statistician of the
Washington State Department of Labor and Industries for
approval, and
Submit a copy of the approved "Affidavit of wages paid"
(F700-007-000 or F700-007-111) to the Engineer.
(5 )
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The forms required only by virtue of WAC 296-127-016 shall be on
the forms provided by the industrial statistician of the Washington
State Department of Labor and Industries. The affected firms shall
be responsible for requesting these forms from that agency.
The Contractor shall be responsible for ensuring compliance with
th~ requirements of WAC 296-127-016 by all firms engaged in any
part of the work necessary to complete the contract.
1-07.11(7)A
Special Training provisions
Item 3, Affirmative Action Recruitment Required, is revised to read:
3. Affirmative Action Recruitment Required This training
commitment is not intended, and shall not be used, to
discriminate against any applicant for training, whether a
protected group individual or not. However, training and
upgrading of minorities and women toward journeyman status is
a primary objective of this Training Provision. Accordingly,
the Contractor/Subcontractor assigned training shall make
every effort to enroll minority and women trainees to the
extent such persons are available within a reasonable area of
recruitment. More specifically, if a nonminority male
trainee/apprentice is proposed for utilization toward meeting
the training goal, approval may be granted if the
Contractor/Subcontractor proposing to utilize the trainee is
otherwise in compliance with the contract's Equal Employment
Opportuni ty and On-the-Job Training requirements and further"
provides documentation as to the efforts taken to fill the
specific training position with either minorities or females:
or, if not otherwise in compliance, furnishes evidence of
his/her systematic and direct recruitment efforts in regard
to the position in question and in promoting the enrollment
and/or employment of minoriti.es and females in the craft which
the proposed trainee is to be trained.
As a minimum, a contractor/Subcontractor who is not otherwise
in compliance can substantiate their systematic and direct
recrui tment efforts by providing documentation as to the
following:
a. Wri tten notification to minori ty and female
recruitment sources and community organizations of
available employment opportunities with the
contractor/Subcontractor and/or enrollment
opportunities with its unions;
Records documenting the Contractor/Subcontractor's
efforts, and the outcome of those efforts, to employ
minority and female applicants and/or refer them to
unions;
b,
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Records reflecting the contractor/Subcontractor's
efforts/participation in developing minority and
female on-the-job training opportunities, including
upgrading programs and apprenticeship;
wri tten notices to unions and training programs
disseminating the contractor/subcontractor's EEO
policy and requesting their cooperation in aChieving
his/her EEO and OJT obligations.
Systematic and direct recruitment efforts must be through
public and private sources likely to yield minority and female
trainees. Such documentation must be submitted in a timely
manner. Contractor/Subcontractor's compliance with this
section shall be made on a case-by-case basis. The Project
Engineer's determination of a contractor/Subcontractor's
comp1 iance with this section shall be administratively as
provided in section 1-05.1.
c.
5
6
d.
7
8
1-07.11(10)8 Required Records and Retention
This section is revised to read:
All records must be retained for a period of three years following
completion of the contract work and shall be available at
reasonable times and places for inspection by authorized
representatives of the State Department of Transportation, and on
Federal-aid projects, the Federal Highway Administration.
On Federal-aid contracts only, the contractor/Subcontractor shall
submit to the Project Engineer an annual report for each month of
July for the duration of the project. The report must indicate
the number of minority, women, and nonminori ty group employees
currently engaged in each work classification required by the
contract work. This information is to be reported on Form PR 1391
by August 11.
All contractors/subcontractors having contracts of $10,000 or more
that are State or Federally funded shall submit a copy of the
Office of Federal Contract Compliance (OFCCP) form CC-7.57 to the
Project Engineer by the fifth of the month during the term 'of the
contract.
Failure to submit the required reports by their due dates may
result in the withholding of progress estimate payments.
SECTION 1-08, PROSECUTION AND PROGRESS
December 27, 1988
1-08.1
SUbcontracting
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The fifth paragraph is revised to read:
2
3
4
5
6
7
8
9
10
11
12
The Department will not consider as subcontracting: (1) purchase
of sand I gravel, crushed stone, crushed slag, batched concrete
aggregates, ready mix concrete, fabricated structural steel, and
any other materials supplied by established and recognized
commercial plants; or (2) delivery of these materials to the work
site in vehicles owned or operated by such plants or by recognized
commercial hauling companies. However, the Washington state
Department of Labor and Industries may determine that RCW 39.12
applies to the employees of such firms identified in (1) and (2)
above in accordance with WAC 296-127-016. If this should occur,
the provisions of Section 1-07.9(1) shall apply.
13
Progress Schedule
1-08.3
14
15
The first paragraph of this section is supplemented by the following
paragraph:
16
17
18
19
20
21
22
23
The Department allocates its resources to a contract based on the
total time allowed in the contract. The Department will accept a
progress schedule indicating an early completion but cannot
guarantee Department resources will be available to meet the
accelerated schedule. No additional compensation will be allowed
if the Contractor is not able to meet their accelerated schedule
due to the unavailability of Department resources or for other
reasons beyond the Department's control.
24
25
SECTION 1-09, MEASUREMENT AND PAYMENT
October 31, 1988
26
Measurement of Quantities
1-09.1
27 The column headings for the tabulation CONVERSION FACTORS AVERAGE
28 WEIGHTS AND VOLUMES OF ASPHALT are corrected to read:
29
30
Grade
Pounds per
Gallon @ 600F
Gallons ~er
Ton @ 60 F
31
1-09.6
Force Account
32
Item No.6, Contractor Markup on Subcontractors, is revised to read:
When work is performed on a force account basis by approved
subcontractors, the Contractor will be allowed an additional markup
equal to 5 percent of the total cost computed for 1, 2, 3, 4, and
5 for all administrative costs.
33
34
35
36
37
1-09.8
Payment for Material on Hand
38 The following paragraph is added after the first paragraph:
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The state may reimburse the Contractor for traffic signal
controllers as follows:
3
4
5
Fifty percent when the traffic signal controller and all
components are received and assembled into a complete unit at
the Headquarters Materials Laboratory.
2. One hundred percent when the traffic signal controller is
approved for shipment to the project by the Headquarters
Materials Laboratory.
1.
6
7
8
9
10
SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP
April 11, 1988
11
Disposal of Usable Material and Debris
2-01. 2
12
This section is supplemented with the following:
Disposal of debris in a Contractor provided waste site shall meet
the requirements of Section 2-03.3(7)C.
13
14
15
16
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
April 11, 1988
17
2-02.3(1) General Requirements
The last paragraph is revised to read:
The Contractor may dispose of waste material in State-owned sites
if the Special provisions or the Engineer permit it. Otherwise,
the contractor shall arrange to dispose of waste at no expense to
the State and any such disposal shall meet the requirements of
section 2-03.3(7)C.
18
19
20
21
22
23
24
25
SECTION 2-03, ROADWAY EXCAVATION AND EMBANI<MENT
August 29, 1988
2-03.3(7) Disposal of surplus Material
26
27 This section is revised to read:
28 2-03.3(7) Disposal of Surplus Material
29
2-03.3(7)A General
30
31
32
The Contractor shall haul all excavation to the nearest embankment,
unless the Engineer declares the hauling distance to be too great.
If excavation yields more material than needed for nearby
8
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embankments, the Contractor shall dispose of the excess in keeping
with the Special provisions or as th2 Engineer directs.
2-03.3(7)B Haul
When the contract includes a payment item for haul, the State will
pay as follows for hauling excess excavation to a disposal site:
1. If the state provides a site, but the Contractor chooses
to haul elsewhere, the State will pay for all actual
mileage up to but not exceeding the mileage that would
have been necessary using the state site.
2. If the state does not provide a site, the state will pay
for all actual mileage up to but not exceeding the
mileage necessary to haul to a site 1 mile from the
project limits.
2-03.3(7)C Contractor Provided Disposal site
If the state provides no waste site, but requires disposal of
excess excavation or other materials, the Contractor shall arrange
for disposal at no expense to the state, except as provided in
section 2-03.3(7)B Item 2.
The Contractor shall acquire all permits and approvals required
for the use of the disposal site. The cost of any such permits
and approvals shall be included in the bid prices for other work.
The Contractor shall, if requested by the Engineer, provide the
Engineer the location of all disposal sites to be used and also
provide copies of the permits and approvals for such disposal
sites.
Disposal of excess material within a wetland area will not be
allowed without a Section 404 permit issued by the u.s. Corps of
Engineers, and approval by the local agency with jurisdiction over
the wetlands. Wetlands are defined as those areas inundated or
saturated by ground or surface water at a frequency and duration
sufficient to support, and that under normal circumstances do
support, a prevalence of vegetation typically adapted for life in
saturated soil conditions. Wetlands generally include swamps,
marshes, bogs, and similar areas.
The Contractor shall protect, indemnify and save harmless the state
from any damages that may arise from the contractor's activities
in making these arrangements. Such indemnity shall be in
accordance with RCW 4.24.115 as amended by CH. 305, Laws of 1986.
Any action required to satisfy any permit and/or any approval
requirements in a Contractor provided disposal site shall be
performed by the Contractor at no additional expense to the state.
9
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Reclamation of a Contractor-supplied waste site must conform to
the requirements of section 3-03.
3
2-03.3(14)C
compacting Earth Embankments
4 The first sentence of the twelfth paragraph is revised to read:
5 Under Method B, the moisture content of the material shall not
6 exceed 3 percent above the optimum determined by the tests
7 described in Section 2-03.3(14)D.
8
2-03.3(14)I
Embankments at Bridge and Trestle Ends
9
The first sentence of the first paragraph is revised to read:
10
11
This work consists of filling around the ends of trestles and
bridges, the area defined in section 1-01.2.
12
13
SECTION 2-09, STRUCTURE EXCAVATION
May 23, 1988
14
2-09.3(I)D
Disposal of Excavated Material
15
The second paragraph is supplemented with the following:
Any such disposal shall meet the requirements of Section
2-03.3(7)C.
16
17
18
19
2-09.3(4)
Construction Requirements, Structure Excavation, Class
B
20
This section is revised as follows:
21
Delete the third and fourth sentence of the third paragraph.
22
2-09.4
Measurement
23
This section is supplemented with the following:
Shoring and Cribbing or extra excavation Class 8 will be measured
by the square foot as follows:
24
25
26
27
28
29
30
31
32
33
34
Where the trench is excavated to a depth of 4 feet or more
and shoring and cribbing is constructed or the earth faces
arc excavated to the slope of repose provided it is 3/4 to 1
or flatter as required to meet safety regulations, the area
for payment will be measured on each side of the trench or
oxcavation whero such work is performed. Measurement will be
mado from tho existing ground line or from the neat lines of
a dosignated qrading section at the outer limit defined for
payment for structure excavation to the bottom of the
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excavation and for the length of the work actually performed.
The bottom elevation for measurement will be the bottom of the
excavation as shown in the plans or as otherwise established
by the Engineer.
5
Payment
2-09.5
6 This section is supplemented with the following:
7
8
7. "shoring and Cribbing or Extra Excavation Class B", per square
foot.
9
10
11
12
13
14
15
16
17
The unit contract price per square foot shall be full pay for the
construction and removal of shoring and cribbing. The unit
contract price per square foot shall be full pay for all
excavation, backfill, compaction, and other work required when
extra excavation is used in lieu of constructing shoring and
cribbing. If select backfill material is required for backfilling
within the limits of the structure excavation, it shall also be
required as backfill material for the extra excavation at the
Contractor's expense.
18
19
20
21
22
23
If there is no bid item for shoring and cribbing or extra
excavation Class B on a square foot basis and the nature of the
excavation is such that shoring and cribbing or extra excavation
is required as determined by the Engineer, payment to the
Contractor for the work will be made in accordance with section
1-04.4.
24
25
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES
January 30, 1989
26
3-01. 3 (5)
Moving Plant
27 The reimbursement for haul addressed in the first sentence of the third
28 paragraph is revised from $0.20 to $0.25,
29
3-01.4(1)
Acquisition and Development
30 The last sentence of the third paragraph is revised to read:
31
32
33
34
35
When the Contractor intends to operate a source under the
Department's blanket surface mining permit, the Contractor shall
submit a reclamation plan for approval. No work shall begin in
the pit or quarry before the reclamation plan is approved by the
Engineer.
36
37
SE~'ION 3-03, SITE RECLAMATION
December 12, 1988
11
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1 3-03.2(1) state-Provided sites
2 This section is revised to read:
3 All borrow, quarry, or pit sites of over three acres in size of
4 disturbed land or resulting in pit walls more than thirty feet high
5 and steeper than a one to one slope which are owned or furnished
6 by the state shall be reclaimed as shown in the Plans and as
7 designated by the Engineer.
8
9
10
11
12
Ultimate reclamation plans are not normally required for borrow,
quarry, or pit sites not meeting the above criteria or stockpile
or waste sites. However, all such sites shall be reclaimed to the
extent necessary to control erosion and provide satisfactory
appearance consistent with anticipated future use.
13
3-03.2(2) Contractor-Provided sites
The first sentence in the paragraph is revised to read:
14
15
16
17
18
19
20
All borrow, quarry, and pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the Contractor shall be reclaimed in accordance with the
conditions and requirements of an approved operating permit
acquired from the Department of Natural Resources.
The first sentence in the third paragraph is revised to read:
Ultimate reclamation plans are not required for borrow, quarry, or
pit sitos not meeting the above criteria or for stockpile or waste
sitos.
21
22
23
24
25 The fou~th pa~aqraph is ~evised to read:
26
27
28
29
30
31
32
33
34
Compliunce with the State Environmental Policy Act (SEPA) is
requlred for sites involving more than 100 cubic yards of
oxcavation or landfill throughout the lifetime of the site unless
tho local agency in which the project is located establishes a
gr.eater amount. si tes involving more than 500 cubic yards of
excavatlon or landfill throughout the lifetime of the site always
require compliance with SEPA. Those reclamation plans to be
approved by the Department of Transportation shall be prepared and
submitted for approval as herein specified.
35
36
SI!:C'l'ION '1-0~, CULVI!:I~'l'S
May 23, 1988
'1-02.3(1) plnclnq Culvert pipe - General
37
38 'l'his section is supplemented with the following:
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Any shoring and cribbing or extra excavation required shall meet
the requirements of Section 2-09.3.
3 7-02.4 Measurement
4 This section is supplemented with the following:
5
6
Shoring and cribbing or extra excavation will be measured as
specified in Section 2-09.4.
7
7-02.5 Paynlent
This section is supplemented with the following:
8
9
10
21. "Shoring and Cribbing or Extra Excavation Class B", per square
foot.
11
12
13
The unit contract price per square foot for "Shoring and Cribbing
or Extra Excavation Class B", shall be full pay for the work as
specified in section 2-09.5.
14
15
16
SECTION 7-10, TRENCH EXCAVATION, FOUNDATION BEDDING, AND BACKFILL FOR
WATER MAINS
May 23, 1988
7-10.3(7) Trench Excavation
This section is supplemented with the following:
17
18
19
20
21
22
23
If workers enter any trench or other excavation 4 feet or more in
depth that does not meet the open pit requirements of section
2-09.3(3)B, it shall be shored and cribbed. The Contractor alone
shall be responsible for worker safety, and the State assumes no
responsibili ty.
The Contractor must submit six sets of plans before shoring or
cribbing. These plans must meet the plan requirements set forth
in section 2-09.3(3)D.
24
25
26
27
28
upon completing the work, the Contractor shall remove all shoring
and cribbing unless the plans or the Engineer direct otherwise.
29 7-10.4 Measurement
30 This section is supplemented with the following:
31
32
33
Shoring and cribbing or extra excavation trench, will be measured
as specified in section 2-09.4 for shoring and cribbing or extra
excavation Class B.
13
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2 This section is supplemented with the following:
3
4
"Shoring and Cribbing or Extra Excavation Trench", per square
foot.
5.
5
6
7
8
The unit contract price per square foot for "Shoring and Cribbing
or Extra Excavation Trench", shall be full pay for the work as
specified in section 2-09.5 for shoring and cribbing or extra
excavation Class B.
9
10
SECTION 8-21, PERMANENT SIGNING
February 27, 1989
11
8-21.3(4) Sign Removal
12
This Section is revised to read:
13
14
15
16
17
18
19
20
21
22
23
24
25
26
Where shown in the Plans or as indicated by the Engineer, the
existing signs and, if so indicated, the sign structures shall be
removed by the Contractor. Where indicated, the Contractor shall
remove concrete pedestals to a minimum of 12 inches below finished
grade and backfill the holes to the satisfaction of the Engineer.
Where the existing sign post is located within a sidewalk area, the
Contractor shall remove the post and finish the area so as to make
the sidewalk continuous. The sign posts and structures shall
become the property of the Contractor and shall be removed from the
project or otherwise disposed of as approved by the Engineer. The
signs shall remain the property of the State and shall be
stockpiled, as directed by the Engineer, at the location designated
in the Special Provisions. The Contractor may disassemble large
signs to facilitate transportation.
27 8-21.3(9)B Nonshrink Grout
28 This section is revised to read:
29
8-21. 3 (9) B Grout
Grout shall conform to the requirements of section 6-03.3(36)
30
31 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
32 April 11, 1988
33
9-05.1 Drain Pipe
The following subsection is added:
34
35 9-05.1(7) Corrugated Polyethylene Drain Pipe
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1 Corrugated polyethylene drain pipe, 12-inch thru 24-inch diameter
2 maximum, shall meet the minimum requirements of AASHTO M 294.
3 9-05.2 Underdrain Pipe
4 The following subsection is added:
5 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe
6
7
8
9
Perforated corrugated pOlyethylene underdrain pipe, 12-inch thru
24-inch diameter maximum, shall meet the minimum requirements of
AASHTO M 294. Perforations shall be in accordance with AASHTO M
252.
10
9-05.9 Steel Spiral Rib Storm Sewer Pipe
11
This Section is revised to read:
12
13
14
15
Steel spiral rib storm sewer pipe shall be manufactured of metallic
coated (aluminized or galvanized) corrugated steel and inspected
in conformance with Section 9-05.4. The size, coating, and metal
shall be as shown in the Plans or in the Specifications.
The manufacturer of spiral rib storm sewer pipe shall furnish to
the Engineer a certificate of compliance stating that the materials
furnished comply in all respects with these Specifications. The
Engineer may require additional information or tests to be
performed by the Contractor, at no expense to the State.
Unless otherwise specified, spiral rib storm sewer pipe shall be
furnished with pipe ends cut perpendicular to the longitudinal axis
of the pipe, Pipe ends shall be cut evenly. Spiral rib pipe shall
be fabricated either by using a continuous helical lock seam with
a seam gasket or a continuous helical welded seam paralleling the
rib.
For spiral rib storm sewer pipe, helical !"ibs shall project
outwardly from the smooth pipe wall and shall be fabricated from
a single thickness of material. The ribs shall be essentially
rectangular and shall be 3/4 inch plus two times the wall thickness
(2t) plus or minus 1/8 inch (measured outside to outside) and a
minimum of 0.95 inch high (measured al'l the minimum vertical,
distance from the outside of pipe wall immediately adjacent to the
lockseam or stiffener to the top surface of rib). The maximum
spacing of the ribs shall be 11.75 inches center to center
(measured normal to the direction of the ribs). The radius of bend
of the metal at the corners of the ribs shall be a minimum of 0.10
inch and a maximum of 0.17 inch. If the sheet between adjacent
ribs does not contain a lockseam, a stiffener shall be included
midway between ribs, having a nominal radius of 0.25 inch and a
minimum height of 0.20 inch toward the outside of the pipe, Pipe
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shall be fabricated with ends that can be effectively jointed with
coupling bands.
When required, spiral rib or narrow pitch spiral rib pipe shall be
bituminous treated or paved. The bituminous treatment for spiral
rib pipe shall conform to the requirements of sections 9-05.4(3)
and 90-5.4(4).
For narrow pitch spiral rib sewer pipe, the helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be .375 inch
::!:: 1/8 inch wide (measured outside to outside) and a minimum of
.4375 inch high (measured as the minimum vertical distance from the
outside of pipe wall to top surface of the rib). The maximum
spacing of ribs shall be 4.80 inches center to center (measured
normal to the direction of the ribs). The radius of bend of the
metal at the corners of the ribs shall be 0.0625 inch with an
allowable tolerance of ::!:: 10 percent.
9-05.9(1) continuous Lock Seam Pipe
Pipes fabricated with continuous helical seam parallel to the rib
may be used for full circle pipe. The lock seam shall be formed
in the flat between ribs and shall conform to Sections 7.5.1
throngh 7. 5 . 3 of AASHTO M 36.
For narrow pitch spiral rib storm sewer pipe, the lap width
specified in Section 7.5.1 shall be 1/4 inch.
For use in applications without bituminous treatment, the
continuous lockseam must be qualified by tests conducted by the
Headquarters Materials Laboratory.
9-05.9(1)A Basis for Acceptance
The basis for acceptance will be a qualification test, conducted
by the Headquarters Materials Laboratory, for each manufacturer of
helically corrugated, gasketed spiral rib, or narrow pitch spiral
rib lock seam steel pipe. Only those specific pipe sizes and
gasket materials approved under the qualification test will be
accepted.
continuous lock seam pipe shall be sampled and tested in accordance
with AASHTO T 249.
9-05.9(2) continuous Welded Seam Pipe
pipes fabricated with a continuous helical welded seam parallel to
the ribs may be used for full circle pipe. The welding process for
galvanized steel pipe shall be so controlled that the combined
width of the weld and adjacent spelter coating burned by the
welding does not exceed three times the thickness of the metal.
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If spelter is burned outside these limits, the weld and burned
spelter shall be treated as required below. Testing for welded
seam quality control shall conform to AASHTO T 421. Welded pipe
fabricated from aluminized steel pipe shall have the coating of the
welded area repaired by flame-sprayed metalizing inside and out
after welding.
7
8
9
10
11
12
Repair of Damaged Galvanizing: When the galvanized (zinc coated)
surface has been burned by gas or arc welding, all surfaces of the
welded connections shall be thoroughly cleaned by wire brushing and
all traces of the welding flux and loose or cracked galvanizing
removed, after which the areas shall be repaired by flame-spray
metalizing both inside and out.
13
9-05.9(3) Coupling Bands
Coupling bands shall be of the same material as the pipe. Coupling
bands and gaskets shall conform to section 9-05.10(1).
9-05.10 Steel storm Sewer Pipe
14
15
16
17
This section is revised to read:
18
19
20
21
22
23
24
25
26
Steel storm sewer pipe shall conform to the requirements of section
9-05.4 for steel culvert pipe, except that protective coating shall
be Treatment 5, and be constructed of either helically corrugated
lock seam or helically corrugated continuous welded steel pipe.
When gasketed helically corrugated lock seam steel pipe is called
for, Treatment 5 is not required. Welded seam aluminum coated
(aluminized) steel pipe shall require metalized aluminum ~oating
inside and out following welding and shall not require Treatment
5.
27 9-05.10(1) coupling Bands
28 This Section is revised to read:
29
30
Coupling bands for storm sewer pipe shall conform to the details
shown in the Standard Plan and to these specifications:
Bands shall be made of the same base metal as the pipe and
may be two nominal thicknesses lighter than used for the pipe
but not thicKer than 0.109 inch or lighter than 0.064 inch.
corrugations on the bands shall be the same size and shape as
those on the pipe to be connected. Steel bolts and nuts shall
meet the requirements of ASTM A 307, and galvanized in
accordance with AASHTO M 232. Welds shall develop the full
strength of the parent metal.
Type F bands may be used as an alternate to all other types
shown for steel storm sewer pipe sizes 12 inches in diameter
to 84 inches in diameter inclusive, provided that two annular
31
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corrugations are formed on each pipe end to be joined. The
end corrugation shall be 2 inches by 1/2 inch and the inside
adjacent corrugation shall be 2-2/3 inches by 1/2 inch.
4
5
6
When annular corrugated bands are used to connect lock-seam
helically corrugated pipes, the seam shall be welded at the pipe
ends prior to recorrugating to prevent unraveling of the seam.
Coupling bands shall be made by the same manufacturer as the steel
storm sewer pipe selected for installation.
7
8
9
9-05.15(1) Manhole Ring and Cover
The first paragraph is revised to read:
Castings for manhole rings and covers shall be gray iron castings
conforming to the requirements of AASHTO M 105, Class 30.
9-05.17 Aluminum Spiral Rib storm Sewer pipe
This Section is revised to read:
Aluminum spiral rib storm sewer pipe shall be manufactured of
corrugated aluminum and inspected in conformance with section
9-05.5. The size, coating, and metal shall be as shown in the
Plans or in the Specifications.
The manufacturer of spiral rib storm sewer pipe shall furnish to
the Engineer a certificate of compliance stating that the materials
furnished comply in all respects with these specifications. The
Engineer may require additional information or tests to be
performed by the Contrac'cor, at no expense to the state.
Unless otherwise specified, spiral rib storm sewer pipe shall be
furnished with pipe ends cut perpendicular to the longitudinal axis
of the pipe, Pipe ends shall be cut evenly. Spiral rib pipe shall
be fabricated by using a continuous helical lock seam with a seam
gasket.
For spiral rib storm sewer pipe, helical ribs shall project
outwardly from the smooth pipe wall and shall be fabricated from
a single thickness of material. The ribs shall be 3/4 inch wide
by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to
center.' Pipe shall be fabricated with ends that can be effectively
jointed with coupling bands.
For narrow pitch spiral rib storm sewer pipe, helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be 0,375 inch
:t 1/8 inch wide (measured outside to outside) and a minimum of
0,4375 inch high (measured as the minimum vertical distance from
the outside of pipe wall to top surface of the rib). The maximum
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spacing of ribs shall be 4.80 inches center to center (measured
normal to the direction of the ribs). The radius of bend of the
metal at the corners of the ribs shall be 0.0625 inch with an
allowable tolerance of IlO percent.
For wide pitch spiral rib storm sewer pipe, helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be 3/4 inch
Il/8 inch wide (measured outside to outside) and a minimum of 0.95
inch high (measured as the minimum vertical distance from the
outside of pipe wall to top surface of the rib). The maximum
spacing of ribs shall be 1.1..75 inches center to center (measured
normal to the direction of the ribs). The radius of bend of the
meta1. at the corners of the ribs sha1.1 be 0.0625 inch with an
allowable tolerance of I1.0 percent.
9-05.1.7(1.) Continuous Lock Seam Pipe
Pipes fabricated with continuous helical seam parallel to the rib
may be used for full circle pipe. The 1.ock seam shall be formed
in the flat between ribs and shall conform to Section 1.3.2.1.
through 1.3.2.5 of AASHTO M 1.96.
For narrow pitch spiral rib storm sewer pipe, the seam lap width
specified in Section 1.3.2.1. shall be 1./4 inch. The continuous lock
seam must be qualified by tests conducted by the Headquarters
Materials Laboratory.
9-05.1.7(1)A Basis for Acceptance
The basis for acceptance will be a qualification test, conducted
by the Headquarters Materials Laboratory, for each manufacturer of
helically corrugated, spiral rib, narrow pitch spiral rib, or wide
pitCh 'spiral rib lock seam pipe. only those specific pipe sizes
and gasket materials, if any approved under the qualification test,
will be accepted.
Continuous lock seam pipe shall be sampled and tested in accordance
with AASHTO T 249.
9-05.1.7(2) Coupling Bands
Coupling bands shall be of the same material as the pipe. Coupling
bands and gaskets shall conform to Section 9-05.1.0(1).
SECTION 9-09, TIMBER AND LUMBER
September 1.2, 1.988
9-09.2
Grade Requirements
39 This subsection is revised to read:
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Unless otherwise noted in the Plans or in the Special Provisions,
all timber and lumber shall be graded as shown in the Tabulated
Working Stress Chart except as follows:
The grade requirements for Sign Posts, Mile Posts, Sawed Fence
Posts, and Mailbox Posts are supplemented with the following:
For single post applications, the grade for Western Cedar
4" x 4" is expanded to allow No. 2 or better ~I 124c
WCLIB, ~I 42.12 WWPA.
For single post applications, the grade for Western Cedar
4" x 6" is expanded to allow No. 2 or better ~I 123c
WCLIB, ~I 62.12 WWPA.
9-09.3(2)C
Penetration and Retention
The table in the second paragraph is revised as follows:
Under Material the reference to "Struct. Timber in Salt or Fresh
water, More than 6 inches in Thickness" is revised to read "Struct.
Timber in Salt or Fresh Water, More than 5 inches in '.fhickness",
SECTION 9-28, SIGNING MATERIALS AND FABRICATION
February 8, 1988
9-28.15(3)
Aluminum structures
The first paragraph is revised to read:
Welding of aluminum shall be made in accordance with Section 1.5
of the "Standard Specifications for Structural Supports for Highway
Signs, Luminaires and Traffic signals", AASHTO 1985.
20
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1 SPECIAL PROVISIONS
2 The following Special provisions supersede any conflicting provisions
3 of the 1988 Standard Specifications for Road, Bridge, and Municipal
4 Construction adopted in January, 1.988, and the foregoing amendments to
5 the Standard Specifications and are made a part of this contract.
6
7
8
9
10
1.1
It shall be understood that all references to state officers in the
above mentioned standards shall mean the corresponding county offices
for 'the purposes of this contract. For example, all references to
Highway Commission shall mean the Board of County Commissioners, and
all references to the Director of Highways shall mean the County
EnginF.!er.
12
13
14
15
16
17
The term "Engineer" as used in these specifications or in the standard
specifications, whenever they apply, refers to the County Engineer,
County of Jefferson, who is in charge of this work or in his absence,
the County Engineer's representative. The Engineer may be contacted at
the Courthouse, P.O. Box 1220, 1820 Jefferson street, Port Townsend, WA,
98368, Telephone Number (206) 385-91.60.
18
19
PREQUALIFICATION OF BIDDERS
October 22, 1.984
Section 1-02.1. is deleted for this project.
20
21
DATE OF OPENING BIDS
22
23
Sealed bids will be received at the following location before the
specified time:
24
25
26
27
28
29
Jefferson County Commissioners Office, 1820 Jefferson street,
P.O. Box 1220, Courthouse, Port Townsend, WA 98368.
The bid opening date for this project shall be Monday, May 22, 1989.
The bids will be publicly opened and read after the time specified in
the Call For Bids on this date.
30
DESCRIPTION OF WORK
31
32
33
34
35
36
37
38
'I'his contract provides for the improvement of 0.83 miles of Point
Whitney Road, County Road No. 275908, M.P. 0.00 to M.P. 0.83, and 0.18
miles of Bee Mill Road, county Road No. 273408, M.P. 1.45 to M.P. 1.63,
C. R. O. 528, in Jefferson County, by grading, draining, surfacing,
removing and installing culvert pipes, removing and installing beam
guard rail, fencing, guide posts, permanent signing, and other work, all
in accordance with the attached Plans, these Special Provisions, and the
standard Specifications.
21
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1 FUNDS
2 Washington state Rural Arterial Program (RAP) and Jefferson County Road
3 Funds are involved in this project.
4 AMERICAN-MADE MATERIAL
5 April 1.6, 1.984
6
7
8
The provisions of Section 1.-06.5 shall apply in all respects except for
the bid items permanently incorporated into the project comprised of or
containing steel construction material.
9
10
1.1
12
1.3
1.4
15
1.6
17
18
For this project, the steel construction material that is permanently
incorporated into the project and contained in these items shall consist
of American-made material only. American-made material is defined as
material having all manUfacturing processes occur in the United states.
The Contractor may utilize minor amounts of foreign steel in this
project provided the cost of the foreign material used does not exceed
one-tenth of one percent of the total contract cost or $2500.00,
whichever is greater. A certification of Materials origin on the form
provided by the Engineer will be required attesting to compliance with
this provision prior to incorporating any materials into the project.
1.9
20
OTHER CONTRAC'l'S OR OTHER WORK
November 2, 1981
Referring to the second paragraph of section 1-05.14, it is anticipated
that the following work adjacent to or within the limits of this project
will be performed by others during the life of this project:
21.
22
23
24
25
1..
Installation relocation, or removal of existing facilities by
the following utility companies:
Mason County P.U.D.
United Telephone
26
27
28
29
30
PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL
RESOURCES
June 1.1, 1.984
In addition to the requirements of Section 1.-07.1, the Contractor shall
comply with the fOllowing environmental provisions which are made a part
of the contract documents. A copy of the environmental provisions is
available to the Contractor at the Project Engineer's office.
If the Contractor's operations involve work outside the areas covered
by the following environmental provisions he shall advise the Engineer
and request a list of any additional environmental provisions covering
31
32
33
34
35
36
37
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1. the area involved. A copy of any additional environmental provisions
2 is also available to the Contractor at the project Engineer's office.
3
Regulation 1 Olympic Air Pollution Control Authority
4
5
STA'l'E SALES TAX
November 2, 1981
The work on this contract~to be performed upon lands whose ownership
Obligates the Contractor ~ pay State sales tax. The provisions of
section 1-07.2(1) apply.
LOAD LIMITS
November 2, 1981
6
7
8
9
10
11.
12
13
14
15
Except for the load limit restrictions specified in Section 1-07.7, the
Contractor may operate vehicles which exceed the legal gross weight
limi tations without special permits or payment of additional fees
provided such vehicles are employed in the construction and within the
limits of this project.
Subparagraph 1 of the second paragraph of section 1-07.7 is deleted.
16
17
18
WAGE RATE FORMS
November 2, 1987
19
20
section 1-07.9 is revised by replacing the subsection titled Required
Document~ with the following:
Before payment is made by the Local Agency of any sums due under
this contract, the Local Agency must receive from the Contractor
and each subcontractor a copy of "Statement of Intent to Pay
Prevailing wages" (Form L & I Number F700-029-000) approved by the
Washington state Department of Labor and Industries.
Upon completion of this contract, the Local Agency must receive
from the Contractor and each subcontractor a copy of "Affidavit of
Wages Paid" (Form L & I Number F700-007-000) approved by the state
Department of Labor and Industries. In addition, the Local Agency
must receive from the Contractor a copy of "Request For Release"
(Form L & I Number F263-083-000) approved by the State Department
of Labor and Industries. These affidavits will be required before
any funds retained, according to the provisions of RCW 60.28.010,
are released to the Contractor. Forms may be obtained from the
Department of Labor and Industries. A fee of $12.50 per each
"Statement of Intent to pay' Prevailing Wages" and "Affidavit of
wages Paid" is ,required to accompany each form submitted to the
Oeptlrtment of Labor and Industries. The Contractor is responsible
for payment of these fees and shall make all applications directly
to the Department of Labor and Industries. These fees shall be
incidental to all the bid items of this contract.
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
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If using the occupation code for wage affidavits and payrolls, and
if the project involves more than one jurisdictional area, the
Contractor shall reference the area just after the occupation code
number. For example: 1.0-0010 YaK.E.
5
6
SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION
March 24, 1986
1. General Application
Discrimination in all phases of employment is prohibited by
Title VII of the civil Rights Act of 1964, Presidential
Executive Order 11246, as amended by Executive Order 1.1375,
and the Washington state Law Against Discrimination, Chapter
49.60 RCW, among other laws and regulations. These special
requirements establish minimum requirements for affirmative
action and are intended to define and implement the basic
non-discrimination provisions of these specifications.
Section 3 is equally acceptable to the Washington state
Department of Transportation (WSDOT) as a method of complying
with affirmative action requirements. Alternate affirmative
action programs will not be responsive to these
specifications. Failure to comply with these requirements
may constitute grounds for application of contract sanction
remedies as set forth in section 5, herein.
7
8
9
10
11
12
1.3
14
15
16
17
18
19
20
21
22
23
24
25
For the purpose of this contract, the following definitions,
as established by the Washington State Human Rights
Commission, shall apply:
26
27
a. Minority: Blacks, Asians, Hispanics, and Native
American/American Indian or Alaskan Native.
28
29
30
31
32
b.
Asians: A person with origins in any of the original
peoples of the Far East, Southeast Asia, the Indian
SUbcontinent, or the Pacific Islands. This area
includes, for example, China, Japan, Korea, the
Philippine Republic, and Samoa.
Black: A person with origins in any of the Black racial
groups of Africa who is also not of Hispanic origin.
33
34
c.
35
36
37
d.
Hispanic: A person of Mexican, Puerto Rican,
South American or other spanish culture or
regardless of race.
Native American/American Indian or Alaskan Native: A
person with origins in any of the original peoples of
North America and who maintains cultural identification
through tribal affiliation or community recognition.
Cuban,
origin,
38
39
40
41
e.
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2.
Contractors' Agreements
During the performance of this contract, the Contractor agrees
as follows:
a.
The Contractor will not discriminate against any employee
or applicant for employment because of race, creed,
color, national origin, sex, age, marital status, or the
presence of any physical, sensory or mental handicap, nor
shall the Contractor commit any of the other unfair
practices defined in RCW 49.60, the washington state Law
Against Discrimination.
b.
The Contractor will, in all solicitations or
advertisements for employees placed by or on behalf of
the contractor, state that all qualified applicants will
be considered for employment, without regard to race,
creed, color, national origin, sex, age, marital status,
or the presence of any physical, sensory, or mental
disability.
c.
The Contractor will send to each labor union, employment
agency, or representative of workers with which the
Contractor has a collective bargaining agreement or other
contract or understanding, a notice advising the labor
union, employment agency, or worker's representative of
the Contractor's commitments under this contract and RCW
49.60, the Washington State Law Against Discrimination.
d.
The Contractor will permit access to its books, records
and accounts, and to its premises by the Washington state
Department of Transportation for the purpose of
investigation to ascertain compliance with these
specifications.
e.
The Contractor will include the provisions of clauses
(a) through (d) above in every subcontract or purchase
order, so that such provisions will be binding upon each
subcontractor or vendor.
3.
Goals Compliance
a.
Contractor agrees, and will require his/her
subcontractors to agree, subject to the provisions of
Section 3b, to maintain, as a minimum goal, minority and
female employee representation on the project in
accordance with goals established for the county where
the Washington state Department of Transportation's
project is located.
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The goals and timetables for minority and female
participation, expressed in percentage terms for the
Contractor's aggregate workforce in each construction
craft and in each trade on all construction work in the
covered area, are as follows:
6
Women - Statewide
7
Tj.metable
Until further notice
6.9%
Goal
8
9
10
Minorities - by Standard Metropolitan statistical
Area (SMSA)
1.1
12
1.3
14
15
1.6
17
1.8
Spokane, WA:
SMSA Counties:
Spokane, WA 2.8%
WA Spokane
Non-SMSA Counties: 3.0%
WA Adams: WA Asotin: WA Columbia: WA
Ferry: WA Garfield: WA Lincoln: WA
Pend oreille: WA Stevens: WA Whitman
19
20
21
22
23
24
Richland, WA:
SMSA Counties:
Richland Kennewick, WA
WA Benton: WA Franklin
Non-SMSA Counties:
WA Walla Walla
5.4%
3.6%
25
26
27
28
29
30
31
Yakima, WA:
SMSA Counties:
Yakima, WA 9.7%
WA Yakima
Non-SMSA Counties: 7.2%
WA Chelan: WA Douglas: WA Grant: WA
Kittitas: WA Okanogan
Seattle, WA:
SMSA Counties:
Seattle Everett, WA 7.2%
WA King: WA Snohomish
Tacoma, WA 6.2%
WA pierce
Non-SMSA Counties: 6.1%
WA Clallam: WA Grays Harbor: WA
Island: WA Jefferson: WA Kitsap: WA
Lewis: WA Mason; WA Pacific: WA San
Juan: WA Skagit: WA Thurston: WA
Whatcom
32
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1.4
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Portland, OR:
SMSA Counties:
Portland, OR-WA 4.5%
WA Clark
Non-SMSA Counties: 3.8%
WA Cowlitz; WA Klickitat; WA
Skamania; WA Wahkiakum
If the Contractor or subcontractor (s ) has been
unsuccessful in complying with Subsection 3. a, helshe
shall broaden recruitment, training, and job referral
opportunities for minorities by undertaking each of the
following:
(1) Notifying state and community organizations of
opportunities for employment, and shall retain
evidence of any notification and responses
thereto. Advertising in newspapers,
newsletters, and other publications which have
a high minority readership.
(2) Maintaining a file in which is recorded the
name and address of each minority worker
referred to the contractor, and specifically
what action was taken with respect to each such
referred worker. If such worker was not sent
to 'the union hiring hall for referral or if
such worker was not employed by the Contractor,
the Contractor's file shall document this and
the reasons therefor.
(3) Notifying the Washington state Department of
Transportation and the Washington state Human
Rights Commission whenever the union with which
the Contractor has a collective bargaining
agreement has not referred to the Contractor
a minority worker sent by the Contractor, or
the Contractor has other information that the
union referral process has impeded him in his
efforts to effect minority workforce
utilization. The Contractor shall show what
relief helshe has sought under such collective
bargaining agreement on appropriate Federal and
State agencies. Appropriate steps can include
but are not limited to: (a) arbitration, or
(b) administrative relief.
(4) Participation in and use of Washington State
Department of Transportation and Washington
State Human Rights Commission approved
program(s) in the area designed to train
craftworkers for the construction trades.
27
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(5) Using apprentices or other appropriate entry
classifications up to limits allowed or
required by the applicable collective
bargaining agreements to meet the criteria of
Section 3.a, above.
6
Monthly Reports
4.
7
8
9
10
11
12
Each Contractor and subcontractor shall report each month the
total employment and minority employment by craft
(electricians, carpenters, etc. ) and by category
(journeylevel, apprentices, trainee, etc.) for his/her
workforce on this project utilizing the Department of Labor
form CC-257, Monthly Utilization Report.
The Contractor and subcontractor(s) shall use the total
employees and work hours on the project for reporting
purposes, and shall furnish such other information as may be
required on the forms.
13
14
15
16
17
18
19
copies of the reports shall be forwarded monthly to the
washington state Department of Transportation, Project Office
responsible for the project under construction.
sanctions
20
5.
21
22
23
24
Failure of the Contractor to comply with the requirements set
forth in these "special Requirements for Affirmative Action"
may result in the application of one, or all, of the following
sanctions:
25
26
27
28
a. Progress payment requests will not be honored until
steps, agreed upon by the Washington state
Department of Transportation and Contractor, have
been taken.
29
b.
The contract may be cancelled or terminated.
The contract may be suspended, in whole or in part,
until such time as the Contractor is determined to
be in compliance by the Owner or the Owner's
designated compliance agent.
The Contractor may be declared ineligible for
further state funded contracts for construction
projects.
30
31
32
33
c.
34
35
36
d.
37
38
ARCHAEOLOGICAL AND HISTORICAL OBJECTS
April 12, 1982
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1 It is national and state policy to preserve, for public use, historical
2 and prehistorical objects such as ruins, sites, buildings, artifacts,
3 fossils, or other objects of antiquity that may have significance from
4 a historical or scientific standpoint.
5 Archaeological or historical objects, which may be encountered by the
6 Contractor, shall not be further disturbed. The Contractor shall
7 immediately notify the Engineer of any such finds.
8
9
10
11
12
13
14
The Engineer, through Headquarters Construction, will contact the
archaeologist who will determine if the material is to be salvaged.
The Contractor may be required to stop work in the vicinity of the
discovery until such determination is made. If the archaeol.ogist
determines that the material is to be salvaged, the Engineer may require
the Contractor to stop work in the vicinity of the discovery until the
salvage is accomplished.
15
16
Any loss of time suffered by the Contractor due to resulting delays will
be adjusted in accordance with section 1-08.8.
17
18
UTILITIES
November 26, 1984
section 1-07.17 is supplemented by the following:
19
20
21
22
Locations and dimensions shown in the Plans for existing facil.ities
are in accordance with available information obtained without
uncovering, measuring, or other verification.
Public and private utilities, or their contractors, will furnish
all work necessary to adjust, relocate, replace, or construct their
facili ties unless otherwise provided for in the Plans or these
Special Provisions.
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
The Contractor shall. call the Utility Location Request Center (One
Call Center), for field location, not less than two nor more than
ten business days before the scheduled date for commencement of
excavation which may affect underground utility facil.ities, unless
otherwise agreed upon by the parties involved. A business day is
defined as any day other than saturday, sunday, or a legal local,
State, or Federal holiday. The telephone number for the One Call
Center for this project may be obtained from the Engineer. If no
one-number locator service is available, notice shall be provided
individually to those owners known to or suspected of having
underground facilities within the area of proposed excavation.
The Contractor is alerted to the existence of Chapter 19.122 RCW,
a law relating to underground utilities. Any cost to the
Contractor incurred as a result of this law shall be at the
Contractor's expense.
38
39
40
41
29
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No excavation shall begin until all known facilities, in the
vicinity of the excavation area, have been located and marked.
The following addresses and telephone numbers of utility companies known
or suspected of having underground facilities within the area of
proposed excavation are supplied for the Contractor's convenience:
3
4
5
6
7
8
9
10
11
Mason County P.U.D.
North 21971
Hwy 101
Shelton Wa. 98584
Attention: Duane Nault
Telephone: (206)-877-5249
12
13
14
15
16
united Telephone
902 Wasco
Hood River, Ore. 97031
Attention: Carrie Nelson Schull
Telephone: (503)-387-6111
17
TRAFFIC CONTROL
18
section 1-07.23 is supplemented by the following:
No detour has been provided for construction of this project.
Delays to traffic shall be held to a minimum. There shall be no
restrictions or interruptions to traffic on saturdays or Sundays.
In addition, there shall be no restrictions or interruptions to
traffic from 12:00 noon on the day prior to a holiday or holiday
weekend thru 8:00 a.m. the day following the holiday or holiday
weekend.
19
20
21
22
23
24
25
26
27
28
There shall be no delay to medical, fire, or other emergency
vehicles with flashing lights or sirens. The Contractor shall
alert all flaggers and personnel of this requirement.
When the Contractor's construction operations "are actually in
progress, traffic may be restricted to one lane, subject to the
above specifications.
29
30
31
32
33
34
35
36
The lane restrictions shall be held to a minimum time and length
needed for each operation. If the Engineer determines that the
lane restrictions are causing congestion, the Contractor will be
required to open all lanes to traffic until the congestion is
eliminated.
Roadway excavation and reconstruction activities shall be limited
to one side of the roadway at a time. The Contractor shall conduct
excavation operations in such a manner that dropoffs adjacent to
the traveled roadway are minimized by the diligent pursuance of
surfacing and operations immediately fOllowing excavation.
37
38
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40
41
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Dropoffs adjacent to the traveled roadway will not be allowed to
remain overnight. If the Contractor cannot reconstruct the
excavated areas, as shown in the in the roadway section of the
Plans, prior to the end of the days operation, backfill shall be
placed along the remaining portion on a 1 1/2:1 slope from the edge
of the roadway with the surfacing material last placed that day.
7
8
9
Traffic cones used for traffic control on this project shall be a
minimum of 28 inches in height, unless otherwise shown in the
Plans.
10
11
12
13
14
15
During non-working hours, Saturdays, sundays, and holidays, the
Contractor shall keep all lanes open to traffic throughout the
limits of the project with the lane and shoulder areas completely
clear of all materials, tools, personnel, and equipment, except
where protected by temporary concrete barrier as specified
elsewhere in these provisions.
Interference or delay to the Contractor's operations resulting from
safeguarding traffic will not be a basis for extra compensation.
16
17
18
19
20
No payment other than that provided by Section 1-07.23(5) will be
made. All other costs incurred by the Contractor in maintaining
traffic control shall be included in the other items of work.
21
22
EMERGENCY TRAFFIC CONTROL
January 9, 1984
In addition to the requirements of Section 1-07.23, the following
provisions shall apply:
When required by the Engineer or before beginning work on the
project, the Contractor shall designate a supervisory employee to
be in continuous responsible charge of traffic control, and shall
provide the engineer with a list of not more than six supervisory
employees that may be called for emergency traffic control as
needed during nonworking hours. The list shall include the
employees' telephone numbers and the Contractor shall have at least
one of these employees available at any time. The state will
furnish the Contractor with a similar list of the Engineer'S
employees.
When the Contractor's employees are called out to provide emergency
traff ic protection during nonworking hours, payment for labor,
equipment, and materials deemed necessary by the Engineer will be
made in accordance with Section 1-09.6.
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
No payment, other than provided for by Section 1-07.23, will be
made for traffic control during the Contractor's normal working
hours or such hours as actually worked.
31.
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1 PUBLIC CONVENIENCE AND SAFETY
2 September 13, 1982
3 The construction safety zone for this project is 10 feet from the
4 outside edge of the traveled way.
5
6
7
8
During nonworking hours equipment or materials shall not be within the
safety zone unless it is protected by permanent guard rail or temporary
concrete barrier. The installation and location of temporary concrete
barrier, if used, shall have the approval of the Engineer.
9
10
11
12
13
During the actual hours of work, unless protected as described above,
only materials absolutely necessary to construction shall be within the
safety zone and onLy construction vehicles absolutely necessary to
construction shall be allowed within the safety zone or allowed to stop
or park on the shoulder of the roadway.
Parking of employee vehicles shall not be within the safety zone at any
time unless protected as described above. All deviations from the above
requirements shall have the written approval of the Engineer.
14
15
16
17
18
CONSTRUCTION SIGNING
December 12, 1988
In addition to the requirements of Section 1-07.23(3), the following
provisions shall apply:
The required signs will be available at the Hadlock County Shop,
371 Chimacum Road, Chimacum, Washington, 98339, on normal work
days. The Contractor shall make arrangements with the Engineer
prior to picking up the signs. The Contractor shall sign an
itemized receipt at the time of acquisition.
signs shall be returned to the Hadlock County Shop, 371 Chimacum
Road, Chimacum, Washington, 98339 when their need has ceased, as
determined by the Engineer. The value of signs furnished by the
State to the Contractor is fixed at $8.00 per square foot. The
value of such signs which are damaged or not returned as provided
in Section 1-07.23 (3) will be deducted from payment due or to
become due the Contractor.
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33 SPECIALTY ITEMS
34 November 2, 1981
35
36
37
For the purpose of determining the percentage of work that may be
subcontracted as specified in Section 1-08.1, the following items on
this contract are designated as Specialty Items:
"Permanent Signing"
38
32
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"Install, Beam Guard Rail (Type 1)"
"Install, Beam Guard Rail Anchor (Type 1 Alt.)"
3 PROGRESS OF WORK
4 November 2, 1981
5
6
7
8
9
10
11
In accordance with section 1-08.3, the Contractor shall prepare and
submit the progress schedule in the form of bar graphs developed under
the critical path method, P.E.R.T., or other similar methods. The bar
graph shall be supplemented by the arrow diagram and activity listing
used in its preparation. The progress schedule shall be in sufficient
detail that progress of the work can be evaluated accurately at any time
during the performance of the contract.
12
13
TIME FOR COMPLETION
November 2, 1981
14
15
This project shall be completed in accordance with the provisions of
Section 1-08 within 60 working days.
16
17
ROADSIDE CLEANUP
November 2, 1981
18
Construction Requirements
In addition to the requirements of section 2-01.3(4) the following work
shall also be included in this item:
19
20
21
22
23
24
25
contouring of the existing Point Whitney Road outside of the limits
of the side slopes required for construction and after the asphalt
concrete pavement is removed and prior to the roadside seeding.
All work shall be as designated by the Engineer. Approximate
limits of the roadside cleanup are,
26
27
28
29
30
sta. 78+30, 19' Lt. to Sta. B1+00, 27' Lt.
Sta. B1+10, 15' Rt. to sta. 82+40, 30' Lt.
Sta. 83+20, 27' Rt. to Sta. 85+80, 25' Rt.
Sta. 86+80, 19' Lt. to Sta. 88+90, 27' Lt.
Sta. 97+70, ,?9' Rt. to Sta. 99+20, 20' Rt.
SCARIFICATION OF EXISTING PAVEMENT
Descriptlon
31
32
33
34
35
Where shown in the Plans or where designated by the Engineer, the
Contractor shall scarify the existing pavement within the limits of the
side slopes necessary for the construction of Point Whitney Road.
33
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1 Construction Requirements
2 Prior to removal, the Contractor shall use a vertical cut to delineate
3 the area of pavement removal from the pavement to remain at the South
4 end of the project.
5 Damage caused to the areas of pavement to remain, due to the
6 Contractor's operation, shall be repaired by the Contractor at the
7 Contractor's expense and to the satisfaction of the Engineer.
8
9
10
1.1
12
The scarified pavement material within the limits of the cut and fill
areas required for the construction of this project shall be utilized
in embankment construction. The scarified pavement material utilized
in the embankment shall not exceed six inches in the greatest dimension
and shall not be placed within two feet of finished grade.
13
14
All scarified areas shall be compacted in accordance with specifications
for embankment compaction.
15
Payment
16
17
18
19
All cost involved for scarification of the existing pavement, including
haul and compaction thereof, shall be considered incidental to and
included in the unit contract price per cubic yard for "Embankment
Compaction."
20
REMOVING ASPHALT CONCRETE PAVEMENT
21
Description
22
23
24
25
Where shown in the Plans or where designated by the Engineer, the
Contractor shall remove the existing asphalt concrete pavement outside
the limits of the side slopes necessary for the construction of Point
Whitney Road.
26 Construction Requirements
27
28
Prior to removal, the Contractor shall use a vertical cut to delineate
the areas of pavement removal from those areas of pavement to remain.
The removed pavement shall become the property of the Contractor and
shall be removed from the project.
29
30
31 Damage caused to portions of the pavement to remain, due to the
32 Contractor's operation, shall be repaired by the Contractor at the
33 Contractor's expense and to the satisfaction of the Engineer.
34
Measurement
35
Pavement removal will be measured by the square yard prior to removal.
34
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1 Payment
2 Payment will be made for approximately 2,086.S.Y. of asphalt concrete
3 pavement removal lying outside the limits of the side slopes necessary
4 for the construction of Point Whitney Road.
5 The unit contract price per square yard for "Removing Asphalt Concrete
6 Pavement" shall be full pay for furnishing all labor, tools, and
7 equipment necessary to perform the work as specified including disposing
8 of the removed pavement.
9
10
DISPOSAL OF SURPLUS MATERIAL
November 2, 1981
1.1
Construction Requirements
12
13
A waste site has not been provided by the state for the disposal of
excess materials and debris.
14
15
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
April 14, 1986
16
Measurement
17
18
19
20
21
22
23
24
only one determination of the original ground elevation will be made on
this project. Measurement for roadway excavation and embankment will
be based on the original ground elevations recorded previous to the
award of this contract and, the alignment, profile grade, and roadway
section as shown in the Plans or as staked by the Engineer. Control
stakes will be set during construction to provide the Contractor with
all essential information for the construction of excavation and
embankments.
25 If discrepancies are discovered in the ground elevations which will
26 materially affect the quantities of earthwork, the original computations
27 of earthwork quantities will be adjusted accordingly.
28
29
30
Earthwork quantities will be computed, either manually or by means of
electronic data processing equipment, by use of the average end area
method.
31 Copies of the ground cross-section notes will be available for the
32 bidder's inspection, before the opening of bids, at the office of the
33 Project Engineer and at the District office.
34
35
36
Upon award of the contract, copies of the original ground cross-sections
will be furnished the successful bidder on request to the project
Engineer.
35
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1 SOURCE OF MATERIALS
2 June 14, 1982
3
Materials
4
5
No source has been provided for any materials necessary for the
construction of this improvement.
The Contractor shall make arrangements to obtain the necessary materials
at no expense to the state, and all costs of acquiring, producing, and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
6
7
8
9
10
11
HAULING ON OTHER THAN STATE HIGHWAYS
June 14, 1982
If the sources of materials provided by the Contractor necessitates
hauling over roads other than state Highways, the Contractor shall, at
the Contractor's expense, make all arrangements for the use of the haul
routes.
12
13
14
15
16
17
SITE RECLAMATION
November 2, 1981
Materials
18
19
20
21
The provisions of section 3-03 will not apply to this contract. si'te
reclamation shall be performed by the contracting agency on all sites
furnished by it.
22 On sites provided by the Contractor, and where required by law, the
23 Contractor shall obtain a surface mining operating permit from the
24 Department of Natural Resources. Prior to commencing operations at the
25 site, the Contractor shall furnish evidence to the Engineer that this
26 requirement has been met.
27
Payment
All costs involved in complying with the requirements
permit acquired from the Department of Natural
contractor-provided sites shall be incidental to the
produced from said site(s).
of an operating
Resources for
materials to be
28
29
30
31
32
33
EROSION CONTROL
September 12, 1988
Description
34
36
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Where shown' in the Plans or where designated by the Engineer, the
Contractor shall perform roadside seeding operations.
Construction RequireMents
section 8-01.3(4)A is supplemented by the following:
Seed
Grass seed, of the following composition, proportion, and quality
shall be applied at the rate of 80 pounds per acre on all areas
requiring roadside seeding within the project:
Kind and variety of % By Minimum % Minimum %
Seed in Mixture Weiaht Pure Seed Germination
Colonial Bentgrass 10% 9.80% (min) 85%
Red Fescue 40% 39.20% (min) 90%
Perennial Rye 40% 39.20% (min) 90%
White Dutch Clover 10% 9.80% 90%
(pre-inoculation)
Weed Seed .50% (max)
Inert and other crop 1. 50% (max)
TOTAL 100.00%
20 Section 8-01.3(4)B is supplemented by the following:
21 Fertilizer
22
23
The Contractor shall apply sufficient quantities of fertilizer to
supply the following amounts of nutrients:
Total Nitrogen as N - 135 pounds per acre.
Available Phosphoric Acid as P205 - 60 pounds per acre.
Soluble Potash as K20 - 60 pounds per acre.
95 pounds of nitrogen applied per acre shall be derived from
ureaform or ureaformaldehyde. The remainder may be derived from
any source.
24
25
26
27
28
29
30
31
The fertilizer formulation and application rate shall be approved
by the Engineer before use.
37
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1
INSTALLING FLEXIBLE GUIDE POST
2
Description
This work shall consist of furnishing, installing flexible guide post
in accordance with Section 8-10 and this provision and in reasonably
close conformity with the dimensions and lines established by the
Engineer.
Construction Requirements
3
4
5
6
7
8
9
10
11
12
Guide posts shall be installed as directed by the Engineer. Flexible
guide posts shall be selected from the approved materials list specified
elsewhere in these Special provisions and installed according to the
manufacture's recommendations. The Contractor shall install throughout
the project approximately:
13
14
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105
,~
C-3
QQl.QJ;:
WHITE
15
Measurement
16
17
Flexible guide posts will be measured by the unit for each post
furnished and installed.
18
payment
The unit contract price per each for "Flexible Guide Post" shall be full
pay for all materials, labor, tools, and equipment necessary for
furnishing and placing the guide posts of the type as outlined herein,
including reflectorizing, fastening, and any excavation and backfilling
that may be required.
19
20
21
22
23
24
25
FLEXIBLE GUIDE POSTS
April 25, 1988
26
Description
27
28
29
30
31
32
Where shown in the Plans or where designated by the Engineer, the
Contractor shall install guide posts in accordance with the contract
documents. In addition to these requirements, all posts must be
installed according to the manufacturer's recommended method of
installation to the manufacturer's recommended burial depth but not less
than 18 inches.
33
Materials
38
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1 All guide posts shall be a minimum of 72 inches in length. However,
2 the final lengths shall be determined or verified by the Engineer at
3 the request of the Contractor.
4 The color of the post shall be white. Reflective sheeting shall be one
5 of the following pre-approved products:
6
7
8
3M 3810 Flexible High Intensity
Reflexite PC 1000
Dura-Brite
1-
2.
3.
9
10
A~,l flexible guide posts used on this project shall be one of the
following:
11
12
13
1. Carsoni te - Manufactured by Carsoni te IntI., Carson city,
Nevada, CRM-375 Carsonite Roadmarker with fiberglass barb
anchor.
14
15
2. Carson - Manufactured by Carson Manufacturing co., Sausalito,
California, Flextron I Beam with fiberglass barb anchor.
3. Safe-Hit - Manufactured by Safe--Hit corporation, Hayward,
California, SH2**GPR Flattened Guide Post with self-locking
clip, or SH2**GP3 Flattened Guide Post with 18 inch reusable
anchor.
16
17
18
19
20
21
** A two-digit number, which is the length above the anchor
in inches required to meet the field conditions.
All flexible guide posts shall have a permanent mark identifying the
manufacturer's recommended burial depth.
22
23
24
25
Flexible guide posts, other than those listed above, will not be
accepted for use on this project.
26 Measurement and payment
27
28
Measurement and payment for furnishing and installing the guide posts,
as specified, shall be in accordance with sections 8-10.4 and 8-10.5.
29
HAND PLACED RUBBLE ENERGY DISSIPATeR
30 Description
31.
32
33
34
This work shall consist of hand placing rubble energy dissipators
(quarry spalls) at the locations and in conformity with the lines and
dimensions shown in the Plans or established by the Engineer and in
accordance to Section 8-15.
35
Materials
39
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1
2
3
All guide posts shall be a minimum of 72 inches in length. However,
the final lengths shall be determined or verified by the Engineer at
the request of the Contractor.
4
5
The color of the post shall be white., Reflective sheeting shall be one
of the following pre-approved products:
1. 3M 3810 Flexible High Intensity
2. Reflexite PC 1000
3. Dura-Brite
6
7
8
9
10
All flexible guide posts used on this project shall be one of the
following:
11
12
13
1. Carsonite - Manufactured by Carsonite IntI., Carson city,
Nevada, CRM-375 Carsonite Roadmarker with fiberglass barb
anchor.
14
15
2. Carson - Manufactured by Carson Manufacturing Co., Sausalito,
California, Flextron I Beam with fiberglass barb anchor.
16
17
18
19
3. Safe-Hi t - Manufactured by Safe-Hit Corporation, Hayward,
California, SH2**GPR Flattened Guide Post with self-locking
clip, or SH2**GP3 Flattened Guide Post with 18 inch reusable
anchor.
20
21
** A two-digit number, which is the length above the anchor
in inches required to meet the field conditions.
All flexible guide posts shall have a permanent mark identifying the
manufacturer's recommended burial depth.
22
23
24
25
Flexible guide posts, other than those listed above, will not be
accepted for use on this project.
26 Measurement and Payment
27
28
Measurement and payment for furnishing and installing the guide posts,
as specified, shall be in accordance with Sections 8-10.4 and 8-10.5.
29
HAND PLACED RUBBLE ENERGY DISSIPATOR
30 Description
31
32
33
34
This work shall consist of hand placing rubble energy dissipators
(quarry spalls) at the locations and in conformity with the lines and
dimensions shown in the plans or established by the Engineer and in
accordance to section 8-15.
39
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1 Materials
2
3
Materials for the hand placed energy dissipators (quarry spalls) shall
be in accordance to section 9-13.6.
4
Measurement
5
6
Quarry spalls will be measured by the cubic yard in the hauling
conveyance at the point of delivery at the job site.
Payment
7
8
9
10
11
12
13
14
The unit contract price per cubic yard for "Hand Placed Rubble Energy
Dissipator" shall be full pay for performing the work as specified
including all costs incurred in excavation of the foundation for the
placement of the quarry spalls in reasonable close conformity with the
lines, grades, and cross sections shown in the Plans or as staked by
the Engineer, and for excavating, loading, placing, or otherwise
disposing of the material as designated by the Engineer.
15
REMOVING WIRE FENCE
16
Description
17
18
Where shown in the plans, and as staked by the Engineer, the Contractor
shall remove existing wire fence and posts in their entirety.
19
Construction Requirements
20
21
22
23
24
No close cutting of posts will be permitted. Posts holes shall be
filled with a granular material compacted to the satisfaction of the
Engineer immediately following removal of the posts. All loose wires
shall be tightened and attached to remaining post to the satisfaction
of the Engineer.
All materials removed shall become the property of the Contractor for
disposal off the right of way.
25
26
27
Measurement
28
29
Removing wire fence will be measured by the linear foot along the line
of existing wire fence actually removed.
30 payment
31
32
33
34
35
The unit contract price per linear foot for "Remove Fence" shall be full
compensation for furnishing all labor, equipment, tools, and materials
necessary to remove the existing wire fence, tighten and secure
remaining wires, fill the post holes and dispose of all removed
materials.
40
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1 INSTALLING WIRE FENCE TYPE 2
2 Description
3 Where shown in the plans, or as staked by the Engineer, the Contractor
4 shall install wire fence type 2 to the satisfaction of the Engineer.
5 Construction Requirements
6
7
All material used in the replacement of the fence shall be new, and
placed to the satisfaction of the Engineer.
8
Measurement
9
10
Wire fence type 2 will be measured by the linear foot along the line of
wire fence actually installed.
11
Payment
The unit contract price per linear foot for "Install Fence, (Type 2)"
shall be full compensation for furniShing all labor, equipment, tools,
and materials necessary to install the wire fence, and complete the work
as specified.
12
13
14
15
16
REMOVING AND REPLACING FENCE
17
Description
18
19
Where shown in the plans the Contractor shall remove the existing wire
fence and as staked by the Engineer install wire fence type 2.
20
Construction Requirements
21 No close cutting of posts during removal will be permitted. Posts holes
22 shall be filled with a granular material compacted to the satisfaction
23 of the Engineer immediately following removal of the posts.
24
25
All materials removed shall become the property of the Contractor for
disposal off the right of way.
All material used in the replacement of the fence shall be new, and
shall be constructed in conformity with the Plans, these specifications
and the Standard Plans, at the locations and lines staked by the
Engineer.
26
27
28
29
30 Measurement
31
32
Removing and replacing wire fence type 2 will be measured by the linear
foot along the line of wire fence actually installed.
33 Payment
41
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1
2
3
4
5
The unit contract price per linear foot for "Remove and Replace Fence,
(Type 2)" shall be full compensation for furnishing all labor,
equipment, tools, and materials necessary to remove the existing fence,
fill the post holes and dispose of all removed materials and install the
wire fence type 2, and complete the work as specified.
6
REMOVING AND RESETTING CABLE FENCE
7
Description
8
9
Where shown in the plans the Contractor shall remove the existing cable
fence and as staked by the Engineer, reset the cable fence.
Construction Requirements
10
11
12
13
14
15
16
17
No cutting of posts will be permitted. The cable fence and posts will
be removed in its entirety and reset to a new location as designated by
the Engineer. Posts holes shall be filled with a granular material
compacted to the satisfaction of the Engineer immediately following
removal of the postS. After installation in the new location, all
cables shall be re-attached and tightened to the posts to the
satisfaction of the Engineer.
18
Measurement
19
20
Removing and resetting cable fence will be measured by the linear foot
along the line of existing cable fence actually removed.
Payment
The unit contract price per linear foot for "Remove and Reset Cable
Fence" shall be full compensation for furnishing all labor, equipment,
tools, and materials necessary to remove the existing cable fence, fill
the post holes and re-install the cable fence, and complete the work as
specified.
21
22
23
24
25
26
27
REMOVING EXISTING CULVERT PIPE
28
Description
29 Existing culvert pipes of the various types, sizes and lengths at the
30 locations noted in the Plans shall be removed.
31 Construction requirements
32
33
34
Removal and backfJ.lling shall be in accordance with Sections 7-02.3(3)
and 7-02.3(4). All removed culvert pipe shall become the property of
the Contractor and shall be disposed of outside the project limits.
42
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1 Payments
2 All costs involved in the excavation and removal of 18" Diameter,
3 Corrugated Steel Culvert pipe and 12" Diameter, Concrete Culvert Pipe
4 shall be included in the unit contract price per cubic yard for
5 "Structure Excavation (Class B) including haul", and shall be considered
6 full compensation for excavating, removing, loading, hauling, disposing
7 of the removed material and backfilling of the trench required for
8 removal.
9
BEVELING CULVERT PIPE
10
Description
11
12
13
Where listed in the Plans or where designated by the Engineer, the
Contractor shall bevel (field Miter) the ends of culvert pipes to the
slopes noted in the Plans.
14
Construction Requirements
15
16
17
18
Reinforced concrete pipe shall
covered with at least 1/2 inch of
Metal culvert pipe shall have a
similar to the existing coating.,
The Contractor shall exercise care in beveling the pipes to avoid damage
to the pipe remaining in place. Any damage to the pipe as a result of
the Contractor's operations shall be repaired by the Contractor at no
added expense to the County and to the satisfaction of the Engineer.
have the reinforcement cut off and
grout to present a smooth beveled end.
coating applied to the exposed metal
19
20
21
22
23
24
All debris shall be disposed of by the Contractor off the County's right
of way.
25 Payment
26
27
28
29
30
All costs involved in beveling the culvert pipe will be considered
incidental to and shall be included in the unit contract prices for
"Class III Reinforced Concrete Culvert Pipe 30 In. Diameter", "Install,
24" Diameter, Plain Steel CuI vert Pipe, 0.064 Thick", "Install, 18"
Diameter, Corrugated Steel Culvert Pipe, 0.064 Thick".
31
REMOVING BEAM GUARD RAIL AND ANCHORS
32 Construction Requirements
33
34
35
Where shown in the Plans or where designated by the Engineer, the beam
guard rail shall be removed in its entirety, including posts and
anchors.
36
37
All guard rail and anchor materials removed shall become the property
of the Contractor and shall be removed from the project.
43
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3
Voids left by the post and anchor removal shall be backfilled with an
approved granular material and the backfill material compacted to the
satisfaction of the Engineer.
4
Measurement
5
6
Guard rail removal will be measured by the linear foot along the top of
the rail, including terminal end sections, if any.
7
Payment
8
9
The unit contract price per lineal foot for "Remove Beam Guard Rail Type
1" shall be full pay to perform the work as specified.
10
REMOVING AND RESETTING STATE SHELLFISH LABORATORY SIGN
11
12
13
As shown in the Plans, or as designated by the Engineer, the Contractor
shall remove and reinstall the existing Washington state Shellfish
Laboratory Sign.
14
Construction Requirements
15
16
17
18
19
The work shall consist of removing the existing state sign and posts in
their entirety and moving it to a location satisfactory to the Engineer.
No cutting of the posts will be permitted. Post holes shall be filled
with a granular material compacted to the satisfaction of the Engineer
immediately following removal of the posts.
The state sign and posts shall be relocated as determined by the
Engineer. Posts shall be set and tamped in drilled or hand dug holes
using a suitable device. Posts or sign damaged during removal or
placement shall be replaced by the Contractor at the Contractor's
expense.
20
21
22
23
24
25 Payment
26
27
28
29
30
The unit contract price per each for "Remove and Reset, state Shellfish
Lab. Sign Post" shall be full compensation for furnishing all labor,
equipment, tools, and materials necessary to remove the existing sign,
fill the post holes and reinstall the sign, and complete the work as
specified.
31 MAILBOXES - PAPERBOXES
32
Description
Where shown in the Plans, or as directed by the Engineer, the Contractor
shall remove, temporarily reset and relocate mailboxes as required.
33
34
44
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1 Construction Requirements
2 During the life of the contract, all existing mailboxes interfering with
3 roadway construction shall be temporarily relocated to corresponding
4 locations on the construction line or erected on portable mailbox stands
5 for convenience of construction, subject to the approval of the
6 Engineer.
7
8
9
10
Removal shall be conducted in a manner as to prevent damage to
mailboxes. Mailboxes damaged due to the Contractors operations shall
be replaced by the Contractor at no additional expense to the County
and to the satisfaction of the Engineer.
1.1
12
13
14
All mailboxes shall be permanently installed on 4"x4" posts after
completion of the side slopes required for the Point whitney Road-Bee
Mill Road to the satisfaction of the Engi.neer. The mailboxes are
located at the following stations:
15
16
17
Bee Mill Road
STA 0+90 45' Lt.
STA 1+30 22' Lt.
Ft. Whitney Road
STA 95+15 10' Rt.
STA 115+75 12' Rt.
18
19
20
21
22
23
The Contractor is responsible for insuring that all mailboxes remain
usable during the life of the project. This includes providing access
to the boxes for mail, paper couriers, and patrons at all times.
24
Payment
The unit contract price per each for "Mailboxes shall be full
compensation for furnishing all labor, tools, materials and equipment
necessary for removing, resetting, and maintaining the mailboxes,
paperboxes, temporary stands, and the fulfillment of all requirements
of these specifications necessary to complete the work as specified.
25
26
27
28
29
30 STANDARD PLANS
31 December 12, 1988
32
33
34
35
36
37
38
39
40
41
The state of washington Standard Plans for Road, Bridge, and Municipal
Construction transmitted under Publications Transmittal No. 80-34,
dated May 30, 1980, and as revised under Publications Transmittal No.
81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982,
tr.ansmittal No. 82-58 dated December, 1982, transmittal No. 83-80 dated
october, 1983, transmittal No. 83-88 dated November, 1983, transmittal
No. 84-015 dated June, 1984, transmittal No. 85-005 dated March, 1985,
transmittal No. 86-001 dated January, 1986, transmittal No. 87-28 dated
July, 1987, transmittal No. 87-067 dated December, 1987, transmittal No.
88-035 dated June, J.988, and transmittal No. 88-059 dated November,
45
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32
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1 1988, is made a part of this contract. In case of discrepancies, Plans
2 shall govern over Standard Plans, standard Plans shall be considered the
3 same as Plans as set forth in section 1-04.2.
4 The Standard Plans are revised as follows:
8-7
The Standard Plan provides that flared end sections for 12 inch
through 24 inch diameter pipe with annular corrugations are to be
attached to the pipe with a threaded rod and connector lug. As an
alternate for flared end sections of steel the attachment may be
made with a 1 inch wide strap of 12 gage galvanized steel fastened
with a 1/2 inch diameter galvanized bolt 6 inches in length
furnished with one squarehead nut. The length of the strap shall
permit sufficient bolt take-up to provide a tight connection. All
material necessary for the connection of the flared end section to
the corrugated pipe shall be supplied by the manufacturer of the
flared end section.
E=.1.
The detail EXTRUDED CEMENT CONCRETE CURB is revised to show the
10' space to be between the cutlsawed joints. Also, delete the
word max.
~
The POST SELECTION TABLE is revised as follows:
The notch depth and hole diameter for 6" x 10", 8" x 10", and
8" x 12" post sizes are deleted.
The note under the "POST DETAIL" is revised to read:
Typical for 4" x 6", 6" x 6", and 6" x 8" posts. Holes and
notch are not required for any 4" x 4" installations or for
any single post 4" x 6" installation.
All posts that are larger than 6" x B" shall be placed behind
guardrail or barrier, unless they are located outside of the
clear zone.
The SIGN INSTALLATION ANGLE detail is deleted.
H=.J.
The plan title is changed to RAISED PAVEMENT MARKERS. All wording
on the plan sheet saying "lane markers" is changed to "raised
pavement markers".
H=.J..g
The plans title is changed to RAISED PAVEMENT MARKING DETAILS.
All wording on the plan sheets saying "lane markers" is changed to
"raised pavement markers".
46
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2 The note on the foundation detail referencing J-9a is changed to
3 read:
4 See Standard Plan J-le.
5 The following are Standard Plan numbers and their date of last revision
6 applicable at the time this project was advertised:
7 A-l 12129/86 C-3 4128188 H-5a 6128/85
-'I- 8 A-1 2/19/88 C-4 9/11187 H-5b 6128/85
enu.. 9 A-2 8/17/88 C-4a 4/04/88 H-5c 7/17/81
-0'
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Q1i ::::;, 11 A-2 8/17/88 C-6 12123/86 H-7 5/07185
u..< 12 C-6 12123/86 H-7a 11/28183
en::l 13 B-1 12101/86 C-6a 1/21185 H-8 11/26/79
_C'
:l:" 14 B-1a 12101/86 C-6b 1121185 H-9 2122/82
I-~ 15 B-lb 9/14187 C-6c 4126/88 H-I0 4122/88
ZI-
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Z ' 17 B-1f 9129/87 C-6e 4/04/88 H-12 1/30/87
ww_
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B~ 19 B-1j 1/30/87 C-6e 4/04/88 H-12 1/30/87
0-" 20 B-1z 12108/86 C-7 611.2187
o!::l 21 B-2 9/19/83 C-8 10128/87 J-1 11/26179
W UJt:
:l:u' 22 B-2a 12/12/83 C-8a 4/11/86 I-la 11/26/79
I- j::: 23 B-2b 3/19/84 C-8b 8/15/85 1-2 2104/82
!:!:Oi
"ZI 24 8-4 1/25/80 C-8c 6/04/85
wen 25 B-4b 9/07/84 C-8d 1/04/88 J-l 6/30/88
~x 26 8-4c 9/07/84 C-8d 1/04/88 J-1 6/30/88
l3'"'\ 27 B-4f 9/19/83 J-1a 2/13/81
Z ,',
28 8-4g 9/19/83 0-2d 2/13/81 J-lb 6/30/88
\1 29 B-4h 7/12/84 0-2e 2/13/81 J-1b 6/30/88
\ 30 B-5 11/26/79 0-2f 2/13/81 J-lb 6/30/88
31 8-5a 11/26/79 D-2g 2/13/81 J-1c 7124/87
32 8-6 11/26/79 0-3 1125/80 J-le 5/10/82
33 B-6a 11/26/79 D-4 5/23/83 J-lf 7/17/81
34 8-6b 11/~6/79 0-5 8/24/79 J-3 11/07/75
.J 35 8-7 9/04/87 0-5a 12121/84 J-3b 11/07/75
.r' 36 B-7a 8/12188 0-6 8/25/88 J-3e 2104/82
37 8-8 3/12/84 D-6 8125/88 J-3f 6/19/87
38 8-8a 3/29/82 0-7 1/04/80 J-3f 6/19/87
0 39 8-9 8/12188 0-7a 1/04/80 J-5a 7/17/81
40 8-10 1/25/80 0-8 1/04/80 J-6c 2122/82
41 8-11 1/25/80 D-9 2/05/88 J-6f 2/22182
42 8-12 1/25/80 D-9 2/05/88 J-6g 2/22/82
43 8-13a12102/85 J-6h 2122/82
44 8-.13bI2102/85 E-l 1/04/80 J-7a 2/22/82
45 B-13c12/02/85 E-2 9/19/80 J-7c 2122/82
0 46 B-13d12102/85 E-3 11/26/79 J-7d 7/31/87 I
47 8-14 12/02/85 E-4 8/07/86 J-7d 7/31/87 (} 0
48 8-J.5 7124/87 E-4a 12/22/87 J-8a 9/15187
49 8-17 11/26/79 E-5 1/25/80 J-9a 4/24/86
47
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HWY-R32320-AA,
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
...;" OCCUPATION: FLAGGERS
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LOCATION: (STATE: FLAGGERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT,
SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TOTAL HOURLY BENEFITS
TRAINING FUND
$/HR.
$/HR.
$/HR.
$/HR.
STATE
STATE
STATE
STATE
1.75
1.55
3.43
.13
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
s'rATE
RATE
FEDERAL
RATE
******* STATE WAGE RATE GROUP LISTING *******
260-0010 FLAGGER
10.78
OTHER
260-9260 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY UNDER CONDITIONS STIPULATED IN
EAC 296-127-022.
260-9262 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
1
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
c)
FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1..75
1.55
.13
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1
350-2100 WINDOW CLEANER
GROUP 2
350-0090 BATCH WEIGHMAN
350-0460 CRUSHER FEEDER
350-1260 PILOT CAR
350-1870 TOOLROOM MAN (AT JOB SITE)
GROUP 3
350-0080 BALLAST REGULATOR MACHINE
350-0240 CARPENTER TENDER
350-0270 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0350 CLEAN-UP LABORER
350-0390 CONCRETE FORM STRIPPER
350-0470 CURING CONCRETE
350-0520 DEMOLITION, WRECKING AND MOVING (INCL.
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
350-0820 GENERAL LABORER
350-0860 GRINDERS
350-1370 POT TENDER
2
$/HR.
$/HR.
$/HR.
STATE
RATE
10.78
10.78
10.78
10.78
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
STATE
STATE
STATE
FEDERAL
RATE
8.46
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LABORERS
WAGE RATES
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
350-1390 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAlLMAN
350-1940 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0050 ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING
350-0420 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0840 GRADE CHECKER AND TRANSIT MAN
350-0950 HIGH SCALER
350-0965 HOD CARRIER
350-0980 JACKHAMMER
350-1090 MANHOLE BUILDER
350-1200 NOZZLEMAN (CONCRETE PUMP, CREEN CUTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
GUNNITE, SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 'I'AMPER AND SIMILAR ELECTRIC, i\IR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, & CRIBBER)
3
STATE FEDERAL
RATE RATE
15.46
15.46
15.46
15.46
15.46
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
-
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FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
c~'_._-
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2090 WELL-POINT MAN
GROUP 5
350-0200 CAISSON WORKER
350-1110 MINER
350-1379 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
350-9349 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI.,
AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE-
UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE.
350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY. '
350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE
HIGHEST LABORER'S CLASSIFICATION SUPERVISED.
4
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STATE FEDERAL
RATE RATE
15.94
15.94
15.94
16.30
16.30
16.30
16.30
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LANDSCAPE CONSTRUCTION
FEBRUARY 15, 1989
FRINGE BENEFITS
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
TOTAL HOURLY BENEFITS - LANDSCAPE
PLUMBER
TOTAL HOURLY BENEFITS - LANDSCAPE
EQUIPMENT OPERATOR
3.25 $/HR.
3.95 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
370-0030 IRRIGATION AND LANDSCAPE PLUMBERS
370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT
OPERATORS
370-0010 LANDSCAPING OR PLANTING LABORERS
OTHER
370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS.
ALL HOURS WORKED IN EXCESS OF 8 HOURS PER
DAY AND 40 HOURS PER WEEK SHALL BE PAID
1 1/2 TIMES THE REGULAR RATE OF PAY.
370-9372 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - ALL HOURS IN
EXCESS OF 8 HRSIDAY AND 40 HRS/WK, MON. THRU
SAT. SHALL BE PAID 1 112 TIMES THE REGULAR
RATE OF PAY. ALL HOURS WORKED SUN. AND HOLI-
DAYS SHALL BE PAID DOUBLE THE REGULAR RATE
OF PAY.
370-9374 STATE: HOLIDAYS FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - NEW YEARS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
5
STATE
STATE
STATE FEDERAL
RATE RATE
10.62
11.50
7.65
c
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LANDSCAPE CONSTRUCTION
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
OTHER
370-9376 STATE: NOTE - EFFECTIVE JUNE 9, 1988 THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, UNDER THE CONDITIONS STIPULATED
IN WAC 296-127-022.
6
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPME~T OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.95
2.00
.26
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1A
570-5015 CRANE - OVERHEAD, BRIDGE TYPE
100.TONS AND OVER
570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM
INCLUDING JIB AND OVER
570-5505 LOADER, 8 YARDS AND OVER
570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER
GROUP 1
570-5515 CABLEWAYS
570-5025 CRANE - OVERHEAD, BRIDGE TYPE
45 'l'ONS THROUGH 99 TONS
570-5520 CRANE 45 TONS AND UP TO 100 TONS OR
150 FT OF BOOM INCLUDING JIB
570-5535 HELICOPTER WINCH
570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS
570-5730 MUCKING MACHINE, MOLE, TUNNEL DRILL ANDIOR
SHIELD
570-5565 QUAD 9 AND SIMILAR, 0-10 AND HD-41
570-5540 REMOTE CONTROL OPERATOR, ETC.
570-5525 ROLLAGON
570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER
570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS
570-5555 SLIPFORM PAVERS
570-5530 TOWER CRANE
570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
7
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STATE
STATE
STATE
STATE FEDERAL
RATE RATE
19.23
19.23
19.23
19.23
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 2
570-5575 BUMP CUTTER
570-5590 CHIPPER
570-5570 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5580 CRANES, 20 TONS UP TO 45 TONS
570-5595 CRUSHERS
570-5600 DERRICK
570-5605 DRILLING MACHINE
570-5610 FINISHING MACHINE
570-5615 LOADERS, OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES, ALL
570-5625 MECHANICS, ALL
570-5635 MIXERS, ASPHALT PLANT
570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS,
PULLING SLOPES, DITCHES, ETC.
570-4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE)
570-5650 PILEDRIVER
570-2975 PILEDRIVER (SKID TYPE)
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-2565 ROTO-MILL PAVEMENT PROFILER
570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS
570-5655 SCREED MAN
570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER
570-5665 SUB-GRADER - TRIMMMER
570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH.
GROUP 3
570-5698 A-FRAME CRANE OVER 10 TONS
570-5735 CONCRETE PUMPS
8
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STATE PEDERAL
RATE RATE
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
.18.29
18.29
18.29
17.93
17.93
II
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
570-5705 CONVEYORS
570-5700 CRANES, UP TO 20 TONS
570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER
570-5765 EQUIPMENT SERVICE ENGINEER
570-5720 FORK LIFTS
570-5710 HOISTS, AIR TUGGERS, ETC.
570-2695 HYDRALIFTS I BOOM TRUCKS OVER 10 TONS
570-5715 LOADERS - ELEVATING TYPE
570-5725 MOTOR PATROL GRADER - NON-FINISHING
570-5785 OILER DRIVER ON TRUCK CRANE
570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTIl,IFT
MATERIALS
570-5745 SAWS, CONCRETE
570-5750 SCRAPERS - CARRY ALL
570-2815 SCRAPERS, CONCRETE
570-5755 SPREADERS, BLAW KNOX, ETC.
570-5775 'I'RACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH.
570-5760 TRENCHING MACHINES
GROUP 4
570-5697 A-FRAME CRANE, 10 TONS AND UNDER
570-5795 ASSISTANT ENGINEERS
570-2575 BOBCAT
570-5685 BROOMS
570-5820 COMPRESSORS
570-5830 GRADECHECKER AND STAKEMAN
570-2715 HYDRALIFTS I BOOM TRUCKS 10 TONS AND UNDER
570-5790 OIL DISTRIBUTORS, BLOWERS, ETC.
570-5800 PAVEMENT BREAKER
570-4735 PERMANENT SHAFT-TYPE ELEVATOR
570-5805 POSTHOLE DIGGER, MECHANICAL
9
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STATE FEDERAL
RATE RATE
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
o
WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
570-5810 POWER PLANT
570-4745 PROBE TENDER (ROTO-MILL)
570-5825 PUMPS, WATER
570-5780 ROLLER, OTHER THAN PLANT ROAD MIX
570-5815 WHEEL TRACTORS, FARMALL TYPE
OTHER
570-9569 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRSIDAY OR 40 HRS/WK., MON. THRU FRI,
AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY), SHALL BE PAID AT 1 112
TIMES THE REGULAR RATE. ALL HOURS WORKED
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE.
570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
570-9572 STATE: I.EADMAN !?O.30 OVER MECHANIC
10
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STATE
RATE
15.83
15.83
15.83
15.83
15.83
FEDERAL
RATE
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: SIGN MEN - ELECTRICAL
LOCATION: CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION - LOCAL
PENSION - NEBF
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
635-0020 JOURNEYMAN - GLASS
635-0030 JOURNEYMAN - MAINTENANCE
635-0040 JOURNEYMAN - SIGNMAN
635-0050 STOCKMAN (50%)
~r" "
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-
.98
.50
3.00
$/HR.
$/HR.
%
1.1
STATE
RATE
17.29
17.29
17.29
8.645
STATE
STATE
STATE
FEDERAL
RATE
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
SIGN HANGERS AND SIGN PAINTERS AND CONSTRUCTION MEN
FEBRUARY 15, 1989
OCCUPATION:
LOCATION: CLALLAM, ISLAND AND JEFFERSON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
640-0040 SIGN HANGER
640-0090 SIGN PAINTER
640-0115 SPRAY PAINTER
12
c
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STATE FEDERAL
RATE RATE
12.15
12.15
12.15
,
~
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o
32 X I 0
-
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UlU.
-0
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
1.89 $/HR.
1.82 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730-0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:WAREHOUSING
730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING
730-0140 BUS OR EMPLOYEE HAUL
730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
13
STATE
STATE
STATE
RATE
FEDERAL
RATE
18.14
17.83
17.99
17.66
18.01
17.66
17.94
E
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.78
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.56
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:UP TO AND INCLUDING 5 YARDS
730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.48
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS
14
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS.
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
730-0405 ESCORT DRIVER OR PILOT CAR
730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR
EQUIPMENT
730-0460 FLAHERTY SPREADER
15
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RATE
18.32
18.16
17.99
12.50
17.88
17.99
.'t,:7~~::~_.l:':<:.'.'.
FEDERAL
RATE
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OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
****** STATE WAGE RATE GROUP LISTING ******
OCCUPATION
DESCRIPTION
730-0500
730-0490
730-0610
730-0670
730-0690
730-0730
730-0710
730-0720
730-0800
730-0810
730-0910
730-1035
730-1025
730-1010
730-1100
730-1140
730':'1160
730-1190
730-1200
730-1300
730-1350
730-1570
730-1560
730-1550
FLATBED TRUCK, DUAL AXLE
FLATBED TRUCK, SINGLE REAR AXLE
FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND lOR TIRE SERVICE MAN
HYSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
LEVERMAN AND LOADERS AT BUNKERS AND
BACH PLANTS
LOWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS
LOWBED AND HEAVY DUTY TRAILER: UNDER 50
TONS GROSS
LOWBED AND HEAVY DUTY TRAILER: 50 TONS
GROSS TO AND INCLUDING 100 TONS GROSS
MECHANIC
MECHANIC HELPER
OIL DISTRIBUTOR DRIVER (ROAD)
OIL/TRANSPORT TANKER
PICK-UP SWEEPER
PICK-UP TRUCK
SCISSORS TRUCK
SLURRY TRUCK AND DRIVER
SNO-GO AND SIMILAR EQUIPMENT
STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR
SWAMPER
TEAM DRIVER
TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 20 YDS.
TRANSIT-MIX USED EXCLUSIVELY
CONSTR.: OVER 16 YDS. TO AND
TRANSIT-MIX USED EXCLUSIVELY
CONSTR.: OVER 12 YDS. TO AND
IN HEAVY
INCL. 20
IN HEAVY
INCL. 16
YDS.
YDS.
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STATE FEDERAL
RATE RATE
17.77
15.75
17.66
17.83
17.56
18.32
17.88
18.16
18.00
17.41
17.99
15.37
15.75
15.75
17.66
17.88
17.88
17.83
17.56
17.61
17.66
19.01
18.85
18.69
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OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
730-1540
****** STATE WAGE RATE GROUP LISTING ******
OCCUPATION
DESCRIPTION
730-1530
730-1520
730-1515
730-1501
730-1750
730-1810
730-2015
730-2000
730-2010
730-2210
730-2200
730-2220
OTHER
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 10 YDS. TO AND INCL. 12 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 8 YDS. TO AND INCL. 10 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 6 YDS. TO AND INCL. 8 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 4 1/2 YDS. TO AND INCL. 6 YDS.
TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: 0 YDS. TO AND INCL. 4 1/2 YDS.
VACUUM TRUCK
WAREHOUSEMAN AND CHECKERS
WATER WAGON AND TANK TRUCK:
WATER WAGON AND TANK TRUCK:
GALLONS
WINCH TRUCK: DUAL REAR AXLE
TO 3000 GALLONS
WINCH TRUCK: SINGLE REAR AXLE
WINCH TRUCK: SINGLE REAR AXLE
WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT
STATE
RATE
FEDERAL
RATE
18.53
18.36
18.20
18.04
17.87
17.66
17.56
OVER 3000 GALLONS 17.99
UP TO 1600 17.66
730-9730 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI.,
AND ALL HOURS WORKED ON SATURDAYS, (EXCEPT
WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID
AT 1 112 TIMES THE REGULAR RATE OF PAY. ALL
HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE
PAID DOUBLE THE REGULAR RATE OF PAY.
-
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17.83
17.88
17.66
17.66
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
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FEBRUARY 15, 1989
WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE" AND THURSTON COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
OTHER
730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
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CONTRACT BOND
JEFFERSON COUNTY, WASHINGTON
KNOW ALL MEN BY THESE PRESENTS:
That
(
, of
, as Prlnclpal, and
, as Surety, are jolntly and severally held
and bound unto the COUNTY OF JEFFERSON, the penal sum of
Dollars ($ l, for the payment of which
we jolntly and severally blnd ourselves, our heirs, executors. admln-
lstrators, and assigns. and suc~essors and asslgns, flrmly by these
presents.
The condltlon of thls bond Is such that WHEREAS. on the
day of , A.D.. 19_, the sald
Prlnclpal hereln. executed a certaln contract with the
Jefferson, by the terms, condltlons and provlslons of
the said , Prlnclpal he 1
furnish all materials and do certaln work, to-wl
Prlnclpal hereln wl11 undertake and complete
work:
In Jefferson County, Washlngton. n ~1 'and
'Station , as per ma nd flcatlons made a part
of said contract, which con ~x ute. hereunto attached,
and 15 now referred to a ref Incorporated herein
and made a part heraot Q or es as If here set forth
at length. ~ ~
NOW. THEREF. ,t()t e Prln ~ rein shall faithfully and
truly observe m wlth the e s, condltlons and provl11ons Of
sald contrac respects and s all well and truly and fully do
and parfor. ers and things by the said Prlnclpal undertaken to
be perf lafd contract, upon the terms proposed therein,
and with me crescrfbed therefn, end untl1 the same fs accepted,
and shall a IlIa orerl, mechanfcs, subcontractors and materlllmen,
and all pe ns who shall supply such contractor or subcontractor wfth
provfsfons and suppLfes'for the carryfng on Of such work. and shall
fn all respects fafthfully perform said contract according to law,
:~~ne}~:~t~bllga~fOn to be void, otherwise to remain fn full force
WITNESS our hands thfs ________ day of , 19___.
.'PRINCIPAL
SURETY COMPANY
By:
By:
Attorney-In-Fact
Oy:
APPROVED AS TO FORM thfl ____ day
Of ,19_,
Address of 10cIl Office and agent
of surety company:
Prosecuting Attorney
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JUfERSOll COllHTY. IlASHIHliTOH '-,-
THIS AGREEMENT. IIlllde end enter.d hlto this dIY of , .
19 bet....n the C:OUNU Of JEffERSON. ecUng throug/l tile Jeff.rson tounty t......ls-
slOiiii'i end the Dll'lctor of Public WOrks unMr. aNI II.r wlrtue of Tltl. 36. AtW. as
.....nd.d and of .
her.ln.fter 1:&11.d eM toIlerectllf'.
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WITNESSETH:
ThU In consld.raUon of the tenns and condlUons contalnlld hel'lln end enech.d
end ...de a part of tills agl'l_e. the parel.s her.co cow_t MlI.g.... as follow"
I. Th. Contrlctor agrees to furnish all ..terlels and do c.rtaln work. to.wit:
That tile said Contractor her.ln "Ill undertake end COlIIll.te the fOllowing descrlbeel
work:
in Iccordenc. with end IS d.scrlbed In ~he eetech.d plens and spaclflceUons end the
Stenderel Speclflculons of tile WlSlI1ngton Department of TrensportaUon, which are by
this r.f.renc. Incorporat.d hal'lln end ....de . p.re ller.of. and shell parfo,," ellY al-
ceraUons In or acl4ltlons to the work prowlde4 under tills conerACt MlI .w.ry part
thereof.
The Contraceor shall provide and be at the eap.ns. of IllUI~nt. work Ind
labOr of Iny sort whetsCle.er thet ~ be I'Iqlllr.d for the era ..terlels end
for conseructlng end clllllPletlng the work prOvided for In~t nd ev.ry pert
ther.of. .acept sllch .s .... _ttoned In the SllKlfl"t'" Ished Ily the
County of Jeff.nOli.
II. The COllnty of Jefferson her.by prOlllse "Ith the Conerector to
.mploy. And does uploy the Coner.ceor to prov 1.11 .ncI to do end ceul8
to b. don. the ebOv. described work Ind to Inlsh the s_ according to
ehe ItClched phns end sp.clflc.Uons end d conditions her.ln conCllned.
end h.r.by contraces to pey for the s thCI etteched speclflclUons
end the schedlll. of unit or Itull.d I he .ttached. at the UN end In the
m.lnner end upon the condlelons p~ thl contr.ct. The County further
egre.s co ."ploy the Cantrecear t yll .ttons In or .ddltlons to the
"ark provld.d for In this con t Y .d Ind to pey for ehe u.... IIndolr
eh. e.".s of this c~trlct ~ pl . specifications.
III. Th. Coner.ec f. ~.Irs. ...clltors. Idmlnlsereeors.
succ.ssors, end usl .Ily fllll perfo....nc. of ell eh. c:lI\I.'
nenes her.ln conte ~ trActor.
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ebl1lty shell attlch co eh. County by
.uept IS 'llP...ssl.l' provided hll'lln.
EREOf, ehe Coneractor hIS execlleed this Insel'lllllllnt on the dey end
write.n, end the Board of COunCJI CCllIIlluloners has CAused chis In-
v:":~m:.~ end In the .... of Slid County of Jeff,non the ~ end
by the Conerl,ctor .111_ fo...golng COIItrecS Approv.d Ind
IIetlfl.d .111_
year
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Coneractor
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COUIlTY 01 JEffERSOH
80AIlD 01 COIlIIISSIONEllS
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NON-COLLUSION AFFIDAVIT
* STATE OF WASHINGTON
ss
** COUNTY OF
I,
***
and
the undersigned, an authorized represent~t'~~
be sworn, deposes
says that the person(s), firm, associ , corporation has,
(have) not, either directly or in , entered into any
agreement, participated in an~' ,or otherwise taken
any action in restraint of ' mpetitive bidding in
connection with the projec or hich this proposal is
submitted.
* If notarization of proposal takes place outside of washington State,
~TE WASHINGTON and enter appropriate State.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held
in a fund by the Owner until (30) days following final acceptance
of the work.
Date
Signed
B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of the work.
Date
signed
c. I hereby elect to have the Owner invest the
this contract from time to time as such reta'
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PROPOSAL - CONTINUED
The bidder is hereby advised that by signature of this proposal he/she,
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5%) of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
o 7H THE AMOUNT OF
CASHIER'S CHECK 0 DO~
CERTIFIED CHECK 0 ($ ) PAYABLE '1'0 ~y 'l'REASURER
PROPOSAL BOND 0 7H THE AMOUNT OF~' OF ~ '
**Receipt is hereby acknowledged of addend ,(s)____,____,~.
~~ Atn'HOIUZ" OFFICIAL(S)
~~?
~ affirmed) before me on
CASH
Sig!led
Date
My appointment expires"
Note:
(Seal or Stamp)
(1) This proposal is not transferable and any alteration of
the firm's name entered hereon without prior permission
from the County commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
(2) Please refer to section 1-02.6 of the standard specifica-
tions, re: "Preparation of Proposal," or "Article 4" of
the Instructions to Bidders of building construction jObs.
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, ITEM ' PLAN ' ITEM ' PRICE PER UNIT ' TOTAL AMOUNT I
, NO. I QUANTITY I DESCRIPTION 'DOLLARS * I DOLLARS 1
'____1____________1___________________________,_______________,____________,
I 27 I LUMP SUM I TRIMMING AND CLEANUP 1 LUMP SUM 1 1
1----1------------1---------------------------1---------------1------------1
I I I HAND PLACED ENERGY I AT I
1 28 I 2 1 DISSIPATOR " I
I----l---:~:-:~:--I---------------------------I::~--:~:-:~:---I------------
"I I I
29 I $1,000.00 1 ROADSIDE CLEANUP 1 ESTIMATED I $1,000.00
----i--::::~::~-I---------------------------I~;-------------1------------
_::_!____~~~~~___i_~~:::_:::_:::::::_::::::~_I::~_. _~~__l_______~____
I I MAINTENANCE AND PROTECTION I ~ I
31 I LUMP SUM I OF TRAFFIC SUM 1
____,____________,________________________ ----______1______------
J_::_I___~~~:::~__I-:~::~:::::-:::N::~~~--~~-~~---I------_~____
-::-I--::::~~::--I-::::~:~ :;-GN~~~:~::::::::----I-------~----
-;:-I---::~:::-~-;::::;::::-----I~;-------------I------------
----l---:~:-:~:--I-;;~;~I~~~~;;~~~;----------I~;~--:~:-:~:--- ------------1
36 I 2,086 I CONCRETE PAVEMENT I . . I
____I___:~:_:~:__I___________________________I::~__:~:_:~:___ ------______1
I 1 IAT I
37 I ,16 I MAILBOXES 1 I
EACH PER EACH
----I------------I-~;;;;;-~;;~;~;~;~---------I~;------------- ------------1
38 I 1000 I INCLUDING HAUL I . I . I
----!--_:~:_:~:_-!---------------------------!::~-_:~:_:~:_--!------______I
I CONTRACT TOTAL $ .'
!--------------------------------------I
*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIW COLUMN SHALL BE INTERPRETED AS CENTS.
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I NO. I QUANTITY I DESCRIPTION I DOLLARS * I DOLLARS I
1----1------------1---------------------------1---------------/------------,
I I I IAT I I
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I____I__~:~:_~::__I______---------------______I:~~__~:~:_~::__I____________I
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I I LIN. FT. I I PER ~ . 1 I
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I ES 'AT
23 I 1 LFISH. I . I .
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----1----------- ---------------------1---------------1------------
I (N.I.C.) (2) SHOTS L.B.S.T I NOT 1 NOT
24 640 T IN CONTRACT IN IN
I TONS (TO BE DONE BY OTHERS) I CONTRACT I CONTRACT
----1------------1---------------------------1---------------,------------,
I (N.I.C.) I SET CENTERLINE MONUMENTS I NOT I NOT I
25 I 17 I NOT IN CONTRACT I IN , IN ,
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*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
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----I------------!---------------------------I---------------!------------!
*- SHOW PRICE PER UNIT IN f'IGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
POINT WHITNEY ROAD, COUNTY ROAD NO. 275908, M.P. 0.00 TO M.P. 0.83,
STA. 76+00.00 TO STA. 124+52.30, AND BEE MILL ROAD, COUNTY ROAD NO.
273408, M.P. 1.45 TO M.P. 1.63, STA. B 0+00.00 TO STA. B 4+50.00,
IN JEFFERSON COUNTY,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY ICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERS REBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN TH EMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRA, HE FOLLOWING SCHEDULE
OF RATES AND PRICES: ~
(NOTE: UNIT PRICES FOR ALL ITEM~' ~NSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. AL S MUST BE TYPED OR ENTERED IN
INK. )
i ITEM I PLAN i ITEM PRICE PER UNIT I TOTAL AMOUNT I
I-~~:I--~~~~~~--I-------~~ ~----~-:--I---~--I
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I I ROADWAY J;:XCAVATION AT I I
I 3 I 17,264 I INCLUlHNG HAUL I . I . I
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II I I STRUCi'URE EXCAVATION I AT II 'I
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*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNI~ COLUMN SHALL BE INTERPRETED AS CENTS.
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INSPECTOR'S DAILY REPORT
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contract No. CEOSZB Facility
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Date: / /s / 90 Day
/ .
Project Manager 6JZUCF-:
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Contract No. CWc::;zp,
3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS 11)
Book_ Page ~z-
FacilitY?~1<J1 Lol-hTNc::-Y
Date:
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS &q
BOOK_ Page <: "'" ~
Contract No. c:i2:0Sr.f2> Facility ~NI ~TNeY ~O.
Date: I {~ } 91.)' Day t1~'
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Date: I fl.l q0
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DEPARTMENT OF PUBLIC WORKS 0e
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DEPARTMENT OF PUBLIC WORKS ~
BOOk~ Page 'Z ert::- 2..-
Contract No CEo 52-€:' Facility
Date: \ I ~ /9'0
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