HomeMy WebLinkAboutBLD2009-00054w.,--,.....,
03 UILDING PERMIT APPLICAWN MLA09-00038
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD09-00054 Received Date: 2/18/2009
SITE ADDRESS: (`°y S BEACH DR
PORT LUDLOW, 98365
OWNER: PAULA I FRIAL TRUSTEE PHONE: 206-325-6095
OSCAR A FRIAL TRUSTEE
2312 DELMAR DR E
SEATTLE WA 98102-4026 TRAIL'S END 1ST ADD
SUBDIVISION: Block: 7 Lot: 9S
PARCEL NUMBER: 950100711 Section: 16 Township: 27 N Range: 01 E
CONTRACTOR: TBD PHONE: 205-807-2541
REPRESENTATIVE: HENRY M SOUZA PHONE: (360) 379-8338
DESIGNS BY SOUZA INC (360) 379-9136
164 SWANSON
PROJECT DESCRIPTIOr NSFRW/ATT GARAGE &A/G 250 GAL PROP TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,244
VALUATION 323,251.00 ADD'L: 1,142 HEAT TYPE: PRO
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 400 SHORELINE:
CONST TYPE: DECK: 278 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CMY
WATER SYSTEM: BRIDGEHVN
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 3 Prop: 2
Total: 3 Total:
Ro�uut�ing Date:
Type Amount Paid . By. 'Date: Receipt: A roved/Date
Permit $2,248.15 LYK 02/18/09 105427
Plan Check $1,461.30 LYK 02/18/09 105427 APPROVED
State Building Code $4.50 LYK 02/18/09 105427 JU(- ZZ
Potable Water Application $62.00 LYK 02/18/09 105427 J8ff81On County pinnnin
Total: $3,775.95 &Building Department
CERTIFICATE OF OCCUPANCY
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX(360)379-4451
Carl Smith, Director/Building Official
PERMIT#: BLD09-00054
APPLICANT: PAULA I FRIAL TRUSTEE PHONE: 206-325-6095
OSCAR A FRIAL TRUSTEE
2312 DELMAR DR E
SEATTLE WA 98102-4026
SITE ADDRESS: 80 S BEACH DR Issue Date: 07/22/2009
PORT LUDLOW, 98365 Final Date: 6/20/2014
SUBDIVISION: TRAIL'S END 1ST ADD Block: 7 Lot: 9S
PARCEL NUMBER: 950100711 Section: 16 Township: 27 N Range: 01 E
PROJECT DESCRIPTION: NSFR W/ATT GARAGE &A/G 250 GAL PROP TANK and shoreline
exemption permit (SDP09-00014)
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006
EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 6/20/2014
\\tidemark\data\forms\F_BLD_Occupancy.rpt 6/25/2014
Lisa Yobbagy-Keller
From: Michelle Farfan
Sent: Tuesday, February 12, 2013 6:30 PM
To: Lisa Yobbagy-Keller
Subject: BLD09-00054/MLA09-00038
Hi Lisa:
I received the stormwater letter from Michael Anderson stating that the stormwater facilities have been
constructed as per the plans. This satisfies condition#1.
I put the letter in the MLA file.
Thanks.
Michelle Farfan
Associate Planner,FHM Lead
Dept. of Community Development
622 Sheridan
port Townsend WA 98368
mfarfan @cojefferson.wa.us
360-379-c#57
360-379/V3(fax)
All voice messages and e-mails received by Jefferson County may be subject to public Disclosure
under Chapter 42.56 RCW.
Please note that DCD hours changed as of December i,2008. Our office is open to the public 9:00
am-4:30 pm Monday to Thursday and closed on Fridays.
1
li
cep aN e • ' ._ ,
IIP _
06 JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
i * 621 Sheridan Street• Port Townsend •Washington 98368 ,B 1 8 2009
360/379-4450 • 360/379-4451 Fax )
www.co.jefferson.wa.us/commdevelopment -----�
Master Permit Application MLA: I
d
Project Description(include separate sheets as necessary):
Construct Wood Framed Structure Single Family Residence
Tax Parcel 950 100 Property
712
Number: Size: 11181.82 (acressquare feet
Site Address and/or Directions to Property:
60 South Beach Drive, Port Ludlow, WA 98365.
Property Owner(s)of Record: Paula Frial
Telephone:206.226.4049 Fax: email: Pfrial @msn.com
Mailing Address: 2312 Delmar Drive East,Seattle,WA 981024026
Applicant/Agent(if different from owner): Henry M.Souza(DBA)Designs by Souza,Inc.
Telephone: 360.379.8338 Fax: email: henry @designsbysouza.com
Mailing Address: 164 Swanson Ave,Port Townsend,WA 98368
What kind of Permit?(Check each box that applies
❑Building ❑Variance(Minor,Major or Reasonable Economic Use)
❑ Demolition Permit ❑Conditional Use[C(a),C(d),or C]**
Wl Single Family ❑Garage Attached/Detached 'O Discretionary"D"or Unnamed Use Classification
❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)**
❑ Commercial* ❑Boundary Line Adjustment
❑ Change of Use ❑Short Plat**
❑ .Address El Road Approach ❑Binding Site Plan**
❑Home Business ❑Cottagelndustry ❑Long Plat*"
❑Propane ❑Planned Rural Residential Development(PRRD)/Amendments**
❑Sign ❑Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions**
❑Stomiwater Management ❑Shoreline Management Substantial Development**
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment
❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request
*May require a Pre—Application Conference **Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal,if known:
Hen M.Souza DESIGNATION OF AGENT
I hereby designate M. to act as my agent in matters relating to this a plication for permit(s).
OWNER SIGNATURE ` -t Date: 0
By signing this application orm,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the applicatio A hat he or she .nts prior notice_ a l
Signature: 1 �' D "'I � (0 1
Date: 1)\\\
The action or acti Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferable respor5�'bility for dh g to a, compjyin with the ESA. The Applicant has read this disclai r a si ns+and dates it below.
-G�ti
Signature: , y ^� s Date: ( p V 1.
�, JJ
C:\Documents and Settings\caral\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc
______op__________io ..___. _, _ ..„,_:, ._
BUILDER STATEMENT C C o t o
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not Licensed cEr acble ar 3
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date: ( ,'-`J
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: _
Woodside Construction,Inc. ( 360)340-2233 ( )
MAILING ADDRESS: P.O.Box 1523,Kingston,WA 98346 EMAIL: P.O.Box 1523,Kingston,WA 98346
CONTRACTOR'S LICENSE WAINS
NUMBER: BAREFD947MK NUMBER
ARCHITECT/ENGINEER: Phil King Designs PHONE (425 )745-9233 FAx:( )
MAILING ADDRESS: 1527 150th St.S.W.,Lynnwood,WA EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: ' Type of Sewage Disposal:
Q New 3 Wood Existing: 0 ❑ Sewer
❑ Addition ❑ Steel Proposed: 2 Bank 0 Community System
❑ Alteration/Remodel ❑ Concrete Total: 2 Height: ❑ Individual System
❑ Repair ❑ Masonry SEP Permit#
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: ❑ Private well ❑ Two Party
Type of Heat: Proposed: 1_ 30, 0 Public
Propane Total: 3 Name of System:
Bridgehaven
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy:. IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank andlor Appliance Installation permit.mark all items below that apply:
❑Underground Tank 0Above ground Tank Size of Propane Tank: 250 gal
0 Heat Stove ❑Cook Stove ❑Woodstove ❑ Fireplace Insert O Hot Water Tank ❑Pellet Stove ❑Other
Is this appliance being installed in a Manufactured I Mobile Home? Yes / N6
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area.
Square Footage Current Proposed t�i`ice 3Jse O� z . .. ,% . '- ; Amounts �,: ' �
Main Floor Heated «� y �? EH Bld App Review: - ) 2`/
2na Floor Heated �, Consistency Review: / , ..,
11420 : �; , .
Other Heated Base fee: Z ZLi pet S
�4� - Additional Section:
Mezzanine � -
Heated Basements Plan Check fee: ' i
'A .� .
Unheated Basement % State Surcharge fee: `570
Other Unheated K*; ,e,:-,',-':", ` Pot Water Rev vie fee: 3 g.00
L-, /f- to 2,4 0
Garage/Carport SUBTOTAL
911/Rd Approach fee: /6y,Decks
278.0
Other ., TOTAL $ 7 .2/S 0 9
v,r' Receipt Number: �0 5 /2 )
�� s� �' Cash/Check Number /930
=STIMATED COST(REQUIR:D) Date: -/S'-'89
air market value of all labor and aterials foundation to finish
Initials: /� C J,
;$323,251 .00 ; '"T
C:\Docume d Settings\c. Local Settings\Temporary Internet Files\OLK 86\Master Permit Application 12-19-2006.doc
ox JEFFERSON COUNTY
��w4s o0
Fy ti°
DEPARTMENT OF COMMUNITY DEVELOPMENT.
59, 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment
Tel:360.379.44501 Fax:360.379.4451 I Email:dcd @co.iefferson.wa.us
,9,s,$rNG��
Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center
RESIDENTIAL FINAL INSPECTION LIST, INCLUDING BUT NOT LIMITED TO:
> One complete and operational bathroom; All bathroom fans and whole house fans
must be operational.
> The cooking appliances and hood fan to be installed and operational.
> Fan in laundry room to be installed and operational.
> Sheetrock must be taped and sealed.
> All plumbing lines must be in and approved; Hot and cold on correct sides; Dishwasher to be
provided with air gap.
> Septic system to be finaled by Environmental Health Department.
> Heating system must be operational.
> All electrical outlets must be covered. No exposed wires.
> Stairways and decks must be equipped with handrails and guardrails.
> Smoke detectors must be operational and interconnected.
> Drainage system must be operational with downspouts tightlined in. (unless approved alternate
method is to be used).
> Siding must be on and painted if not treated.
> Garage door must be installed.
> 911 placard (address) must be posted.
> Manuals must be available with permanent appliances.
> Waterlines in unheated spaces must be insulated.
> Hotwater pressure relief valve vented to exterior with elbow pointed down at end.
> Firewall between house and garage with 20 minute rated door.
> Any holes in firewall/sheetrock where pipes, wires or ducting penetrate are to be sealed with
approved materials.
> Crawl space and attic access sealed with weather stripping and insulated.
> Attic access in garage must be fire rated.
> Provide insulation certificate verifying R-values.
➢ Exterior doors must be tight fitting and threshold checked for airleaks.
➢ All glass in hazardous locations must be tempered.
> Masonry fireplaces must have glass doors installed.
k�4SON �o JEFFERSON COUNTY
DEPARTMENT OF COMM UNITY DEVELOPMENT
OPMENT
621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment
QSXING.o� Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.lefferson.wa.us
Building Permits&Inspections J Development Consistency Review I Long Range Planning J Watershed Stewardship Resource Center
July 17, 2013
OSCAR& PAULA FRIAL TRUST
2312 DELMAR DR E
SEATTLE WA, 98102-4026
RE: Building Permit No. BLD09-00054
Dear OSCAR& PAULA FRIAL TRUST,
It has come to our attention that your building permit No. BLD09-00054 has been expired since 7/22/2009.
As you may know, our department offers renewal of building permits for an annual fee of: $228. These
annual fees owed accumulate each year. Since your permit has been expired since 7/22/2009, your total
renewal fees owed are: $648.
However,to encourage you to renew your permit and continue with required inspections of your building, our
Department is offering to renew your permit for the single-year amount of$228.
Once your permit is renewed, you are again eligible to receive County inspections with the goal of
completing the building review process over a one-year time period. Having your building receive and pass
all of its required inspections is valuable to you as it is your assurance that your building meets adopted
standards for quality and safety. Additionally, having documentation that your building has passed required
inspections may be required from lenders or buyers if you ever decide to sell or re-finance your building.
The reverse side of this letter lists the typical items required for a final inspection approval.
To take advantage of this offer, we must receive your full payment of$228 by March 30, 2013. Please make
your check or money order payable to: Jefferson County DCD and include your building permit number on
your check. You may also pay at our office with check, money order, cash, or credit card.
http://www.co.jefferson.wa.us/commdevelopment/Credit%20Card.htm
This is the only notice you will receive. If we do not receive your full payment by the due date, your permit
will be cancelled. Once cancelled, if you later decide to renew your permit, you will have to apply for an
entirely new building permit, pay all associated fees, and comply with current building and zoning code
requirements. In the event that your building permit is cancelled and your construction is not finalized by the
building inspectors, the County may choose to record a "Notice to Title" on the property, to document the
property is out of compliance with the County's development codes.
If you have any questions about this offer, you may call our office at: (360)379-4450 and ask for Permit
Technician Lisa Keller.
I hope you will take advantage of this offer!
Sincerely,
ASOF/,+'�4
Carl Smith, Director
- (,l',x4 . "
Jefferson County D C D Invoice No. 09161
r ... '''''' 621 Sheridan Street
Port Townsend, WA 98368
4 � i' , (360) 379-4450 fax(360)379-4451
it< INVOICE -
I Customer
Name Paula Fria! Date 11/25/2009
Address 2312 Delmar Dr E MLA#
City Seattle State WA ZIP 98102 MLA#
Phone / Case# BLD09-54
Qty Description Unit Price TOTAL
2.5 Pre Construction Site Visit to review $71.00 $177.50
Installation of Fencing along Shoreline.
Please Mail to:
'621 Sheridan Street
Port Townsend, WA 98368
Please Make Payable to:
Jefferson County
SubTotal $177.50
Payment Details
0 Cash
0 Check
® Outstanding TOTAL $177.50
Name
Check# mice Use Only
Receipt# x
Department of Community Development
W O
..ca
.14-
y
ES a
_ i? '°° v1 y
IV
m t r-- 01.i
%N.
ti
4 E
OA. °
1-Ati 1 4
• li .t •‘,4: tv
/
. ii-...
t to
•
, . 60,,,,<,,,1 4
ig
4 / N.
1 ,
.., . / i
/ ,.. , , 4s. '` (% .,______. 41
ii
0 ! 3 W ` � �/ ri
m3o — ..
/ \
/ -� \ �3 u-
PI 1 PI �1 (/ / / . R$
liti
IIF
ti E e.
0
II IIII
d ' 21\u E /- / % /
/ . IV'
o
/ / f • ./" 1
•
/,1/ Ito ,�
/ / '�: '�`m vii \ v
z
. / N 4di)*---1 _1 i/1('/\,:,,::,,,,::si,„',,.\:\,:::"'\\\0:;:p\:‘,."2:‘::':,':;',:':.,,',.\.\.\\ / . ' ' " It
\ / i k / j \
lr k i7 -•\
afil
ilk
■
1:.. N w ,':' \ . 7
/ i;` \`1
/ / /;
\ /....
gig //
ii
o ',. \ /
\ • 0r` , / /
. NI, ? . , . i 0 ioTi ;-,,, , ././,
/\ �* \
r \ \
r / . N.
Ca
■ i•Ig ii • ' \
•
2 25 Ul to -o i g 4 i ,
T/ ol '33. 11 5 - 5E =, .4 r-115 rd9 1 4u)
P A & n 1:1 ' IP 4
CO
oo
d i lib to ., 111F4LA0,, ,,,,,,, \3 / _ °,Ind III il .
to N. ,1\11'1!. '`�q ,`1 }; o
44-'76 -I
1 11
(A saki g -0 — :� ''' '''''\\'''''':
F $88t8 4 6 u gl ,
' .214r%'°. 1 ilg 4 sainiR1 isi 1 'I -. z
1 S ii ., •,..-,y ',' i ; ur : = to
13 T Z'
F'RIAL, RESIDENCE co ° D
alitl O N N � °° (0 0 0 O
1 o. 00 SOUTH BEACH DRIVE �,
�' o PORT LUDLOW, WASHINGTON 98365 N N
S
STORMWATER REPORT
FRIAL RESIDENCE
LOTS 7-11, BLOCK 7, TRAILS END ADDITION
60 SOUTH BEACH DRIVE
PORT LUDLOW, WA 98365
��- J• 4V
��PoFWASy/ti°��
iqk
Pifor
Z7/7 0
oq rrn B
�i� . .,,
EXP. DATE: 05 / 05 / 10 St Re airedwater ,. 11l`,
� •
Prepared by
APPROVED
Michael J. Anderson STORMWATER PLAN
PE&PLS No. 27665
330 Cleveland Street JUL 2 1
,p': 4, _ Port Townsend, WA 908368
ci
1EFFERSO
S , �IOU
KJDEPT\ATURE 1OF(s ` 1.E 1,Tip
C
S 0
V
i
.. c
1
1
C
j
1
•
•
STORMWATER REPORT
FRIAL RESIDENCE
LOTS 7-11, BLOCK 7, TRAILS END ADDITION
60 SOUTH BEACH DRIVE
PORT LUDLOW, WA 98365
PROJECT LOCATION
The project is located on shores of the Hood Canal at South Point, south of
Bridgehaven. The parcels are located in plat of Trails End First Addition and are
known as Lots 7-11, Block 7. The site is also known as APN 950 100 709 - 711 in a
portion of Section 16, T27N, R1E, W.M. The site is characterized as a waterfront
residential development with a few single family residences. The project consists of
a new single family residence on a separate parcel and the addition of garage for the
existing residence. The driveway is be shared and covenants established for the
joint use and maintenance of the two parcels.
This stormwater management plan will examine the hydrology and changes to the
stormwater runoff due to the proposed construction of the residence, the garage and
the driveway construction. All proposed drainage improvements shall be consistent
with the design standards of Jefferson County and the "Stormwater Management
Manual for Western Washington" 2005 (DOE SMM).
PRE-DEVELOPMENT SITE CONDITIONS
The project area is presently un-improved and the ground cover consists of native
grasses and brush. The "USDA Soil Conservation Service —Jefferson County Area"
is unable to identify the existing soil inasmuch as it is a shoreline feature and the
soil are most likely the accreation of shore line sands over time.
DOWNSTREAM ANALYSIS
The downstream storm drain system consists of a roadside ditch system that drains
southwesterly along South Beach Road to the estuary located at the rear of the
property. There were no obstructions observed to the free flow of stormwater for a
quarter of mile downstream.
Page 2 of 8
40
PROPOSED SITE DEVELOPMENT
The private property site is to be developed with a typical single family residence
under separate permits. The existing impervious area is at 2311 sft and with the
addition of a new residence on the second lot, the total impervious area will increase
to 4920 sft or 0.113 acres. This includes the new garage for the existing structure,
the new residence and the shared driveway.
PROPOSED STORMWATER IMPROVEMENTS
The primary goal of the State DOE Stormwater Manual for Western Washington is
to protect the streams of the State and the Puget Sound. To comply with that goal,
the Manual prescribes the treatment of runoff and the infiltration of the treated
runoff into the s oil to refurbish the ground water that the impervious areas have
detracted.
For this project, it is planned to utilize a newly constructed ditch along the front of
the property parallel to the existing South Beach Drive pavement and then deposit
the storm water runoff into a "raingarden" pond on-site. Overflow from the
raingarden will be directed to the adjacent estuary area behind the residential site.
The infiltration trench is designed in accordance with the WWHM3 computer
system to receive and infiltrate the 2 year flow and the increase in the 100 year flow.
The system relies on passing on the historical flow into the existing surface flow
system downstream.
HYDROLOGICAL ANALYSIS
Attached is the report compiled by the new WWHM3 stormwater design that shows
an infiltration trench will pass and satisfy the DOE Manual criteria.
The following is a summary of the impervious areas: (see calculations attached)
Existing Impervious areas :
Existing residence 1489 sft = 0. 034 Ac.
Parking area 404 sft = 0. 009
Sheds 418 sft = 0. 010
Total Existing 2311 sft = 0 . 053 Ac.
Page 3 of 8
•
New Impervious areas :
New Residence 2224 sft = 0. 051 Ac.
Existing residence 1489 sft = 0. 034
New Garage 675 sft = 0. 016
Sheds to remain 89 sft = 0. 002
Existing parking area 404 sft = 0. 009
New driveway area 1443 sft = 0. 033
Total New Construction 6324 sft = 0. 145
PROPOSED STORMWATER FACILITIES
In advance of the preparations for the design parameters for use in the WWHM3
program, an on-site infiltration test was made at the site. A hole with a six inch
diameter, two feet deep was dug and filled with water for a 24 hour period in
advance to the test. The test was done on January 19, 2009 and the rate of fall was
measured at 7.5 inches per hour during a thirty minute test.
Using this information and the factor of safety of 4 as required by the DOE Manual,
the calculations indicate that irregular shaped pond of 135 sft has sufficient area to
infiltrate the storm water emanating from the new and old residential construction.
EROSION AND SEDIMENTATION IMPACTS
The State 2005 DOE Manual specifies that each stormwater plan shall provide for
the following elements:
SECTION 2.5. 1 MINIMUM REQUIREMENT #1 : PREPARATION OF STORMWATER
SITE PLAN
Please see attached construction plan entitled "STORMWATER
PLAN - FRIAL RESIDENCE".
SECTION 2.5.2 MINIMUM REQUIREMENT #2 : CONSTRUCTION STORMWATER
POLLUTION PREVENTION (SWPP)
All new development and redevelopment shall comply with
Construction SWPP Elements #1 through #12 below:
Element' 1: Mark Clearing Limits
The clearing limits will be the minimum required to
construct the new residence, garage and new driveway
connecting to South Beach Drive.
Page 4 of 8
4 .
Element 2: Establish Construction Access
A construction access will be established at the new
driveway location off South Beach Drive.The installation of
quarry spalls to minimize tracking sediments will be
utilized as shown per the detail.
Element 3: Control Flow Rates
The downstream condition will not be materially affected by
the increase in runoff due to the proposed development. The
use of the infiltration pond/raingarden to capture the 100
year event and allowing the historical rate to continue to
the existing storm drain system does not constitute a
significant change to the overall storm drainage system.
Element 4: Install Sediment Controls
A silt fence will be set in place along the perimeter of the
new construction along the downstream boundary of the site
prior to the start of any construction to prevent siltation.
Element 5: Stabilize Soils
At the completion of the site grading for the building pads
and subgrade for the paving areas, the areas disturbed by
the new construction will be seeded and maintained during
the remainder of the construction period. Upon completion
of the driveway and single family residential construction,
the final landscaping of the site will be installed to
stabilize the soils.
As required by the SMM, from October 1 through April 30, no
soils shall remain exposed and unworked for more than 2
days . From May 1 to September 30, no soils shall remain
exposed and unworked for more than 7 days . The soils will
be temporary seeded or protected with plastic covering.
Element 6: Protect Slopes
All slope areas will be made at 3 : 1 and protected with hay
and plastic coverings as required. Permanent landscaping
will be installed at completion of rough grade.
Element 7: Protect Drain Inlets
No catch basins are proposed. All drainage will be
Page 5 of 8
established along the ground in a grassy swale.
Element 8: Stabilize Channels and Outlets
The site drainage does not affect any channels or outlets .
Element 9: Control Pollutants
As required by the SMM, all pollutants, including waste
materials and demolition debris that occur on-site during
construction shall be handled and disposed of in a manner
that does not cause contamination of storm water.
Maintenance and repair of heavy equipment and vehicles
involving oil changes and other maintenance work shall be
conducted using spill prevention measures such as drip pans .
Wheel wash or tire bath wastewater shall be discharged to a
separate on-site treatment system.
Element 10: Control De-watering
No de-watering is anticipated with this project.
Element 11: Maintain BMPs
All temporary and permanent erosion and sediment control
BMPs shall be maintained and repaired as needed to assure
continued performance of their intended function. All
maintenance and repair shall be conducted in accordance with
the Jefferson County Stormwater Standards and the
requirements of the State SMM.
Sediment control BMPs shall be inspected weekly or after a
runoff-producing storm event during the dry season and daily
during the wet season.
All temporary erosion and sediment control BMPs shall be
removed within 30 days after final site stabilization is
achieved or after temporary BMPs are no longer needed.
Trapped sediment shall be removed or stabilized on site.
Disturbed soil areas resulting from removal of BMPs or
vegetation shall be permanently stabilized.
Element 12: Manage The Project
All aspects of this Stormwater Control Plan and the Construction
Page 6 of 8
4 .
SECTION 2.5.3 MINIMUM REQUIREMENT #3: SOURCE CONTROL OF
POLLUTION
This report and plan is consistent with the intent of the
SMM to prevent stormwater from coming in contact with
pollutants . As discussed above in the Elements,
considerations have been employed with respect to the
equipment on the site during construction to prevent
pollutants entering the stormwater system.
SECTION 2.5. 4 MINIMUM REQUIREMENT #4: PRESERVATION OF NATURAL
DRAINAGE SYSTEMS AND OUTFALLS
There are no natural drainage systems other than sheet flow
across this property. The stormwater flows from the
pavement areas will be flow on-site and be infiltrated.
SECTION 2.5.5 MINIMUM REQUIREMENT #5 : ON-SITE STORMWATER
MANAGEMENT
The SMM principle goal is to infiltrate where possible.
This plan has incorporated infiltration as a part of the
storm water system.
SECTION 2.5. 6 MINIMUM REQUIREMENT #6 : RUNOFF TREATMENT
The proposed swale along the front property line will be
planted with a native grass to provide biofiltration of the
storm water flow from the new construction.
SECTION 2.5. 7 MINIMUM REQUIREMENT #7: FLOW CONTROL
The raingarden pond contains sufficient volume is sufficient
to provide for the 2 yr flow and the increase in the 100
year flow in conformance with the goals of the SMM.
SECTION 2.5. 8 MINIMUM REQUIREMENT #8: WETLAND PROTECTION
The wetlands adjacent to this property will be protected by
the implementation of the requirements of the wetlands
report entitled "WETLAND ANALYSIS & REPORT, 5 LOTS, #60 &
#80 SOUTH BEACH DRIVE", dated October 23, 2008 .
SECTION 2.5. 9 MINIMUM REQUIREMENT #9:BASIN/WATERSHED PLANNING
There are is no designated basin stormwater plan for this
Page 7 of 8
•
area.
SECTION 2.5. 10 MINIMUM REQUIREAENT #10: OPERATION AND
MAINTENANCE
An Operation and Maintenance manual is attached as an attachment
that provides for the maintenance procedures for the facilities
proposed by this plan. The property owner will be responsible for
the maintenance of the swale and the raingarden consistent with
landscape plan.
Stormwater Pollution Prevention Plan will be in place in
accordance with the sequencing of the work and will be properly
maintained by the contractor during construction and by the
property owner upon completion and occupancy of the residence .
SUMMARY
In summary, the stormwater requirements are as shown on the attached copy of the
Engineered Site plan illustrate the stormwater facilities proposed for the project that
will infiltrate the low flows.
TEMPORARY EROSION AND SEDIMENT CONTROL
Temporary silt fences will be placed along the site as shown to provide erosion
control during construction. Landscaping of all exposed soil will be completed as
soon as possible to prevent any offsite soil deposition.
Page 8 of 8
• •
ATTACHMENT I
PLANS
I
ATTACHMENT II
CALCULATIONS
" Western Washington H logy Model
III
PROJECT REPORT
Project Name: default
Site Address: SO BEACH DRIVE
City PORT LUDLOW
Report Date : 2/6/2009
Gage Port Angeles
Data Start 1948/10/01
Data End 1993/09/30
Precip Scale: 1.14
PREDEVELOPED LAND USE
Name Basin 1
Bypass: No
Groundwater: No
Pervious Land Use Acres
A B, Forest, Flat .794
Impervious Land Use Acres
ROOF TOPS FLAT 0.044
PARKING FLAT 0.009
Element Flows To:
Surface Interflow Groundwater
Name Basin 1
Bypass: No
Groundwater: No
Pervious Land Use Acres
A B, Lawn, Flat .702
Impervious Land Use Acres
ROOF TOPS FLAT 0.103
DRIVEWAYS FLAT 0.033
PARKING FLAT 0.009
Element Flows To: -
Surface Interflow Groundwater
Irregular Pond 1, Irregular Pond 1,
Name Irregular Pond 1
Depth: lft.
Discharge Structure
Riser Height: 1 ft.
Element Flows To:
Outlet 1 Outlet 2411
Irregular Pond Hydraulic Table
Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs)
0.000 0.006 0.000 0.000 0.000
0.011 0.006 0.000 0.000 0.000
0.022 0.006 0.000 0.000 0.000
0.033 0.006 0.000 0.000 0.000
0.044 0.006 0.000 0.000 0.000
0.056 0.006 0.000 0.000 0.000
0.067 0. 006 0.000 0.000 0.000
0.078 0.006 0.000 0.000 0.000
0.089 0.006 0.001 0.000 0.000
0.100 0.006 0.001 0.000 0.000
0.111 0.005 0.001 0.000 0.000
0.122 0.005 0.001 0.000 0.000
0.133 0.005 0.001 0.000 0.000
0.144 0.005 0.001 0.000 0.000
0.156 0.005 0.001 0.000 0.000
0.167 0.005 0.001 0.000 0.000
0.178 0.005 0.001 0.000 0.000
0.189 0.005 0.001 0.000 0.000
0.200 0.005 0.001 0.000 0.000
0.211 0.005 0.001 0.000 0.000
0.222 0.004 0.001 0.000 0.000
0.233 0.004 0.001 0.000 0.000
0.244 0.004 0.001 0.000 0.000
0.256 0.004 0.001 0.000 0.000
0.267 0.004 0.001 0.000 0.000
0.278 0.004 0.001 0.000 0.000
0.289 0.004 0.001 0.000 0.000
0.300 0.004 0.002 0.000 0.000
0.311 0.004 0.002 0.000 0.000
0.322 0.004 0.002 0.000 0.000
0.333 0.004 0.002 0.000 0.000
0.344 0.003 0.002 0.000 0.000
0.356 0.003 0.002 0.000 0.000
0.367 0.003 0.002 0.000 0.000
0.378 0.003 0.002 0.000 0.000
0.389 0.003 0.002 0.000 0.000
0.400 0.003 0.002 0.000 0.000
0.411 0.003 0.002 0.000 0.000
0.422 0.003 0.002 0.000 0.000
0.433 0.003 0.002 0.000 0.000
0.444 0.003 0.002 0.000 0.000
0.456 0.002 0.002 0.000 0.000
0.467 0.002 0.002 0.000 0.000
0.478 0.002 0.002 0.000 0.000
0.489 0.002 0.002 0.000 0.000
0.500 0.002 0.002 0.000 0.000
0.511 0.002 0.002 0.000 0.000
0.522 0.002 0.002 0.000 0.000
0.533 0.002 0.002 0.000 0.000
0.544 0.002 0.002 0.000 0.000
0.556 0.001 0.002 0.000 0.000
0.567 0.001 0.002 0.000 0.000
0.578 0.001 0.002 0.000 0.000
0.589 0.001 0.002 0.000 0.000
0.600 0.001 0.002 0.000 0.000
0.611 0.001 0.002 0.000 0.000
0.622 0.001 0.002 0.000 0.000
0.633 0.001 0.002 0.000 0.000
0.644 0.001 0.002 0.000 0.000
0.656 0.001 0.002 0.000 0.000
0.689 0.009 0.002 0.000 0.000
0.700 0.000 0.002 0.000 0.000 4
0.711 0.000 0.002 0.000 0.000
0.722 0.000 0.002 0.000 0.000
0.733 0.000 0.002 0.000 0.000
0.744 0.000 0.002 0.000 0.000
0.756 0.000 0.002 0.000 0,.000
0.767 0.001 0.002 0.000 0.000
0.778 0.001 0.002 0.000 0.000
0.789 0.001 0.002 0.000 0.000
0.800 0.001 0.002 0.000 0.000
0.811 0.001 0.002 0.000 0.000
0.822 0.001 0.002 0.000 0.000
0.833 0.001 0.002 0.000 0.000
0.844 0.001 0.002 0.000 0.000
0.856 0.001 0.002 0.000 0.000
0.867 0.002 0.002 0.000 0.000
0.878 0.002 0.002 0.000 0.000
0.889 0.002 0.002 0.000 0.000
0.900 0.002 0.002 0.000 0.000
0.911 0.002 0.003 0.000 0.000
0.922 0.002 0.003 0.000 0.000
0.933 0.002 0.003 0.000 0.000
0.944 0.002 0.003 0.000 0.000
0.956 0.003 0.003 0.000 0.000
0.967 0.003 0.003 0.000 0.000
0.978 0.003 0.003 0.000 0.000
0.989 0.003 0.003 0.000 0.000
1.000 0.003 0.003 0.000 0.000
MITIGATED LAND USE
ANALYSIS RESULTS
Flow Frequency Return Periods for Predeveloped. POC #1
Return Period Flow(cfs)
2 year 0
5 year 0
10 year 0
25 year 0
50 year 0
100 year 0
Flow Frequency Return Periods for Mitigated. POC #1
Return Period Flow(cfs)
2 year 0
5 year 0
10 year 0
25 year 0
50 year 0
100 year 0
Yearly Peaks for Predeveloped and Mitigated. POC #1
Year Predeveloped Mitigated
Ranked Yearly Peaks for Predeveloped and Mitigated. POC #1
Rank Predeveloped Mitigated
POC #1
The Facility PASSED
Flow(CFS) Predev Dev Percentage Pass
/rail
/Fail
0.0000 0 0
0 Pass
0.0000 0
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 Pass
0
0.0000 0 0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0 0 0
0.0000 0 Pass
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0.0000 0 0 0 Pass
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0 0 Pass
0.0000 0
0 0 Pass
n nnnn n
A n
0:0000 0 0
0.0000 0 0
*ass
0 0 Pass
0.0000 ' 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
Water Quality BMP Flow and Volume for POC 1.
On-line facility volume: 0 acre-feet
On-line facility target flow: 0 efs.
Adjusted for 15 min: 0 cfs.
Off-line facility target flow: 0 cfs.
Adjusted for 15 min: 0 cfs.
This program and accompanying documentation is provided 'as-is' without warranty of any kind. The entire risk
regarding the performance and results of this program is assumed by the user. Clear Creek Solutions and the
Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not
limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions
and/or the Washington State Department of Ecology be liable for any damages whatsoever
(including
to damages for loss of business profits, loss of business information, business interruption, and the wlthout
out of the use of, or inability to use this program even if Clear Creek Solutions or the Washington State Department
of Ecology has been advised of the possibility of such damages.
•
.-...;..„-,.0.',
,„......,..„,, ,,z1,,.,-
.=. ,
.,,,, ,,,,---, ,T,,r.T.:*;
0
:4,-.7.
. •lit-,. 7.4.'Y
-- ,. ,..6-174.„-
,,„..,
..z,„ ,,zi.
,kv--, -,ilcikeoci
.
,,,,,,,.,..„,%4 .ia,,:._„:,-;,L4
,
, ft :,..0'.: ..,,,,,M1,4,...,„&ttlk.rorit:4.2,1,g„,,,,,ky,„.■,,5.,
-,- 1.1 ,10,” 641.,fiL-: ., ,„1„,,,A41;,*:04:49
,,
..y5:cfc,F.turlir.,,4"...-...- .,,,,,.:. .-_,.,.1,14:,5;,' ., f, '4.,*9-t-n-34,0.1a,..ik;17A47)-i,Vi.,4'•!4',4.,4
• ..
,„,,,... .g.' ,1:hr:'-. ''il' '' „ d 4--,,,`,4:-%itgla4:1!N
''cE '''''A'`.4't7:1i; 6.- ''‘. F7- ----' :-P"''1,-':11,44V.,7 7,t,!43474tAtiP.10"ttl: litaa
[Rim-REsID7,falttir .A.:---b--..,:it''"--- . - --'lb tpktIZIRgil,,,, 9at.4.,.R310i
-wwilfr",W. ...."''''' '.- '''''':ip lik' 7.tin',1444R1419,1inlktelk..4rf.
, - ,-.4 —,%, _ *. L -, •
t'il.,449,Rialk*Epo.A,Iftht-.ggrial.',,,*,,,
, 1..,- h!-.-['.1.0T111''' _, Ti„44 0., ',4 tio ' -m, ..i„ gigta,r,...r4 .21,,..,i4,,,,m1.,f,„
I!.,-.."' ' ,A,,A ir , ,, l,,:a. I:. ,, . knyl., i ?kiliimExtkelgo,1,1a,,k4kli
,7,,L4‘.tk,,
iiViatbOtittl‘Al 1: '''' 1101:iitialli.r...
'------ , -----,7,-_,- ,4,iriorto, r )*:avw..:J I. PgnM,ngafillit14.4ffiL,giNghl
4,,,t..t. ,......,.., ,, . . T-
, iwil ‘■ ,,,,41,- .1,:.' ' ..., 44,pg-11*,,A..e*T.,-,,,,fr
,J,, ''',.. ..;7--,„:,-: '-gn.A.,1„..,.* •, .-',to,t„,..4'5:9,... .,;,;:g i %,,,Igival.1..F.70,0,k-A,*02:,t,
; . 4.” - 4:f ,., ..,,4,,,,-,.1 ,#71,..:414 '', Aiit3iNiEweb'''''44-tfq..4,-±,:::- ..,„,frtr..,t);-i...;,
t t''''' ,' 4g; tjfk,4,44‘ O:To , N7-.-7 :-_,4•111r''' '''.'
. 7,.2 ,-4t*.-..4Wki14.; ,ir4-4 ,1-''..., '%;?' 1; --Artiit#11,t,`77;ii4. 4n.rj--- 3-' - 71%..t.
1;:,..,,..,,-,--_„--„--„..i:,,., L*.t.,,.::.,w .-i.-„,..,,N,;i-:,,,,,,,, ,A0 .,,,,;ii, fi--4--4' " . '' 4441-k
1,,:,rek IP'4''.44N-3,7";?,9 '•".,;::: 1->t,L.-,,-, - im_p,[erj'Ailliat.A.i.d: .
matt .--lt --)2k1KP -tp....1k4kitl lc .arittr.7 -'4,,,, ' - - - ftiq::;
711L-7:1'. 4S-A0:4111%-1 f' 047:'' 7NI:41.4,rtvi '':r.j.:itti.VI:Iri
, ,---,- -.-1 _`---,,--f', :i4t:-,g,f.liko,4444-ux.,,, ,1: "TG1d,,T3,2K•Nt'.ti:nN4t4til*, ztk,41k.97,4;.1 a'.--' --.7-h
---, , .7,k;: ' 441.Nlittkity4w,„„'`,' -r--4.41;t -6 cz:51.,.14.*61',4147-,:4:: '. ii-,"
i
—''-.-F-7 I:--'4, :r1 t-rtiirtr:,41444,41144c4r1,104 ,41i . ,; $4,44,1-14.14_t_,: .,°.40.4.4ti, ',:,;.„,4tly4:-3,144.1i,„(1
1.:.,Ifo,‘'-',k8',,,fwAlt ... ,'„*?*h .: -6' A;44'''P,; , 4 'e,A4Wet'
. '",--r2R„'1164--:• '4' A.441. '' -, 4IFif, 2 %. 1%,sitv'xi.,,,,,z-,,,, ,,,_
4A----AT.,...4iitivrikow.mt4.14.- ,14 ?.t.al.-i'vo*itctriivc-0,tuttp,%irt7tc,-40,,i,l,V4IPL-
1
41, Dep?„1„* ,,,... .,, ,,- ,..„,-, . :...- ,..,....,4.t.,.64,1,,,, , ..„ ,.,..
-', -Vt,4 4.-kt, i4-0" 4 , "11.44,”,,..'t.,
'-;11teitelit'iki, pta:! Sfvko,‘,_-viloz•
'--,., 3,ps: 5-4'.04' lkgafitkilf444'44.',11 .1" --. 1';';41,..4-1;-0,...1-.:r.f
04,...Aftwk,r‘tv it 04,_-.*,t *,t ,1r 11‘41WArt.,14"41,1001141 -1,,..t-,T,i;';;*-..----
40,44,17.---4 .441-av:44,,410:-,,,;,,,,, ,..,: .,, i-,t41,4 ,,_ . , —
,,,,-• ,..,.„,, N4- '444,4,N'-'4:- ,' :4-,
A:44144%ki Ot0,:f411114"4'' I ,e,;-rst-igok44A-iroctrenVg—
-±iL4,-,:ro,'''':' V-
•-,,,- ' ',"&-4,1''„ ,''' 4 i'Irktft,477 .44,.., -Dtka..-
• 4.1.. f:t'le4,-,44,„041,4?,:.,tC't' ..-A,.;,tigirsk.,,t„,, 1;:ts;- %.ly" "
,:t.-41...,n,;,,,,,,..--,•,--',,,,o .4,:M. „4 ,:.4” ,Iir,„•---uti,J..----1,...
-.1row.,„..,,.,.,„.-:.,,,,, i,,,,,troot,„,..wapkit:,,...-- ,„410,0#0,47466-fagr'
r .t74,1 4,,1411,:■, -.,,ilt.irA,,,n-Att
1 rA",. -,#04,-,,,., ,t L,,NT, ..,- ,,,„,,,r-
,,,,) ,.-:',,,..4:_..,—*-.'''.-..;Ill -
w-44; ,f', t‘Il,jitrAik
09,1",r;....-7416' Cr
.•;•''-"rigN-•
;„ -,''In'
,50:1;:rsiirt, .
-
•
• ,
ATTACHMENT III
OPERATIONS
MAINTENANCE
Lr ,
BMP iption 17.30 Bio-infiltration Swale
Descr
Bio-infiltration swales, also known as Grass Percolation Areas, combine
grassy vegetation and soils to remove stormwater pollutants by percolation
into the ground. Their pollutant removal mechanisms include filtration,
soil sorption, and uptake by vegetative root zones. Bio-infiltration swales
have been used in Spokane County for many years to treat urban
stormwater and recharge the ground water.
In general,bio-infiltration swales are used for treating stormwater runoff
from roofs,roads and parking lots. Runoff volumes greater than water
quality design volume are typically overflowed to the subsurface through
an appropriate conveyance facility such as a dry well, or an overflow
channel to surface water. Overflows that are directed to a surface water
must meet Minimum Requirement#7 or#8(whichever is applicable)
unless the discharge is to a marine water, or qualifies for a flow control
exemption in accordance with the criteria in Minimum Requirement#7.
Additional Design Criteria Specific for Bio-infiltration Swales
• The space available for ponding water within a Bio-infiltration swale
can be sized by either:
• Completely retaining the water quality design
volume,
percentile,24-hour runoff volume indicated by an proved�e 9181
continuous runoff model (or,the runoff volume from a 6-month
24-hour storm). No reduction in volume is taken for any
infiltration. Under this option,the overflow to a thy well or to a
surface water must be above the elevation corresponding to the
water quality design volume.
• Using the same design sizing procedures outlined in Chapter 3 of
Volume III for infiltration facilities designed as treatment facilities.
• Drawdown time for the water quality design
See Site Suitability Criterion(SSC 4)in Section 3.3.7, Chapter 3,
Volume III.
• Swale bottom: flat with a longitudinal slope less than 1%.
• The maximum ponded level: 6 inches.
• Treatment soil to be at least 18 inches thick with a CEC of at least 5
meq/100 gm dry soil, organic content of at least 1%, and sufficient
target pollutant loading capacity. The design soil thickness may be
reduced to as low as 6 inches if appropriate performance data
demonstrates that the vegetated root zone and the natural soil can be
expected to provide adequate removal and loading capacities for the
target pollutants. The design professional should calculate the
pollutant loading capacity of the treatment soil to estimate if there is
February 2005
Volume V—Runoff Treatment BMPs
7-5
Y
y t. •
For more detailed information on maintenance, see Volume V, Section 4.6
—Maintenance Standards for Drainage Facilities.
Verification of Performance
During the first 1-2 years of operation verification testing(specified in
SSC-9)is strongly recommended, along with a maintenance program that
results in achieving expected performance levels. Operating and
maintaining ground water monitoring wells (specified in Section 3.3.7 -
Site Suitability Criteria)is also strongly encouraged.
3.3.10 Infiltration Basins
This section covers design and maintenance criteria specific for infiltration
basins. (See schematic in Figure 3.25)
Description:
Infiltration basins are earthen impoundments used for the collection,
temporary storage and infiltration of incoming stormwater runoff.
Design Criteria Specific for Basins
• Access should be provided for vehicles to easily maintain the forebay
(presettling basin)area and not disturb vegetation, or resuspend
sediment any more than is absolutely necessary.
• The slope of the basin bottom should not exceed 3%in any direction.
• A minimum of one foot of freeboard is recommended when
establishing the design ponded water depth. Freeboard is measured
from the rim of the infiltration facility to the maximum ponding level
or from the rim down to the overflow point if overflow or a spillway is
• included.
• Treatment infiltration basins must have sufficient vegetation
established on the basin floor and side slopes to prevent erosion and
sloughing and to provide additional pollutant removal. Erosion
protection of inflow points to the basin must also be provided(e.g.,
riprap,flow spreaders, energy dissipators (See Chapter 4)). Select
suitable vegetative materials for the basin floor and side slopes to be
stabilized. Refer to Chapter 0 for recommended vegetation.
• Lining material—Basins can be open or covered with a 6 to 12-inch
layer of filter material such as coarse sand, or a suitable filter fabric to
help prevent the buildup of impervious deposits on the soil surface. A
nonwoven geotextile should be selected that will function sufficiently
without plugging(see geotextile specifications in Appendix V-C of
Volume V). The filter layer can be replaced or cleaned when/if it
becomes clogged.
> i
February 2005 Volume Ill—Hydrologic Analysis and Flow Control BMPs -
3-97
Il■
Q --'...,1 • •••
:•••
• •••
>- ,, •••
.t Ct
,, .„ : •••••
- ,.. ......
,--., •••••
•••••
•••••
&ca..
, v—I
. ,
Li CC ,
1--- - <.
'': ---i
. OZ
,.
rt..(1) CV) Li
>
. .
cii -4 ° . 44 rl co ch
co ' c,9 kft.4 ftl 0
I ----g II . I4 C5 41 ko U _J
r . 0_
.iN ft ii , 4q CO L<I J
0 1--
= IG ril CI) Lii
1 -- S)
it i_f /■4
0
4,,,b.
-0.4. '' 1...4 co v)
Ct - z 0 cr3 I I
1—. 00
CO o 0
Z 6
• . 0
20' 2 --% CL4 —
30' °
LOT 7 • /.:-.- 4.111, 0 ii,':11, -
1: GO Lk/
0 'Z
G7 0
0
,Jr lit 0' t■ *V(. *. .. 7 0
' 1 E 11 \ 0 C
...„,;p■
i ' • <
S65°°8 17 ,
- '1fr ■V 0 rn-L-
I \ tki
- • 6/0/1A1- si% ,„,,i 1-1-
--J ..... -
111114'. >_ It —
Li 120.00' \ ---is ----
14:7'cc
/ .0k -, . • .
,-)._
1 tt _1 if)
F-- 6 <I-
t,/ -- -: 4k-7? \ -‹c m
I-C) c.- (:) CD 0 `••••
C • t),p3C1• ;-4
-k . - coodocid 1
d
- 00 li II ii il
lefr
.....---•"""j111
. LL I__
.vz o) •q- 00 - Lk_ v) v)
,„, t.,'.'7,,,„„Imoi•Pgill • \
,- , •q--
iza ! \ ' •q- v- .q- c\1 0 in in c\I
v) N (3)
V- Co ! 1/21-°1- i
-I- i Briti i
111. cr)
00
:I Onfig........jriAt , i \ Cr)
%"-- 1111.1111111 i•,11.1...4"'4"1 IN , ,,..2., .,
\ +
—
I 5.63' 1 .q-
.
. oN S 1/2 LOT 9 20' LLJ cNN c
• 1/2-- \ \
0:;,- , ,. •., i 1. \ I I 0
L 4, )•eit 10 ' k\
C .
. ___ —.......■11 W ' 1 I \ (f) 0 CC
,- 0 ,5 1111111111111161111/PPII @ / \ et \ (I). • 0
•
114 ,
"Iii/b 1* °°: \
-4- p...- -\N'
LOT 10
(f i
cc
o \
ILI
Z) Lej
Lu `c
ii-i (-5 0 Lu z
--- zc-) i----
.<
CC L-61 a_ I-Li EE
\ c(c5 \
b
'‘\)'' --------lit----- '''''"' '' fr•li \ '-----1 LLI a- cr) i- Z Li CD (r) CD 1---
4.1
* CO Z
,, \
. ....._ -
CO , k. \ '-d I
6
0
00 I (r)
4. •-/'.:
LOT 11 x
I
0 ci
ic
a_
. _?, \ Lu
• 4,: \ Z. • vf_i • .
....-. V- .
>. .
/
z '—)
co d I i i
''.• x. \ — N- cc 0.,
120.00' _ 30' \ U D ' 6- CD -c
--.... N 55°48'12"W -"-= _.-- &- c) 00 0
o
- 1--- - (1 ----1 - • Q .;
_
• . . >#12. CD (f) ---I v) 1--- I I----- E
LI-J LYJ et_ F:s 2
----I --I (f) "cC Ca-- CI.- CO a_ in C) •v•-•-•v•-
•••••
•••••
_ , •••••
•••••
(s•••
•••••
•
•••••
•••••
•••••
•••••
•••••
•-•-•■■...
7:1-1 c> IO
11111
•••••1
•••••
•••••4....•
•••••••••• 4
• O
CO
+i Z O I: Cr)
I:4 Cty
CO
O
Z
: I -1111u av Cn 11 1[��1/ K '11 11 Z W v 1 V ^y '� ``(^^ (�
, -111111
tL V)I— vJ
:: :.••.A 1'11=11 W W Q 1/� H
••`?:4}{{}' F- 1 i1 II to to V) [,T1 ^V �y.�
t..7 W Z 1=11- M O— V)M /�� W .I Q CO-cE
CO
I// • c W O
ta.V' W s`` u v1 �1 `I1 pN Q
oO 2 EC' d' Q.
W a,_ lV 3 it C S ��� m li J >IJJ O J
.
�
r H Q c to Z s Q I- v
62th3 ZV)
il
a '6 AO z Q J
Q >J Y �a
Li
Cl y2 Ct a-
Cp
Er
W
W, b• , • �,
, 4W >
`p
► . .. A .r 0 12
.I1 � N N N
Ct
y �-
Li
GE 0
V J )-i-11
H cY p
CO 1-1
, !Ir z
At 1 ;;� 4
�,, U X JZQ
10 I/ p W p W .= ° = T
/ X0XQ v _C a°)
pZ0 w ° ° {' _
/ U `. U � ` a°i v _
J w C = U a)
\ + ° '�
L. 0
' .. v
°_ -a rn
z O • °• CL
C w V E
N I ` CO a) o c
\ \ el ∎ � 0 L e 0 ° a s
Q rn cn v E v co
Z o Q L. v
• _� .�
tn
°
o °,
w .� ° —
\ \ II 0 j 0 ° U
H 1 LI ° ° a) 0 ° .0 W `. o D i W �, Z v v -0 `n +' v N -I w Q v C ° ° °' 6
co
(y U ° n D O �' v
LD
i riri ,,_.."�I W c 3 a� U — a L ul• D 0 -
v N
Cu liti `,�� Z EIll !1u1h°1 o X / iip.....
i , _c(i)
' 4,4,
Q w � a � Q 0 -� W O fa_ °...... ,CO
1 Q Q Z � w � w bw � a,�
Z
Li / `� . ( XJZ � Z ° Z Z ' J -°
❑ .
r-1 z Z Z ry z ON ._...I.` NO rn p DI
N 1 I— 1--1 Z (n z o 0 0 _ —
T 00 (� W u� ai o a o ° 10
. /
(4U � p q Iii
U U •i•iiii,
/ ♦••••1
i .
a O
'I
r }.•
I: 4,, o y
u
I �, y hO1_ - hQ• A- I 0 ��`
7 �I
0
KI o
il: . , 1 . I ,t'
it
( c �•Ali a .1,
pl.,
_ __.
Its A � .R 11
.0
: ...,Ni IA tv.. . .-._., I 4g ,. i ,
1,1, . 1 a. .4
I 'I "--,.-s-•-.. .. is -:! _ dL1tea• - • r �-j '
•X111 / `w I I.t: j
;.; i2,„_. „7_,, / 0,6 ,---.,:-- ,„ 1,3. ..,NE ERN „;-.„ 1 :
-k., , . _ .....4. i ,..„ ,;,..1g i ,4 .
it I• / 1� > 1 ��.
I �_ d �_ �9 i a.r 0.
,,, ' ... •U I._ IIIIIIIk fl 2ii r
la : 1 '$ n
1�
I • i----- .-....'*------"- --. .• ... 0-1.4..WAP /4 -11 . ( 1.,, 'T 1 1 - :I ,
IliiI. II 1 WNW •
Ili,,,,,;
f 'a \ I ,
L
,. 3
� o I0 p ,
i.r.: -61) 1 -'• U 9
1. i� SN . tR �_n � .11-/1 0-- j* , 1 wl c� g{:
�II rid rO—••I �f•• r 1 `10,\ � ' .../._. .
.„ g
, ,
.$1
,,, .
, .
•
,,.„,, .
zt
.,,,
„,,, , _,.
le
�
4
il a! 2 n" 11.,i
ia n , }
P::: n
A4.
r;
I,:t i.
u;1, .1
1!I rv;
.11.i
• 1'
ski/ I
i r,
r •-_ _ ..r .,_,., ..,. 4,1..-.:''' _ tm. Ww _ .e.Y*4suFS!se ma ,,�y'� br u__ `••n` ''rt'i'� 7777 .,Z
I
► i! R5 eati- Mkt- GSA C50■14A- Z twoob WO. ` _
1,
■
! - .
, • ,
li .,,c: ' _.. , .. . i t
?.,
- i 0
i c) 1
. A ,S, 2.5..
.?
_ 4:7 i ,
19 4 -3 i
?_.N ofi
co i 1
/ A
..,.--, ,,,..
„
g 1,..
. 'er
1- - ......■i,:its -1- . ,
r....... ....______15.,_ ___ .._, . _..... . ...._..... _..... .,,p ..._
-=:1— '
tl- i \ T — — - 1
-._ 1 ,
! i
, 14 3 I t i
q, .'k 1 i ;
I '3 a-
--f- —b : / i• :
; 1
, -.1
1 -(:)") . i
' , : .
li., , -
It 11 i2 4 14ai7A • .4, _ ,
-_,! ....v! ; 1
_ 3 -41
•
,T a ill ) aealet,
1 . 5 II ,6,41..14 ili4,* f Ita at
t
:
1.:■1 0 ,z,c4 ly \ilw.
t. • ,,,
„ . ..,.., .
---
r T 1 4 .1
i 1 •ii).4.,...
I
. ,
\$ IA
!I
.c., . ' 6
.. V. 1 k 1 1 4 ii x ..s.-*-_, 4„ --- -1 •.,,,4
i 'kp • ; I
1....—=P1 , ;i Au ,77,:a a: . 1 --•:--' -
„i $ 14
-.1! i ;! ;k% -4-• LeEi ! -,', ,--4--!!!'i 1 :, -,4+ •1,t-
• ,-' fl-ii;z! \27. ,_, -__,_,v' : I !_; an•
0 91
i - --k--- — :, (.:,1_ . . •IV ,17- if .C41
:i M -ii 'to,j1°4 ,9'77_.- 7'tr--71771.7..
.:.,
Nit. 1 4'
q
.---;--i f-11-1.-I -11 -•--14-
... :
) itl.
'4)4
'5, , 111")17-1 1. • ri 7 0 l '- 1-s -%-
I■. ■ 1 \ ,r_r____..,, ir, . '.... 1 i . '..... •! ! i II' ,i. . . ."..----14- . S N111.0iCa:i1/41 1 I
•%.'I 1'''' . X : Lill"t I•- P. 1:)' 1-.7 ILri-L-1.---2.--=.--:. I:..-tiLirl 7-71:):.,----1'A:
. • ‘1' 'V I -- 4)
I - 4 •
.-; 4253 . Fk --4.----- -.. 1 Ac nct l .-' \ !
V) X.•
i
1 'i
i i"---
- 1 ,%
1:14 1.' \\9,'„1 . p' i '
8 1 .i--
7' ,
- '4,— 'i',... (1. -11•IT.' 44gt;) .4^".'-'...4'.'' . " '71'''''k ;...,A.-- ' I-.
----rift
„c... 1 1 . .. 2
\AI —
I
, ' V• .9_____-0-_
i ..•i --,,-- ,
KA
lk>.
IQ I
. ;1 a .•---11 . .1* i`•/, ' "—! t
• --
. . . i
---"il -7 ,
:r•rr tr : -= I 0 * 71 a
:::'.1----11 ' s'7!1 1 - . 1 3. : ,i:f=r-..--- 1 ------•••••,.."• Ni... .4-g 1 .ii .
i -2 i tl !! :•-t-, I !.;•i;-,- I
li 4.,. 1 ..)•■ '\--
.. I'T- 1 •;'' i
' ‘- 1 i.,-----...J . A---i. • * .:14 X gij--- ■ '''''
------->.4-
____ _._._;--3.
. 7_-.=,-.•.! ,...1
=s 1
- - t
...- --1 ..• .!5 .. -1
1,..., i:
,, _ *r --kkl : i 'tpsb --. .34%kYsc
! 1 ____,%_ !...- La 3L--4_, • . .. . ,_./.__
1 i 0.1; .....: 1 51 1 1
_6(;1 '''
..,,:i ,-.' r _ ,. , ,C)I
1■-:. , ,
-0 1 1 : • %-
..t. —--i- '0 1 1
-; -
-I !!
.., ....5 8
-.---- ..... ._..,..._... ..„...
I ,. I = I
--il'''cl 1,. 1 1 , I
i pi- 1
.,,,„\c:ii
1 I
11 ! ofq-4-- ,
h i. . I
1. I
4. Q ' • — - '-'r: I- •
i'. -,r-----
16
-.:4 -t--- 'I
..7C:7S 1
-c
' ['
. i
,.•...
.i:
.,.
. ,,.
. . .. ___ ......
. . , . . .
. . .. _ . _ . . . .... ...__
liCiOC(cp Ikarbice. cliz ft-1.,b4 0 14-00,- Nit-
4
1 .■ ''' Ti4 1
. tgb 194)(Ar fr(Act-- V5s1 1,th'M,s51---SIJJ. tiii-lwAti
_. ____,...,_________
..--....„;- - •,-,',-:'''-::'....--.4'.''''-'';'..•,,,,;:i7;,'zii;a:-:;.,,e.-it-,:z2-:.2.';',,,:-.-':'''-'7;'&02`,, i ,,,i :..-7,,,,,,04.44-7,,,ii:.-.:..i=1-44, 11-7,--- -:,,...=i4;..-,,,,±4,14,-.„1,-„, -.-, .. . -
I
r
O
f —
''�.s� - r n O�� f _ nom,°7- .. J• L7 a 1,
I 0 ,'.
�` °.t.
v� 1 t �i
1 11
I :1 I
N
' t t ! a .R ,,
T Q 10000` I
0. i
's ^ —
� .
' Ti j
t' I S t....`
0. 1)
ID: a- III g I'III
.Is!ii, 1, 9 .� (I i11
_ _ i
5: Ti? � I'y 11 LYl Ji I I — .
9
t.i '`. li II1JIk
; 9 I j
v ... o sir ,- �:
v
,�I`a� q 1
fl n r
iG•1111 .
is n
IF
1; i / 1 p
F� I�
--- a ,� apJ .-I IL(f
I'`I i . ��'1 r t i I i E. lit
i I r f ' ; 0 i
ril / \ a I. 01. 3 A�
.4
C
�,
fl pit
N �
a � } � `-*“ g! GO "/ � PT/ }
r _ 1 . OI XI.jll f
u • � n
:'1 1 1 1 3.os I '
�.
1
uz1
�; 21b �. 1`I
I ,,,1,2 t� n
!lit
. . g
Ilal
1
Jill 0
111
.E,
e.
II' . ,I•1 i i
• . II
•
i
• ,+g. Y. -tt "y,Ei 5, 7. ; ..:! aa4•i,F,,-- raw:iu&--,7-. aem ?..1 c.+r�f+rn. __ u ';..:•
i ..,r ...:.'T.�, +1 r.n::n� ,.r..r...-..._.,..,�a,.�.. ..rl..y.q.c....-. ... ,- .-o.-• s+:;,.wmw.-:s.:+. ::ia„•arr.-O"--- .«�,v:, s, _ _, _ ._ .__•�.s` "x c-r-I',-+:.�.w _ vc" 1.
fO� f&St0f,0 co U ftD41L L, iLIt.1C17 5 4 -7 `(2Z3 , .
r!
1' VtS f�1� tR,•- ` (,5-z-7 (5th • c�►,N,(wol- thiA fl
�' 1
0 Amid
a --I X
-b m
cn --♦ -b x -I -I
m m -- -- m -o cn
m x Q c, r+ x m Q
-f "O 01 O - -o -3 -3
m m < o_ m m o m
D- 13 'n C -' m C m m
I xl m r+ O m - o
m f-I -s E
m co n O o #
cc ___L i., IV N m n
CO � N -. CO O
-3 O_ O
�N i O ■I O
CO T CO
? H O
l O
N O
N
O
C CIJ O N
O r+
CA N O O "O n r+ 73 O -I O
M w CA CA a O -0 c H r zi m
a ---` co C7 C 3 01 CA n 7C a O
-I IV D a r -o CO r H
-I oo 73 D r m -I -.I r co 33
I--- o m x -I cn o_ m
C3 m m sp n H -I 7 r D
3 I- M C O m IV r
0 3 v TI -n —I co —I z -J
D D 70 73 D D --♦ O N "O
Cr) E 73 C H H o *.. x m 70
•• D r a D 0 n m O o
O a r r zi co - cn CD -n
M 7ZI m r -I N m
ca m —I —I CO m -0 O 73
C. CO m 73 73 73 CO a n oo '-a
H c c c co N -<
X O a CJ] CA X r O CO
-. N r --♦ -I H D I-I 3
n I m m Z —I x'
O —I m m O co r H H 03
p O 7 O �. 01 O -4
e IV c M c o z m
CT) w o_ 73
—I co
o c
O_ N
CD m
CO
O
C7
3 0 v -n r
o C o z
D n n n rT n
.J ( co o- = = c
-• D CO CO H O_ r+
Z v o
III Z c o n
O m r+ O_ oo 3
Q r -3 0 0
D CO o_
O z C- CO -P m
-h O D \ CO •• ••
N CJI
C_ CO O H
O T z
CS IV m n
O C
O I"'I
CD
-C
•
ge/eVq•
184114019 JrrrI R5ON COL.IN 1 I
DEPARTMENT OF COMMUNITY DEVELOPMENT
Wednesday,May 2.0, 2009
K :1LD o9-00054 and 09-00055
raula and Oscar prial
2312 Delmar Drive Ea
5 attl ,WA 9
c e 810226
Greetings,
We have started the plan review process for your peck Incorrect site criteria have been used to prepare the
engineering far your project;
v4. please provide a complete lateral and gravity analysis wet stamped by a Washington state engineer or
architect for the bldg plan based on the zoo61RC, 85 mph wind load,seismic zone D 1,25#roof snow
load,and exposure D,1 500#assumed soil bearing pressure.
./1. Two sets of plans for new construction with all call outs clearly indicated on plans,all sheets drawn to
the same scale "=1'preferred.
,/3. Foundation rebar schedule
Shear wall schedule with all hold downs and straps from roof to bearing soil.
All headers and beams to be sized for actual reaction from roof and floor loads include all point loads.
.4. Address all vertical loads to bearing soil with ade9uate footing and foundation call outs
,/7. Call out all positive connections from roof to foundation.
✓8. Complete calculations on all lateral and gravity call outs.
All call-outs must be clearly indicated on plans.
please call if you have any questions.
Sincerely,
prank 5enskin,
Flans Examiner 2
36o 379- 461
11115F'T
ti
'4 J LITE K5ON COUNTY Nyfr
DEPARTMENT OF COMMUNITY DEVELOPMENT
Wednesday,May 20,2009
RE:5LD 09-00054 and 09-00055
Paula and Oscar Frial
2312 Delmar Drive East
Seattle,WA 98102-4026
Greetings,
We have started the plan review process for your project. Incorrect site criteria have been used to prepare the
engineering for your project;
1. Please provide a complete lateral and gravity analysis wet stamped by a Washington state engineer or
architect for the bldg plan based on the 2006 IRC,85 mph wind load,seismic zone D 1,25#roof snow
load,and exposure D,1500#assumed soil bearing pressure.
2. Two sets of plans for new construction with all call outs clearly indicated on plans,all sheets drawn to
the same scale Y4"=1'preferred.
3. Foundation rebar schedule
4. Shear wall schedule with all hold downs and straps from roof to bearing soil.
5. All headers and beams to be sized for actual reaction from roof and floor loads include all point loads.
6. Address all vertical loads to bearing soil with adecivate footing and foundation call outs
7. Call out all positive connections from roof to foundation.
8. Complete calculations on all lateral and gravity call outs.
9. All call outs must be clearly indicated on plans.
Please call if you have any cluestions.
Sincerely,
Frank genskin,
Plans Examiner 2
360 3 79-446 1
• Page 1 of 1
Lisa Yobbagy-Keller
From: Henry Souza [henry@designsbysouza.com]
Sent: Thursday, February 26, 2009 9:04 AM
To: Lisa Yobbagy-Keller
Subject: Frial Contractor info
Lisa here is the contractor info for Frial residence and Garage
Thank you so much for your help,
Henry
Henry M. Souza, AIBD
Designs by Souza, Inc
164 Swanson Ave, Inc.
Port Townsend, WA 98368
Office: 360.379.8338
Cell: 360.643.3690
From: Doug Woodside [mailto:doug @nwbuilder.com]
Sent: Wednesday, February 11, 2009 7:35 PM
To: 'pfrial @msn.com'
Subject: Doug Woodside info
Paula,
New company info:
KUDA Construction LLC.
Lic # KUDACCL920Q1
P.O. Box 1523
Kingston, WA 98346
Ph. 360-340-2233
e-mail; doug @nwbuilder.com
Talk to you soon,
Doug
2/26/2009
Untitled Page Page 1 of 1
I I
General/Specialty Contractor
A business registered as a construction contractor with LFtI to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name Kuda Construction LLC UBI No. 602871581
Phone 3603402233 Status ACTIVE
Address PO Box 1523 License No. KUDACCL920Q1
Suite/Apt. License Type CONSTRUCTION
CONTRACTOR
City KINGSTON Effective Date 11/21/2008
State WA Expiration Date 11/21/2010
Zip 98346 Suspend Date
County KITSAP Previous License BAREFDP947MK
Business Type Limited Liability
Company Next License
Parent Associated
Company License barefdp947mk
Specialty 1 GENERAL
Specialty 2 UNUSED
Business Owner Information
Name Role Effective Date Expiration Date
Woodside, Doug AGENT 11/21/2008
Woodside, Karla AGENT 11/21/2008
Bond Information
Bond Bond
Bond Company Account Effective Expiration Cancel Impaired Bond Received
Name Number Date Date Date Date Amount Date
AMERICAN
1 STATES INS 6615159 11/14/2008 Until
CO Cancelled $12,000.00 11/21/2008
Insurance Information
Insurance Company Policy Effective Expiration Cancel Impaired Received
Name Number Date Date Date Date Amount Date
1 NORTHFIELD WS01713411/14/200811/14/2009
INS CO $1,000,000.0011/21/2008
https://fortress.wa.gov/lni/bbip/Detail.aspx?License=KUDACCL920Q 1 3/3/2009
\1Sc-e_ Gv/ ( - cr-A/GI nncika 9-:32
•
(35o Mr-
JEFFERSON COUNTY PERMIT CENTER
1 I Z°"-
APPLICANT NAME: -Lk -e) al PHONE: 3-79-g
SITE ADDRESS: 72 S. Q(rk) -be DATE: -�j-
f�
�IEALTH APPROVAL /I
EILCIDERMIT# SEP ( - ( (O
ATER-' FOOD SERVICE
2. SHORELINE
BANK HEIGHT
SETBACK
3. FLOOD ZONE
4. FOREST PRACTICE APP CLASS
5. PLANNING APPROVAL
�6�ITICAL AREA REVIEW z42 -
7. ZONING
8. HEIGHT
9. LOT COVERAGE
10. ADDRESS
11. FEE
< NTRACTOR'S LICENSE
13. ENERGY SHEET
14. BOND HOLDER/LENDER
15. NTT
16. SETBACKS
17. PROVIDE WA STATE ENGINEER STAMP/ARCHITECT'S STAMP
18. STORMWATER SITE PLAN
19. D.O.T. ACCESS APPROVAL
20. F RE FLOW FOR COMMERCIAL ST'UCTURES
j 2 P N REVIEW -,` iha fle, OCCUPANCY:
2• TYPE OF CONST:
23. EXPOSURE:
24. WIND:
25. SNOW:
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
H:\HOME\PLNCNTR\IN FOBLG\BLDCKLIS\2/2000
6n wiCkr•
, , 410 c 63S V-s,"--‘."- ,k 714-t, All
Jefferson County DCD Building Division
Correction Notice
PERMIT NUMBER C:14 " 5t`4
OWNER
JOB LOCATION tAtik a.\ r6.‹ A..- ...
Inspection of this structure as found the foil ing,vi ation :
I) 'AP thafrksk ---"C—"r4I 144S"
`)S t```''om' ��l oLII"R�. �i
cs,no 1 im Fem ko.,-Ymmixtes
0 ----rd(frti,t (3-6-% s E. C.7iNixo-e. t-Stiac,zt-
tfrilMEINOMPIW. ,
koiS . .e, i c
C(' Alo.mx;e5 e , pc .,_\ ys .v
r t7
r,kc c - 1 J A-St w 6 /
5‘ct IlitteLkattY 1 c
LA
OK ko
You are hereby notified tha • _ _ ,,,v_ premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date Z"i(o -IC) Inspector \,/1`AZ,IteralSZ
BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE I
Jefferson County Building Division Permit Number: BLD09-00054
Applicant: FRIAL TRUSTEE
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks L4147'4. Minimum setback from South Beach Drive right-of-way shall be 20
-feet. Minimum side and rear yard setbacks shall be 5 feet. Minimum
shoreline setback shall be 30 feet from Ordinary High Water Mark
(OHWM).
Erosion Control SEE CONDITION 1 (Engineered Plan)
Foundation Footing
k2,---)-6(..
Footing Drains
- Foundation Stem.Wall
Underground Plumbing
Under Floor Framing
Straps(hold downs) `—n,La
Ext.Shear Wall Nailing 1-11,t
Rough-in Plumbing 2-kk0 ,114 04 441.-
Framing 8451,0
Blocking 2-2-3—t0
Airseal L-k kp l b
Insulation:Walls ..10
_
Insulation:Floors --w Prb
Insulation:Ceiling "l7
Int.Shear Wall Nailing 2A s 4>
Wallboard Nailing
Gas Line:Interior 2,-ilo -10 M('/
Gas Line:Exterior Q..[ �.1p
Propane Tank AU`/D/l if
Heat/Chimney Clearance 2.,( .�p ; C6AVAA e.)■
D ell/Alt /e Drainage ) SE CONDITION 1 (ENGINE R LETTER REQUIRED PRIOR TO
g �7 i/ FINAL)
Address Posted
. Zb
1cA 2,-Ub
.� � 're AL__CO
FINAL INSPECTION Øy/ / -qer ,49
•
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD09-00054 Received Date: 2/18/2009
SITE ADDRESS: 80 S BEACH DR Issue Date 7/22/2009
PORT LUDLOW, 98365 Expiration Date 7/22/2010
OWNER: PAULA I FRIAL TRUSTEE PHONE:206-325-6095
OSCAR A FRIAL TRUSTEE
2312 DELMAR DR E
SEATTLE WA 98102-4026 TRAIL'S END 1ST ADD
SUBDIVISION: Block: 7 Lot: 9S
PARCEL NUMBER: 950100711 Section: 16 Township: 27 N Range: 01 E
CONTRACTOR: KUDA CONSTRUCTION LLC PHONE: 360-340-2233
PO BOX 1523
KINGSTON WA 98346
Contractor's License KUDACCL920Q1 Expires 11/21/2010
PROJECT DESCRIPTION: NSFR W/ATT GARAGE &A/G 250 GAL PROP TANK and shoreline
exemption permit(SDP09-00014)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,244
VALUATION 323,251.00 ADD'L: 1,142 HEAT TYPE: PRO
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 400 SHORELINE:
CONST TYPE: DECK: 278 SETBACK: 30
BANK HEIGHT:
SEWAGE DISPOSAL: CMY
WATER SYSTEM: BRIDGEHVN Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $2,248.15 LYK 02/18/09 105427
Exist: 0 Exist: 0 Plan Check $1,461.30 LYK 02/18/09 105427
Prop: 3 Prop: 2 State Building Code $4.50 LYK 02/18/09 105427
Total: 3 Total: 2 Potable Water Application $62.00 LYK 02/18/09 105427
Total: $3,775.95
Directions to Site:
SEE MAP IN FILE
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379.4455.
Request must be received by 3 pm the day before inspection is needed.
Monday Inspections must be received by 3 pm on Thursday before inspection is needed.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY-SEE ATTATCHED
/ --
.
CONDITIONS for Building Permit# :BLD09-00054
1.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM MICHAEL ANDERSON STATING THAT THE STORMWATER FACILITY
HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
"STORMWATER REPORT' RECEIVED ON FEBRUARY 18, 2009 AS SIGNED BY
MICHAEL J. ANDERSON, PE& PLS.
0� ) Prior to beginning any ground disturbing activities, the appiciant shall stake the footprint of
p� the proposed structures and install orange barrier fencing along the 30-foot shoreline
setback.
\1'
.) THE PROJECT PROPONENT SHALL CONTACT THE JEFFERSON COUNTY
1 i, DEVELOPMENT REVIEW DIVISION BIOLOGIST(379-4450)AT LEAST 72 HOURS
�i _' BEFORE BEGINNING ANY GROUND DISTURBING ACTIVITIES TO ARRANGE AN
4-CA ON-SITE MEETING WITH THE CONSTRUCTION LEAD AND THE COUNTY
\yl' BIOLOGIST.
PRIOR TO INITIATING ANY GROUND DISTURBING ACTIVITIES, THE COUNTY
BIOLOGIST SHALL MEET WITH THE CONSTRUCTION LEAD TO REVIEW THE
LOCATION OF THE ORANGE BARRIER FENCING AND THE SILT FENCING (OR HAY
BALES)RELATIVE TO THE STAKED BUILDING FOOTPRINTS.
4.) Water line must be a minimum of 10'from any portion of the septic tanks and sewer lines.
5.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
6.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
7.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices(BMPs)and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
8.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
9.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
10.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops,driveways, concrete, etc.
12.) The building height is not to exceed 35 feet.
•
•
13.) Minimum setback from South Beach Drive right-of-way shall be 20 feet. Minimum side
and rear yard setbacks shall be 5 feet. Minimum shoreline setback shall be 30 feet from
Ordinary High Water Mark(OHWM).
14.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
15.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
16.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
17.) Approval of this development proposal does not ensure future approval of other
appurtenant structures.
Map Output Page 1 of 1
• S
ArcIMS HTML Viewer Map
&5tY1Y(0a
tcxrt2 ` /
Vil lim 111.11. fS
ofklooiegg
�? r
,
(rs(),(,0708 f-..- !r#.i co
,00720
4±,r 1(x)/24
s5e tri Legend
ci5eascted Feeiuws
954410t?/a4 Towns
11S * c
I11
^ ,d1cO?25 JC_Ftpeds
PareslS-H
9'{71061,2 ,., ;..._....;
,, 8sse7ndi§aigs
El .:e :a»»:cx.,
ED c. m
SOSn'CO/,_7
x,00/',,a
T21152 21
,
9!>0100716 'k ,
A '
721162023
, 6
4,44...ormt,a txp' tCaxitp Ccara;,v. Ci15 721/e,z?2a,
FOR INFORMATIONAL PURPOSES ONLY-
Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its
correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Feb 25
08:27:37 2009
http://gisserver/servlet/com.esri.a srimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 2/25/2009
•
`
Date /'-5 time received /(.5 5-am / pm — Mon. Tues ed. i hur. Fri.
BLD: 9 ` 53- Date: /—OWNER: f Gk.i Contact Name:
ADDRESS: 0 5 Rats-:--Li. Contact Number:360 3.:t6 2 Z.53
206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under ground_ Framing Under ground _ Furnace _
Footing Rough in Air seal Above ground _ Gas _
Stemwall Hydronic Exterior shear X Exterior lines _ Oil _
Straps Interior shear /_` Interior lines _ Ducts _
Post Hole _ Ventilation Appliance
Underfloor Gas/wood stove_
Man-Homes
Setbacks _ Insulation
Foundation
Block&Tie _ floor wall ceiling Final Inspection
/
1,g
III
It, lf^
Date —*6:/ time received `11 pm Tues. Wed. Thur. Fri.
�- 4 `I
BLD: I Date:
OWNER:4 t..... ' ,� Contact Name:
ADDRESS: ( ` ` L* CC) 'C °�- Contact Number:360
�f 206
Notes: � ( C.I‘A.A.,..
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground— Framing Under ground _ Furnace —
Footing ,_ Rough in Air seal Above ground _ Gas —
Stemwall Hydronic Exterior shear _ Exterior lines _ Oil
Straps Interior shear _ Interior lines _ Ducts —
Past Hole
— Ventilation Appliance —
Underfloor Gas/wood stove
Man-Homes
Setbacks Insulation Final Inspection
Foundation Address Posted
Block&Tie _ floor _wall ceiling
Er ill
_ time Mo Tues. Wed. Thur. Fri.
Date — �. � am /� �t
BLD: Q 5 Date:
OWNER: 2 ' Contact Name:
ADDRESS: II I ,IL f
Contact Number:360, . 410--2Z33
206
Notes: r t
Co-t-)
n Plumbing Framing roaane Tank w
o Mechanical
Setbacks Under-ground_ Framing Under ground _ Furnace
Footing ____ Rough in Air seal Above ground V Gas —
Stemwall Hydronic Exterior shear _ Exterior lines V Oil
Straps Interior shear _ Interior lines ' Ducts
Ventilation Appliance
Post Hole Underfloor Gas/wood stove
Man-Homes
Setbacks — Insulation. Final Inspection
Foundation _
Block&Tie floor wall ceiling Address Posted
1
Date ( /]time received 3: (5 amp Mon. Tues. .Wed. Thur - Fri.
BLD: E — Date: "I—
OWNER: .'a. \ Contact Name:
ADDRESS: gt) S 0.c-•N- Dt c Contact Number 360 3 2 Z J
206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks _ Under-ground_ Framing Under ground _ Furnace _
Footing Rough in Air seal Above ground Gas _
Stemwall _ Hydronic Exterior shear _ Exterior lines _ Oil _
Straps Interior shear _ Interior lines _ Ducts
Post Hole _ Ventilation Appliance _
Underfloor Gas/wood stove
Man-Homes
Setbacks _ Insulation. Final Inspection
Foundation_
Block&Tie _ floor wall ceiling. Address Posted
0-9-501
Date
2-9-2-r time received ,b am /1,g2 Mon. 01.110 Wed. Thur. Fri.
BLD: q Date: 9-3
�^ , Contact Name:
OWNER: ��n� ��91.3_3
ADDRESS: Ic a '8'e�'`_`-J" -U ` Contact Number:360
206
Notes:
Foundation Plumbing Framing
Propane Tank Mechanical
Setbacks _ Under-ground_ Framing Under ground Furnace _
Footing Rough in Air seal Above ground Gas =
Stemwall Hydronic Exterior shear _ Exterior lines Oil
Straps Interior shear _ Interior lines _ Ducts
Post Hole Ventilation Appliance
Underfloor Gas/wood stove_
Man-Homes
Setbacks _ Ins .tion Final Inspection
Foundation _
Block&Tie floor ceiling Address Posted
1v V
Date time received am / pm Mon. Tues. Wed. Thur. Fri.
BCD: Date:
OWNER: Contact Name:
ADDRESS: Contact Number 360 •
206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks _ Under-ground Framing t Under ground _ Furnace _
Footing Rough in ;_ Air seal '7 Above ground _ Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Interior shear _ Interior lines _j Ducts
—
Post Hole Ventilation Appliance _
Underfloor Gas/wood stove_
Man-Homes
Setbacks _ Insulation. Final Inspection
Foundation
Block&Tie _ floor wall ceiling Address Posted
I / , ) \
s
, 1 \ , A ) (
-11 ''
FI, ff- ' V'-
":1: 4 , ' A -t
i I- ' ' '
' \ /1(7,32" : ':I:\Y ofl Li 'i
" ' ■ , c——
1 !'` ' ' f''' c, ' i---•IT
1
44 ct A .
C Nt
. r
^ .mow..
Date time received m_ ) am / .
P Mon. Tues. Wed. Thur. Fri.
BLD: Date: \- '. , f
l
OWNER: ,,` ■ ` Contact Name:
ADDRESS:
Contact Number.360 R\
r ,
Notes: d 206
Foundation Plumbing Framing 9 Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furnace
Footing Rough in Air seal Above ground Gas —
Stemwall — Hydronic Exterior shear '. Exterior lines Oil —
Straps Interior shear Interior lines
Post Hole — Duds
Ventilation Appliance
Underfloor Gas/wood stove
Man-Homes
Setbacks Insulation Final Ins
Foundation Inspection
Block&Tie
floor wall ceiling Address Posted
k
uo!;oadsul leu!3 6ug!ao !IeM fool; — a!l'9 X18
— uogepunod
uogeinsul sveq;as
sewH-
oueyy
aims pooM�se� ` Jootpapun
aouepddy uoge!guaA aloes;sod
— steno saw!�oua;ul Jeays Joua;ul - sdEJ;s
HO saw!�o!�apc3 —' mays Jouap<3 o!uoJpIH — 1feMwa;s
set — punw6 mow leas AV u!y6noa 6u!;oos
—
aoewnA — punoi6 Japufl 6u!wei —' —
puna6�apun wellies
leo!ueyooW duel auedOJd eeJj uIgwnld uo!;epuno3
:se;oN
90Z
C��7 a ii.,F 09E:aagwnN;oe;uoa _7 .1 -1 77-1 .! S ) Q JJ :ss32laav
:eweN loe;uo3 �f "' 1 I Jo, :213NM0
1— / :a;ea c, :ale
.u3 •any 'pa ; •sanl •uoW wd w ��' J
--�' J /j pan!aoGJ Ow!; 4i�/ a;ea
f .:. . . .
•
.__ \i_ _ ______
Date /2--. time received 424°3 am m `—
tir
L/ Mo Tues. Wed. Thur. Fri.
S
BLD: — % Date: /7e' 7
OWNER: Fr1 a.( Contact Name:
ADDRESS: '17 S P&ALXi&. OK Contact Number:360 J 7b Z Z33
206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks y Under-ground_ Framing Under ground _ Furnace _
Footing Rough in Air seal Above ground _ Gas _
Stemwall Hydronic Exterior shear _ Exterior lines _ Oil _
Straps Interior shear _ Interior lines _ Ducts —
Post Hole Ventilation Appliance
Underfloor Gas/wood stove
Man-Homes —' —
Setbacks _ Insulation
Foundation
Block&Tie _ floor wall ceiling Final Inspection
��4SON COG
a JEFFERSON COUNTY
9
o DEPARTMENT OF COMMUNITY DEVELOPMENT
Itr NO'S
Date: j 6 Time Received:
7.5-3 Clip•m Mon. Tue. Wed. Thur. Fri.
Date: —
BLD: O7 - 5 -r- Contact Name:
Owner:
Contact Number: 360
Address: "g,:, SaLcir`
206 .2,2.4, `f0 tic?
Notes: 3ZS- �QS
Foundation Plumbing Framing Propane Tank
P Mechanical
Setbacks Under-ground Framing Under ground Furance
Footing Rough In Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines
Straps Oil
p Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation
Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Setbacks Final Inspection
Floor
Foundation Wall
Block&Tile Address Posted
Ceiling
• Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to
staffing issues, at this time, we cannot guarantee that you will receive an inspection the next day.
day. Unless you receive a call from us, assume we will arrive on your requested inspection day.
• You may leave an inspection request 24 hours a day, and Inspections are available from
Monday through Friday.
• We cannot determine the time we will arrive in advance. However, if you call our office the
morning of your inspection, around 9:00 a.m.,we can give an estimate of when the inspector will
arrive. Our general office phone number is 360 379-4450.
• An approved set of plans are to be on site with building permit for all inspections. If permit and
plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling
another inspection.
If no access, no inspections will be performed, and a re-inspection fee must be paid prior to
re-scheduling another inspection.
Inspectors will not access a home that has personal affects inside when the owner is not present.
• Commercial projects require 24 hour notice for inspection.