HomeMy WebLinkAboutMLA09-00277JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
www.co.jefferson.wa.us/commdevelopment
Master Permit Application
MLA:
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Project Description (include separate sheets as necessary):
Tax Parcel Number: Property.,Size: (acres/square feet)
Site Address and/or Directions to Property:
f
Property Owner(s) of Record:�;�
Telephone: Fax: email:
Mailing Address:
Applicant/Agent (if different from owner): 1/
Telephone: > Fax: email:
Mailing Address:
What kind of Permit? (Check each box that applies ❑ Lot or Road Segregation
❑Building ❑ Critical Areas Stewardship Plan
❑ Demolition Permit ❑ Variance (Minor, Major or Reasonable Economic Use)
❑ Single Family ❑ Garage Attached / Detached O Conditional Use [C(a), C(d), or C] **
❑ Manufactured Home ❑ Modular ❑ Discretionary "D" or Unnamed Use Classification
❑ Commercial* ❑ Special Use (Essential Public Facilities) **
❑ Change of Use ❑ Boundary Line Adjustment
❑ Address ❑ Road Approach ❑ Short Plat **
❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan **
❑ Propane ❑ Long Plat**
❑ Sign ❑ Planned Rural Residential Development (PRRD)/Amendments **
❑ Allowed "Yes" Use Consistency Analysis ❑ Plat Vacation/Alteration **
❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions'*
El Site Plan Approval Advance Determination (SPAAD) * ❑ Shoreline Management Substantial Development **
❑ Temporary Use ❑ Shoreline Management Variance
❑ Wireless Telecommunication * ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six -Year Moratorium ❑ Jefferson County Shoreline Master Program Amendment
* May require a Pre -Application Conference ❑ Tree Vegetation Request
"Requires a Pre -Application Conference
Please identify any other local, state or federal permits required for this proposal, if known
DESIG ION OF AGENT
I hereby designate �v ter. to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date: RI3,/QS
By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of
his, her or its 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 provides es, and right of ry to Jeffe my and its employees, representatives or agents for the sole purpose of application
review and any req d la echo s a right of entry will be assumed unless the applicant informs the County in writing at the
time of the appli ion t e o is prior no .
Signature: Date:
The action or actions 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 indi ' , group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s) even if re i omp is the nL development code. The Applicant acknowledges that he, she or it holds individual
and non-tran rab po i " r adhering mplying with the ESA. The Applicant has read this disclaiG*r a si ns and dates it below.
Signature: Date:36
G:\PennitCenter\###FORMS###\DRD FORMS\Current DRD Fomzs\Master Permit Application 5-29-08.doc
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein, that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
MAILING ADDRESS: , o %f ,�D. C ��.., EMAIL:
CONTRACTORS LICENSE r WAINS
NUMBER: _ 410,6 4f 0 9 6 NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX: ( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type:
Bathrooms:
Shoreline:
Type of Sewage Disposal:
New ;K Wood
Existing:
❑ Sewer
IN
❑ Addition ❑ Steel
Proposed:
Bank
19' Community System
❑ Alteration/Remodel ❑ Concrete
Total
Height:
❑ Individual System
❑ Repair ❑ Masonry
SEP Permit #
❑ Demolition ❑ Other:
Bedrooms:
Water Supply:
Existing:
Setback:
❑ Private well ❑ Two Party
Type of Heat:
Proposed:
9 Public
Total
Name of System:
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 FoodService? Yes / No
If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply:
Underground Tank Above ground Tank Size of Propane Tank:
1 Heat Stove i Cook Stove I Woodstove i Fireplace Insert i Hot Water Tank I Pellet Stove I Other
Is this appliance being installed in a Manufactured / Mobile Home? Yes / No
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
office >,lse C7 . ,
+Kvlsiiott .
Main Floor Heated)r
/^)
��,/
*
S
EH Bld App Review:
,
k
2 Floor Heated
5 y0
"
Consistency Review:
Other Heated
Base fee:
15
Mezzanine
LJ
SDS
Heated Basement
:E
Plan Check fee:
`p
Unheated Basement
State Surcharge fee:iI
dy
Other Unheated
Pot Water Review fee:
-
Garage/Carport
W
Decks
/30
911 /Rd Approach fee:
Other
TOTAL:
$,
Receipt Number:
Cash/Check Number:
Date:
F51 0-7-7
ESTIMATED COST (REQUIRED)
.Fair market value of all labor and materials foundation to finish
Initials:
G:\pmnitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc
CASES, FINDING, CONDITIONS, PERMISSIONS FOR
Parcel 932200729
Printed: August 18, 2009
Cases Name Review Type Status Planner
BLD08-00235 MLA08-00259 BECKETT POINT FISHERMEN'S I F
Application Received: 6/2/2008 Permit Issued/Case closed: 9/19/2008 Case Finaled: 1/6/2009
DEMOLISH SMALL 1D SPARE ROOM AND DECK
1.) The following comments were received on September 17, 2008 from Gretchen Kaehler, Assistant State
Archaeologist, Department of Archaeology and Historic Preservation: The house for this project is in an area that has
fill with some possible disturbed midden. It does not appear that there will be significant ground disturbance from the
demolition so unless they are going to be doing some excavation, I don't have a problem with this. If they want to
build something later we will have to reassess.
2.) The Jefferson County Department of Community Development staff reviewed the application on August 13, 2008 for
the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development
Code (UDC). After an initial Geographic Information Systems mapping review, the following ESAs were confirmed to
be present on the subject property: Shoreline Designation: Suburban, Shoreline Slope Stability: Stable, Coastal Salt
Marshes & Wetlands, Wetlands, Seismic Hazard Area, Flood Hazard Area, Susceptible Aquifer Recharge Area
(SUSC), Coastal Seawater Intrusion Protection Zone.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation
of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain
sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as
the source of drinking water within most of the rural portions of Jefferson County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of
recharge waters to groundwater aquifers.
5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection
Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1) All Industrial Land Uses (2)
All Commercial Uses (3) All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4)
All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or
Conditional Use Permit (5) Unsewered Planned Rural Residential Developments (6) Unsewered residential
development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the
applicable requirements and standards of the Jefferson County Unified Development Code.
6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and
groundwater that may combine to create problems with slope stability, erosion, and water quality during and after
construction or during natural events such as earthquakes or severe rainstorms.
7.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion
is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland
areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge
(primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to
marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the
saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
8.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map.
There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution
44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing
lots of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of
chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
9.) The proposed storage building is in an area of small lots surrounded by residences, outbuildings and roads. Per JCC
18.22.095 the administrator has determined the proposal is excluded from buffers for wetlands due to physical
separation and functional isolation.
10.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment
during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in
the design and operation of stormwater and drainage control systems.
11.) The applicant is proposing to create or add no impervious surface and 376 square feet of land disturbing activities.
JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement #2 (Construction Stormwater
Pollution Prevention) of the Department of Ecology Stormwater Management Manual for Western Washington to
control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize
soil exposed during construction, and in the design and operation of stormwater and drainage control systems.
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Cased Name Review Type Status Planner
12.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements #1 through #12 of the
Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion
and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during
construction, and in the design and operation of stormwater and drainage control systems.
13.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental
Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i).
14.) The site plan as submitted with the demolition permit application on June 2, 2008 has been reviewed for consistency
under the UDC, and has been approved by Jefferson County Department of Community Development. Any
modifications, changes, and/or additions to the stamped, approved site plan dated August 19, 2008 shall be
resubmitted for review and approval by Jefferson County Department of Community Development.
15.) This approval is for demolition of a 1/2 bath, spare room and deck only. Any future permits on this site are subject to
review for consistency with applicable codes and ordinances and does not preclude review and conditions which may
be placed on future permits.
16.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map effective
August 28, 1998.
17.) This project was sent to WDFW on August 13, 2008 for review of Coastal Salt Marshes and Wetlands. As of
September 17, 2008 no comments were received.
RAP08-00064 MLA08-00326 BECKETT POINT FISHERMEN'S I I
Application Received: 7/1/2008 Permit Issued/Case closed: 2/11/2009 Case Finaled.-
RAP AND 911 - BECKE7T77= RD
1.) The Applicant may install a private road approach to #1064 Beckett Point Rd. at mile post 1.11 right.
2.) An approach culvert is not necessary at this location at this time; however, if drainage becomes a problem here in the
future the county reserves the right to require one.
3.) The applicant must place a minimum of 2 inches of crushed surfacing to the right- of -way line.
4.) The grade of the approach shall be such that no surface water is directed onto the county road.
5.) The applicant shall be responsible for maintaining all vegetation on their property to maintain the minimum sight
distance requirement for this location.
6.) This approval is for a road approach only and does not constitute approval of other activities within the right of way or
on this parcel. Any future permits on this site are subject to review for consistency with applicable codes and
ordinances and does not preclude review and conditions which may be placed on future permits.
7.) The Applicant must contact the Public Works Department for a final inspection upon completion of installation.
8.) The road approach is approved for its LOCATION ONLY as approved under ZON08-00070. This approval is valid for
a period of 5 years from the date ZON08-00070 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN
ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity
for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one (1)
year. The Applicant shall adhere to any conditions as set forth in the approach permit.
ZON08-00070 MLA08-00326 BECKETT POINT FISHERMEN'S I A
Application Received: 7/1/2008 Permit Issued/Case closed: 2/10/2009 Case Finaled:
_,Site Plan Approval Advance e ermination for Single Family Residence
1.) b PRIOR TO SUBMITTING A PERMIT APPLICATION AND PRIOR TO ANY GROUND DISTURBING ACTIVITY A
PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT AREA SHALL BE CONDUCTED. A COPY OF
THE SURVEY SHALL BE SENT TO THE FOLLOWING AGENCIES: JEFFERSON COUNTY DEPT. OF
COMMUNITY DEVELOPMENT, DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP),
THE JAMESTOWN S'KLALLAM TRIBE, THE SKOKOMISH TRIBE.
DEPENDING ON THE RESULTS OF THIS SURVEY, ARCHAEOLOGICAL MONITORING MAY ALSO BE
NECESSARY.
IN ADDITION TO THE ABOVE SURVEY, A PERMIT FROM THE DEPARTMENT OF ARCHAEOLOGY AND
HISTORIC PRESERVATION (DAHP) MAY ALSO BE REQUIRED. DAHP RECOMMENDS CONSULTATION WITH
THE CONCERNED TRIBES' CULTURAL COMMITTEES AND STAFF REGARDING CULTURAL RESOURCE
ISSUES.
2.) Application and permit from Jefferson County Environmental Health for a septic permit for the Solids handling tank is
required
3.) The Jefferson County Department of Community Development staff reviewed the application on September 23, 2008
for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development
Code (UDC). After an initial Geographic Information Systems mapping review, the following ESAs were confirmed to
be present on the subject property: Shoreline Designation: Suburban, Shoreline Slope Stability: Stable, Coastal Salt
Marshes & Wetlands, Wetlands, Seismic Hazard Area, Flood Hazard Area, Susceptible Aquifer Recharge Area
(SUSC), Coastal Seawater Intrusion Protection Zone.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of
recharge waters to groundwater aquifers.
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Cases Name Review Type Status Planner
5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection
Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1) All Industrial Land Uses (2)
All Commercial Uses (3) All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4)
All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or
Conditional Use Permit (5) Unsewered Planned Rural Residential Developments (6) Unsewered residential
development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the
applicable requirements and standards of the Jefferson County Unified Development Code.
6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and
groundwater that may combine to create problems with slope stability, erosion, and water quality during and after
construction or during natural events such as earthquakes or severe rainstorms.
7.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion
is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland
areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge
(primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to
marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the
saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
8.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map.
There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution
44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing
lots of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of
chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
9.) The proposed building envelope is in an area of small lots surrounded by residences, outbuildings and roads. Per
JCC 18.22.095 the administrator has determined the proposal is excluded from buffers for wetlands due to physical
separation and functional isolation.
10.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental
Policy Act (SEPA) pursuant to WAC197-11-800(1)(b)(i).
11.) The revised site plan as submitted on January 26, 2009 has been reviewed for consistency under the UDC, and has
been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or
additions to the stamped, approved site plan dated February 10, 2009 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
12.) This approval is for a site plan approval advanced determination for single-family residential development only. Any
future permits on this site are subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
13.) The parcel has been designated as Rural Residential 1:20 under the Jefferson County Comprehensive Land Use Map
effective August 28, 1998.
14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary
hazard.
15.) 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.
16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
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Cases Name Review Type Status Planner
17.) The proposal was reviewed against the site plan determination criteria of the Jefferson County Code Chapter 18.40
Article VII. (Site Plan Approval Advance Determinations). The criteria for approval are as follows:
1. The proposed site plan conforms to all applicable county, state and federal, land use, environmental and health
regulations and plans, including, but not limited to the following:
(a)The Jefferson County Comprehensive Plan; and
(b)The provisions of this code, including any incorporated standards.
Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code
and Comprehensive Plan. The application was found in compliance with all ordinances pertaining to the proposed
development.
2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan
have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable water, sewage
disposal, fire flow and other improvements.
Staff comment: The size of the subject is approximately 0.07 of an acre and the site plan as submitted on January 26,
2009 and stamped approved on February 10, 2009, complies with JCC 18.30.050, Table 6-1: Density, Dimension and
Open Space Standards.
Jefferson County Department of Environmental Health reviewed the application with regards to water and septic. The
commented on the SPAAD as follows, "The revised plot plan date stamped 1/26/09 is acceptable."
Access is provided by Beckett Point Rd. (C617509) which is a county local access road. A road approach
(RAP08-00064) was applied for on July 1, 2008. An address of 1064 Beckett Point Rd. has been assigned to this
parcel.
The approved site plan has not been reviewed for stormwater requirements. Sections JCC 18.30.060 and JCC
18.30.070 of the Jefferson County Code requires the project applicant prepare a stormwater plan in compliance with
the Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion
and sediment during construction, to address permanent measures to stabilize soil exposed during construction, and
in the design and operation of stormwater and drainage control systems.
The SPAAD was not reviewed for fire flow. However, the parcel is located within a state approved water system.
Jefferson County has no specific adopted fire flow requirements for utilization in permitting. Application of
Coordinated Water System Plan (CWSP) fire flow requirements for individual projects is inappropriate since the
primary purpose is for water system design to assure adequate pipe size, source, and storage. The applicant shall
provide proof of potable water at the time of building permit application. This application does not vest the parcel for
potable water.
3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical
means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable
adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act (SEPA)
implementing provisions contained within this chapter and Chapter 43.21 C RCW.
Staff comment: Single-family residences are EXEMPT from the State Environmental Policy Act (SEPA). WAC
197-11-800(1)(b)(i) identifies the construction of any residential structure of four (4) dwelling units.
4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for
the public health, safety and general welfare.
Staff comment: The proposal will not affect the public health, safety, and general welfare.
18.) The road approach is approved for its LOCATION ONLY as approved under ZON08-00070. This approval is valid for
a period of 5 years from the date ZON08-00070 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN
ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity
for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one (1)
year. The Applicant shall adhere to any conditions as set forth in the approach permit.
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Cases Name Review Type Status Planner
19.) Duration of Approval - Several of the included findings shall become conditions upon the submittal of a building and
septic permit. The duration of approval of the Site Plan shall be effective for five (5) years from the date of original
approval by the Administrator. If a building permit has not been issued within the five (5) year period, the Site Plan
Approval Advance Determination (SPAAD) cannot be revived or extended except by new application that must meet
all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility
of the applicant. The county will not provide notification prior to expiration.
Limitations of Approval - Approval of the site plan shall not guarantee the performance of specific site features or
improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.) and shall not be immune from changes
in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance
Determination (SPAAD) and which may affect the performance and implementation of the site plan and associated
use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site
plan approval advance determination under this Section 8.7 shall void such site plan approval and require a new site
plan approval advance determination application. Approval of a site plan under this section does not constitute
authority to comence any development or building activity until such time as final authorizing permits are issued (e.g.,
septic, wells, stormwater management, or building permit, etc.). Modification to an approved site plan may be
required by the applicant and approved by the Administrator subject to the provisions for Type I decisions. (Please
request a copy of Section 8.7 of the UDC for criteria pertaining to modifications).
20.) A stormwater plan shall be submitted at the time of a building permit application. The Jefferson County Code requires
the project applicant prepare a stormwater plan in compliance with the Department of Ecology Stormwater
Management Manual for Western Washington (current edition) to control stormwater, erosion and sediment during
construction, to address permanent measures to stabilize soil exposed during construction, and in the design and
operation of stormwater and drainage control systems. If the proposal can not meet the prescriptive requirements of
the stormwater manual, an engineered stormwater plan shall be required.
21.) The Department of Community Development (DCD) received comments from the Department of Archaeology and
Historic Preservation (DAHP) on October 8, 2008. In part, the comments state, "The project area is within a recorded
archaeological site and a survey of the project area is required. During a 2007 archaeological survey and testing
(Wessen 2007), the vicinity of the project area was found to contain possible intact shell midden deposits. However,
the project area itself was not archaeologically surveyed or tested. Because of the high probability for intact
archaeological resources, we require a professional archaeological survey of the project area be conducted prior to
ground disturbing activities. Depending upon the results of this survey, further archaeological work, monitoring, and/or
an excavation permit from this office may also be required. We also recommend consultation with the concerned
Tribes' cultural committees and staff regarding cultural resource issues.
A copy of the complete comment letter from DAHP was sent to the property owner, Beckett Point Fishermen's Club,
and the lessees, Emily Holmes and Vern Bennett, on October 23, 2008. A copy of the letter is file at the Jefferson
County Dept. of Community Development in file number MLA08-00326.
22.) The Department of Community Development (DCD) received comments from the Jamestown S'Klallam Tribe on
September 30, 2008. In part the comments state, The Jamestown S'Klallam Tribe requests that a full cultural
resource survey be completed on this parcel before the home building project goes forward now or at anytime in the
future. As the proposal is a wood frame house with attached garage, there will be the ground disturbance of laying a
foundation and framing for the garage cement slab."
A copy of the complete comment letter from the Jamestown S'Klallam Tribe was sent to the property owner, Beckett
Point Fishermen's Club, and the lessees, Emily Holmes and Vern Bennett, on October 23, 2008. A copy of the letter
is file at the Jefferson County Dept. of Community Development in file number MLA08-00326.
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23.') NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances,
regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and performance
standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified
Development Code.
If during excavation or development of the site an area of potential archaeological significance is uncovered, all
activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer -run Chum salmon became
effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person
may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or
damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All
areas in Jefferson County are included as "critical habitat" for a listed species. Development of property along any
marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To
minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater
shoreline, or floodplains are advised to do the following:
- All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters
- Remove minimal vegetation for site development, especially large trees
- Allow trees that have fallen into surface waters to remain there
- Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into
surface waters or roadside ditches
Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with
Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a
professional fisheries habitat biologist, and following the recommendations for site development provided by the
biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife
Service.
24.) Setback from Beckett Point Rd. right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft.
Shoreline setback was established on the Beckett Point Assessor's Plat. The shoreline setback is no less than 21 ft.
as shown on the approved site plan. If an environmentally sensitive area (ESA) is present, then the more restrictive
setback shall apply.
25.) The building height is not to exceed 35 feet.
26.) The entire proposal is within shoreline jurisdiction. The applicant shall apply for a Shoreline Substantial Development
Permit Exemption for any accessory structures or at the time of a building permit for a single-family residence.
27.) Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater
requirements in Chapter 18.30 JCC and must meet the "Area of Impervious Surface Coverage" to the maximum
extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface,
which includes rooftops, driveways, concrete, etc.
28 The applicant shall provide proof of potable water at the time of a building permit application.
9.) A flood elevation certificate shall be submitted with the application for the single-family residence. The flood elevation
certificate shall meet the requirements found in Chapter 15.15, Jefferson County Code (JCC). Prior to final inspection
of the single-family residence the applicant shall submit a "post construction" flood elevation certificate prepared by a
qualified professional.
30.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention
Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15).
31.) Construction Materials and Methods of Construction to Reduce Flood Hazard
(i) All new construction and substantial improvements shall be constructed with materials and utility equipment
resistant to flood damage.
(ii) All new construction and substantial improvements shall be constructed using methods and practices that minimize
flood damage.
(iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be
designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the
components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual
flood insurance premiums to be increased.
32.) New construction and substantial improvement of any residential structure shall have the lowest floor, including
basement, elevated one foot or more above the base flood elevation (BFE).
6 of 7
Cases, Name Review Type Status Planner
33.) • Fxully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically
equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting
this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the
following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every
square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher
than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided
that they permit the automatic entry and exit of floodwater.
34.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells shall be located
on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to
minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters;
(iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during
flooding.
35.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral
movement of the structure.
2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be
installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not
limited to, use of over -the top or frame ties to ground anchors.
36.) Due to a recent Washington State Supreme Court Case: Futurewise v. WA State DCTED, Ecology, Case #80396-0,
the Critical Areas Ordinance (Chapter 18.22, JCC) does not apply to development within Shoreline jurisdiction. Only
the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC) applies to development within
200 feet of the OHWM.
37.) This parcel was created through Beckett Point Fishermen's Club Assessor's Plat under AFN 535120, recorded June
24, 2008, Volume 8, pages 83-98 with the Jefferson County Auditor's office.
38.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation
of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain
sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as
the source of drinking water within most of the rural portions of Jefferson County.
BLD09-00274 MLA09-00277 BARNETT
I P
Application Received: 8/17/2009 Permit Issued/Case closed:
Case Finaled:
NSFR
No findings, conditions, or permissions found.
BLD09-00275 MLA09-00277 BARNETT
I P
Application Received: 8/17/2009 Permit Issued/Case closed:
Case Finaled:
NEW DETACHED GARKGF—
No findings, conditions, or permissions found.
PRJ09-00147 MLA09-00277 BARNETT
P
Application Received: 8/18/2009 Permit Issued/Case closed:
Case Finaled:
NSFR
No findings, conditions, or permissions found.
SDP09-00066 MLA09-00277 BARNETT
I P
Application Received: 8/17/2009 Permit Issued/Case closed:
Case Finaled:
SHORELINE EXEMPTF01T—
No findings, conditions, or permissions found.
7 of 7
I Parcel Print
Parcel Number: 932200729
Owner Mailing Address:
BECKBTPOINT FISHERMEN'S CLUB
96GOODINGO'HARA&MACKEY
9OBOX 1964
PORT TOWNSEND WA 983685717
Site Address:
1060 BECKETTPOINT R[}
PORTTOVVN8END 98368
Section:
Qtr Section:
Township:
Range:
Planning area:
Sub Division:
Land Use Code:
05/14/2007
23 School District: Port Townsend (SO)
NE1/4 Fire Dist: Chimacunm(1)
30N Tax Status: Taxable
ZVV Tax Code: 111
Ou|rnper(2)
BECKETTPOINT FISHERMAN'S CLUB
910O - VACANT LAND
Page I of I
Property Description:
BECKETTPOINT FISHERMAN'S CLUB | ASSESSOR'S PLAT | SOUTH BEACH ANNEX LOT 29 | |
http://www.co.jefferson.wa.uslassessorslparcellparcelprint.asp?PARCEL—NO=93220O729... 8/18/2009
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UDC CONSISTENCY REVIEW
Master#MLA09-00277 Review Type Project Description
BLD09-00274 I NSFR
BLD09-00275 I NEW DETACHED GARAGE
PRJ09-00147 NSFR
SDP09- 006D I SHORELINE EXEMPTION
Applicarlt�V�RON� ARNETT �" Site Address:
Qcy LgLP t�
` PORT TOWNSEND WA 98368 1064 BECKETT POINT RD
PORT TOWNSEND WA, 98368
BECKETT POINT FISHERMEN'S CLUB
OWN % GOODING O'HARA & MACKEY
PO BOX 1964
PORT TOWNSEND WA 983685717
LOREN BISHOP
REP 371 BISHOP HILL ROAD
CHIMACUM WA 98325
Project Planner:
M4 �
Project Location: Parcel number 932 200 729, Beckett Point Fisherman's Club, Assessor's Plat, South Beach Annex
Lot 29, Section 23, Township 30N, Range 2W, WM, located 1060 Beckett Point Rd, Port
Townsend 98368
Parcel Number: 932200729 S -T -R: 23 -30N -02W
Legal Description BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S
Flood District:
PLAT SOUTH BEACH ANNEX LOT 29
Fire District:
Flood Map (FIRM) Panel No: School 50
Parcel Number: 932200801 S -T -R: 23 -30N -02W
Legal Description BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S
PLAT TR A,B,C,D,F,G,H&TLTAX B CLUB LOT & N
BEACH TR IA
Flood District:
Flood Man (FI
Panel No:
COMP PLAN DESIGNATION:
Fire District: 1
School 50
Total Acreag(
Land Use: 9100
Planning Area: 2
Zoning:
Total Acreag( 55
Land Use: 7600
Planning Area: 2
Zoning:
%.vlvuvivlvli i FLr-Iiv: UUTA: - MPR:
WATER SUPPLY UTILITY: Service Area PUD:
[ ] Plot plan states "property line"
Assessor's Map (Property submitted plot plan must match the property lines as identified on the Assessor's 1/4 map)
Legal Access to PropertyYES No
Parcel Tags or Scanned uments YE N
ESA's: Special Rep%YES
y YES'
Designated Ag
Shoreline Designatio y bShoreline SlopeStaNO
Stream Type:YES NO '
Fish & Wildli :YES No
Wetlands: ES NO
Rare Plants: S ' N
Seismic: YES NO
Landslide: No U
Flood: n No
Erosion: N U
Aquifer Recharge �rna:ES NO_ZR
SIPZ.n At High R
CMZ: non High Risk erc
Stormwater site plan su tte . Yes o
Forest Lands: YES NO
Risk Disconnected CMZ
Adjoining Forest Lands' Commercial/ Rural/ ld'
o mg
Stormwater: New Impervious Surface Q, 0 _Land Disturbing Activity _ ESA's
Stormwater Reqs: Min Req #2 Min Req #1 thru 45 Min Req #1 thru #10 Engi eering
Notice Provisions/Disclosure: Airport YEs No YEs 'N Forest Lands YEs NO
IVLandscaping Required: Yql
—
Parking Spaces Req*0 NW
Building Height: 35' BC Standard
Uther
[] Impervious Surface coverage percentage:
Resource Lands & Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7
Rural Commercial: 60%
Total Building (s) Size:_
RVC:20,000 SF CC: 5,000
Setbacks: Front:_
Shoreline Setback 'U
LSHA Setback.
Road Classification:
Road Approach:xis]
SEPA Required: YE
Flood Certificate: q
Area of Building Coverage: 60% in Rural Industrial Lands only
dC: 7,500 SF GC: 10,000 SF All others: subject to septic & water constrairts/None speafied
Left Side:5,- _Right Side: 9 Rear; 3(7
Existing Case(s) & Condi ion(s):
Violations: Yes
Recorded Date of Subdivision: Q AFN Over 5yrs=UDC
Plat Conditions: <5yrs=Plat Ccnditio t or Old Ordinance
Lots/Require Decl hon of Restrictive Covenant YES NO, submitted: YES NO
Site Visit conducted YES (N
Require Final Zoning Approval YEs N
ADMIN: Setbacks entered in Permit Plan N/VY
New Parcel Tags entered ' 't Plan N/
Special Reports Scanned CN/ YES
No parcel tags found for parcel
Associated CASES
status
issued finaled
description
932200729
MLA08-00259
BLD08-00235
F
9/19/2008 1/6/2009
DEMOLISH SMALL 1/2 BATH AND SPARE ROOM AND
DECK
M LA08-00326
ZON08-00070
A
2/10/2009
Site Plan Approval Advanced Determination for Single Family
Residence
RAP08-00064
I
2/11/2009
RAP AND 911 - BECKETT POINT RD
M LA09-00277
SDP09-00066
P
SHORELINE EXEMPTION
BLD09-00274
P
NSFR
PRJ09-00147
P
NSFR
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DEVELOPMENT REVIEW TIME SHEET`
Time Comments
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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. Tue Aug 18
09:08:01 2009
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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. Tue Aug 18
09:09:16 2009
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Map Output Page 1 of 1
ArcIMS HTML Viewer Ma
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JC Roads
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Betketr PGI i Rd ■ weiiands
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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. Tue Aug 18
08:15:57 2009
http://gisserverlservleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/18/2009
Map Output
Page I of I
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=LLX
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2. 2,
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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. Tue Aug 18
,09:09:44 2009
http://gisserverlservleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/18/2009
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, Selected Features
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$eckeit peiait Rd FEMA FIRMS
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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. Tue Aug 18
08:15:41 2009
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Map Output
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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. Tue Aug 18
09:10:41 2009
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Map Output
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032200801
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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. Tue Aug18 08:16:23 2009
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Map Output
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kc:mtt Paint Rd
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..Y r aX� •.+gyp 33cr t� 4'_+•22C /ci
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❑ �e+�* Curry
❑ cw-f�
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. Tue Aug 18
09:11:28 2009
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Map Output
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ArcIMS HTML Viewer Map
ilk
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Legend
Selected Features
JC Roads
Parcel -W
Boundaries
- At
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. Tue Aug 18
09:17:50 2009
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UrMit point Rd
432204F2s
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9322
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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. Tue Aug 18
09:18:13 2009
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�iar..rasdtxl vp a -..0 i Carry, • Ce &40 .^ar:vi , GIs
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Seiected Features
JC Roads
Farce"
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Boundaries
c�kx .at camp
Beckett Point Rd
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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. Tue Aug 18
09:18:43 2009
http://gisserver/servletloom. esri. esrimap.Esrimap? ServiceName=ovmap&ClientV ersion=4.... 8/18/2009
Legend
Seiected Features
JC Roads
Farce"
2405 Aerial Photos
Boundaries
c�kx .at camp
F-1
.w
❑
Or= Carrs.
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. Tue Aug 18
09:18:43 2009
http://gisserver/servletloom. esri. esrimap.Esrimap? ServiceName=ovmap&ClientV ersion=4.... 8/18/2009
August 26, 2009
Dear Re ewer, '/e r�Uj
RE: MLA09-00277 I
Jefferson County has forwarded the attached application to you for review and comment because
your agency is responsible for determining compliance with state and federal requirements or may
otherwise be affected by the following proposal:
NEW DETACHED GARAGE - ROW Setback Variance Request
Comments must be received within fourteen (14) calendar days or by September 9, 2009. If no
written response has been received within fourteen (14) days, your agency will be presumed to have
no comments. If necessary, the UDC administrator may grant an extension of time for comment.
Please contact at (360)379-4450 if you desire an extension of time or have additional questions
regarding this proposal.
Thank you in advance for your attention to this matter.
Sincerely,
c: ,
Colleen Zmolek
From: Randy Marx
Sent: Thursday, September 03, 2009 8:46 AM
To: Colleen Zmolek
Subject: BLD09-275 signed off
/Raft l 7klmrcx
Always Working For a Safer & Healthier Jefferson County
360 3859444
•, ><((((2>, - , . , .. ><((((°> „ , ><((((°
Environmental Health On -Site Web Link
Page 1 of 1
CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and
may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you
are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message
9/3/2009
Beckett Point Fishermen's Club
Building Committee
Date ! a
To: Jefferson County DCD
621 Sheridan Street
Port Townsend, WA 98368
ATTN: Zoe Ann Lamp
The l ' cQ'l &r,5 for
on Beckett Point leasehold lot(s)�
has been reviewed and approved by the Building Committee.
Z approved for C- e. V kA4 o rid L- r}e U) AO M&--
*Notes included to applicant:
Dan Speth, Chair, Building Committee
Larry Lee, Co -Chair, Building Committee
Steve Aurdal, President
Patti Sahlinger, Secretary
Beckett Point Fishermen's Club
Building Committee
Name DI Q r\e P D)nae5 Lot(s) #
Date ll D Q'
Your submission of efevaJ ons has been reviewed by the building
committee:
1. Your "dlf'
i v^ Al a 0 s met the requirements in Rules and
Regulations of Beckett Point. A letter from the building committee of
Beckett Point is included for you to forward with your submission to the
County Building Dept. (DCD).
2. Your
has not been approved
A. Further information is required:
a
[.
c
3. After approval by DCD and receipt of your building permit, please return your
application to this building committee for final sign -off before construction
can commence.
Signature of Building Comm.
If you have questions contact
Dan Speth
Jean Camfield,
Larry Lee
John Kennedy
Bill Sahlinger
Keith Hansen
Qw,
Signature of Building Co4m.
cacdrs@teleport.com
i eancamfield(a?olvmvus.net
llee334@comcast.net
john@kennedyarchitects.com
patg@cablespeed.com
keithcind�?msn.com
* Return all paperwork to:
Dan Speth
5855 Woodlawn Ave. N.
Seattle, WA 98103
Beckett Point Fishermen's Club
Building Committee
Date g l ! o
To: Jefferson County DCD
621 Sheridan Street
Port Townsend, WA 98368
ATTN: Zoe Ann Lamp
The —8v,:N6 for Z) iCe&%A- 4 &kwu4 -
on Beckett Point leasehold lot(s) ea q
has been reviewed and approved by the Building Committee.
V approved for 9 ah..a-
*Notes included to applicant:
Dan Speth, Chair, Building Committee
Larry Lee, Co -Chair, Building Committee
VdOj
iLfe-K%J��, President
'4?IXU� j Patti Sahlinger, Secretary
Beckett Point Fishermen's Club
Building Committee
Name I ane 1'�B �'1tie 5 Lots) #� Date 1/ d
Your submission of r7 has been reviewed by the building
committee:
1. Your proposed building footprint plan has been approved and met the
requirements listed in Rules and Regulations of Beckett Point. A letter from the building
committee of Beckett Point is included for you to forward with your submission to the
County Building Dept. (DCD).
2. Your plan has not been approved
Additional information is required:
a
M
c
3. After approval by DCD and receipt of your building permit, your building
plan and permit will be again be reviewed by the Building Committee for final
sign -off before construction can commence.
-;�� �ta- i$ -n er
Signature oVbuilding Comm. Signature of Building Cor; .
If you have questions contact
Dan Speth
Jean Camfield,
Larry Lee
John Kennedy
Bill Sahlinger
Keith Hansen
cacdrs@teleport.com
ieancamfiel&(-.olvmnus.net
Ilee334@comcast.net
john@kennedyarchitects.com
patg@cablespeed.com
keithcinc?v�1'ci)msn.com
* Return all paperwork to:
Board Secretary, Patti Sahlinger
890 Beckett Point Road
Port Townsend, WA. 98368
Beckett Point Fishermen's Club
Building Committee
Date "7 k (6 0`7
Jefferson County DCD
621 Sheridan Street
Port Townsend, WA 98368
The for �s,-�e q�,�s��va
on Beckett Point leasehold lot(s)-412q g3a have been
reviewed. by the Building Committee.
r/ a roved for
-- pp -
*Dotes included to applicant:
an Speth, Chair, Building Committee
Keith Hansen, President
i Patti Sahlinger, Secretary
Beckett Point Fishermen's Club
Building Committee
Name�-C)'�= Lot(s) #
Your submission of-5—��'��
committee:
qp D v�
I
C;, 0-� 02--'
�U Sate -7
has been reviewed by the building
c/ 1. Your %OZIC has met the requirements listed in Rules and
Regulations of Beckett Point. A letter from the building committee of
Beckett Point is included for you to forward with your submission to the
County Building Dept. (DCD).
2. Your has not been approved
A. Further information is required:
a
[7
c
3. After approval by DCD and receipt of your building permit please return your
application to this building committee for final sign -off before construc-
tion can commence. 1 14,
Signature of Building
If you have questions contact
Iwo
Jean Camfield,
Larry Lee
John Kennedy
Bill Sahlinger
Keith Hansen
Signature of
cacdrs@teleport.com
jeancarri 1elU(GLt.C)�_iTlj. ila_<iCt
llee334@comcast.net
john@kennedyarchitects.com
patg@cablespeed.com
Return all paperwork to:
Dan Speth
5855 Woodlawn Ave. M
Seattle, WA 98103
omm.
° 1 l
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
http://www.co.jefferson.wa. us/commdevelopment/
Stormwater Calculation Worksheet
MLA # PROJECT/APPLICANT NAME: we1
DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first
to classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction
with a stand-alone stormwater management permit application, building permit application, or other land use approval application that
involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required.
PARCEL SIZE (I.E., SITE)
Size of parcel bs acres**--�� An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet 04 0 sq/ft
Land -disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and
non -vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling,
excavation, and compaction associated with stabilization of structures and road construction.
Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the
Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as
Douglas fir, western hemlock, western red cedar, alder, big -leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry,
and salal; herbaceous plants such as sword fern, foam flower, and fireweed.
LAND DISTURBING ACTIVITY CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL
Calculate the total area to be cleared, graded, filled,
excavated, and/or compacted for proposed development
project. Include in this calculation the area to be cleared for:
Construction site for structures
Drainfield, septic tank, etc.
`0
sq/ft
sq/ft
Well, utilities, etc. sq/ft
Driveway, parking, roads, etc. 300 sq/ft
Lawn, landscaping, etc.
Other compacted surface, etc.
sq/ft
sq/ft
Total Land Disturbance 9 TO sq/ft
[over]
Answer the following two questions related to
conversion of native vegetation:
Does the project convert % acres or more of
native vegetation to lawn or landscaped areas?
Circle: Yes No
Does the project convert 2'/2 acres or more of
native vegetation to pasture?
Circle: Yes
Indicate Total Volumes of Proposed:
Cut
Fill (cu/yd)
Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions
prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow
from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof
tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,
and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater.
STORMWATER CALULATIONS'(—IMPERVIOUS SURFACE
NEW ' �`�'St EXISTING
Structures (all roof area) I a go sq/ft
Sidewalks sq/ft
Patios
sq/ft
Solid Decks sq/ft
(without infiltration below)
Driveway, parking, roads, etc C�)M sq/ft
Other
sq/ft
Total New I �-ZQ_sq/ft
TOTAL NEW + TOTAL EXISTING* 142,0 sq/ft
Structures (all roof area)
Sidewalks
Patios
sq/ft
sq/ft
Solid Decks sq/ft
(without infiltration below)
Driveway, parking, roads, etc
sq/ft
Other sq/ft
Total Existing sq/ft
*This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v. REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: __%
Does the site have 35% or more of existing impervious surface? Circle: Yes No
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum
Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and
prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction
Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those
that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum
Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan,
principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE
By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
(LANDOWNER OR AUTHORIZED REPRESEtt$fATIVE SIGNATURE)
(DATE)
September 22, 2009
Dear Reviewer,
RE: MLA09-00277
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street
Port Townsend, WA 98368
Al Scalf, Director
Jefferson County has forwarded the attached application to you for review and comment because
your agency is responsible for determining compliance with state and federal requirements or may
otherwise be affected by the following proposal:
NSFR
Comments must be received within fourteen (14) calendar days or by October 6, 2009. If no written
response has been received within fourteen (14) days, your agency will be presumed to have no
comments. If necessary, the UDC administrator may grant an extension of time for comment.
Please contact at (360)379-4450 if you desire an extension of time or have additional questions
regarding this proposal.
Thank you in advance for your attention to this matter.
Sincerely,
c: ,
Building Permits/ Inspections
Development Review Division Long Range Planning
(360) 379-4450 FAX: (360) 379-4451
MLA09-00277
BUILDING PERMIT APPLICATION Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLDO -00274 Received Date: 8/17/2009
SITE ADDRESS: 166q C6" �r T� P-1 U
PORT TOWNSEND, 98368
OWNER: VERNON BARNETT PHONE: 360-385-7515
1064 BECKETT POINT RD
PORT TOWNSEND WA 98368
BECKETT POINT FISHERMAN'S CLUB
SUBDIVISION: Block: Lot: 29
PARCEL NUMBER: 932200729 Section: 23 Township: 30 N Range: 02 W
CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979
LOREN BISHOP
371 BISHOP HILL RD
CHIMACUM WA 98325
Contractor's License BISHOBC093D6 Expires 1/11/2011
REPRESENTATIVE: LOREN BISHOP PHONE: 360-301-1979
371 BISHOP HILL ROAD
CHIMACUM WA 98325
PROJECT DESCRIPTIOP NSFR
TYPE OF WORK
RES
SQUARE FOOTAGE:
Exist: 0
TYPE OF IMP
NEW
MAIN: 580
Total: 2
VALUATION
94,146.00
ADD'L: 640
HEAT TYPE: EEE
CODE EDITION:
2006
HEAT BASE:
HEAT TYPE:
OCCUPANCY:
R-2
UNHEATED:
# OF STORIES:
OCCUPANCY:
OTHER:
SHORELINE:
CONST TYPE:
5N
GARAGE:
SETBACK:
CONST TYPE:
DECK: 130
BANK HEIGHT:
SEWAGE DISPOSAL: CMY
WATER SYSTEM: PUD
BEDROOMS:
BATHROOMS:
Exist: 0
Exist: 0
Prop: 2
Prop: 2
Total: 2
Total: 2
Routinq Date:
LYK
type
Permit
Plan Check
State Building Code
Potable Water Application
Total:
Amount Paid
Bv:
$958.75
LYK
$623.19
LYK
$4.50
LYK
$62.00
LYK
$1, 648.44
Date:
Receipt:
08/17/09
110739
08/17/09
110739
08/17/09
110739
08/17/09
110739
Approved/Date
MLA09-00277
BUILDING PERMIT APPLICATION Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD09-00275 Received Date: 8/17/2009
SITE ADDRESS: 1064 BECKETT POINT RD
PORT TOWNSEND, 98368
OWNER: VERNON BARNETT PHONE: 360-385-7515
1064 BECKETT POINT RD
PORT TOWNSEND WA 98368
BECKETT POINT FISHERMAN'S CLUB
SUBDIVISION: Block: Lot: +
PARCEL NUMBER: 932200801 Section: 23 Township: 30 N Range: 02 W
CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979
LOREN BISHOP
371 BISHOP HILL RD
CHIMACUM WA 98325
Contractor's License BISHOBC093D6 Expires 1/11/2011
REPRESENTATIVE: LOREN BISHOP PHONE: 360-301-1979
371 BISHOP HILL ROAD
CHIMACUM WA 98325
PROJECT DESCRIPTIOt NEW DETACHED GARAGE
TYPE OF WORK
TYPE OF IMP
VALUATION
CODE EDITION:
OCCUPANCY:
OCCUPANCY:
CONST TYPE:
CONST TYPE:
GAR
SQUARE FOOTAGE:
NEW
MAIN:
15,347.00
ADD'L:
2006
HEAT BASE:
Routinq Date:
UNHEATED:
Permit
OTHER:
LYK
GARAGE: 572
110740
DECK:
SEWAGE DISPOSAL: CMY
WATER SYSTEM:
BEDROOMS:
BATHROOMS:
Exist: 0
Exist: 0
Prop: 0
Prop: 0
Total: 0
Total: -- -U—
Routinq Date:
110740
Permit
$172.41
Type
Amount Paid
Bv:
Date:
Receipt:
Permit
$265.25
LYK
08/17/09
110740
Permit
$172.41
LYK
08/17/09
110740
State Building Code
$4.50
LYK
08/17/09
110740
Total:
$442.16
HEAT TYPE:
HEAT TYPE:
# OF STORIES:
SHORELINE:
SETBACK:
BANK HEIGHT:
UH
Approved/Date
September 22, 2009
VERNON BARNETT
1064 BECKETT POINT RD
PORT TOWNSEND WA 98368
RE: SITE ADDRESS: 1064 BECKETT POINT RD
MLA#: MLA09-00277
Dear VERNON BARNETT:
Jefferson County Department of Community Development staff have reviewed the application
materials for the above project proposal and have determined that the application is substantially
complete.
Additional information needed for project review may be requested in writing by the Director or
Project Planner. Please call the Department of Community Development if you have any questions.
Sincerely,
Department of Community Development Staff
File
BECKETT POINT FISHERMEN'S CLUB % GOODING O'HARA & MACKEY PO BOX 1964
PORT TOWNSEND WA 983685717
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA: L17-1 I
Project Description (include separate sheets as necessary):
De -11-'!r . -
Tax Parcel Number: ?3:4Ca _ Property Size ; ' `- -' (acres/square feet)
Site Address and/or Directions to Property:
Property Owner(s) of Record:
Telephone: Fax: —
Mailing Address:
Applicant/Agent (if different from owner):
Telephone: Fax: —
Mailing Address:
email:
email:
What kind of Permit? (Check each box that applies
❑ Lot or Road Segregation
❑Building
❑ Critical Areas Stewardship Plan
❑ Demolition Permit -
Family ,Garage Attached Detached
El Variance (Minor, Major or Reasonable Economic Use)
El Conditional Use [C(a), C(d), or C] **
❑ Single - -�
❑ Manufactured Home ❑ Modular
0 Discretionary "D" or Unnamed Use Classification
❑ Commercial *
❑ Special Use (Essential Public Facilities) **
❑ Change of Use
❑ Boundary Line Adjustment
❑ Address ❑ Road Approach
❑ Short Plat **
❑ Home Business ❑ Cottage Industry
❑ Binding Site Plan **
❑ Propane
❑ Long Plat **
❑ Planned Rural Residential Development (PRRD)/Amendments*'
❑ Sign
❑ Allowed "Yes" Use Consistency Analysis
❑ Plat Vacation/Alteration **
**
❑ Stormwater Management
❑ Shoreline Master Program Exemption/Permit Revisions
❑ Site Plan Approval Advance Determination (SPAAD) *
❑ Shoreline Management Substantial Development **
.0 Temporary Use
❑ Wireless Telecommunication *
❑ Shoreline Management Variance
❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six -Year Moratorium
❑ Jefferson County Shoreline Master Program Amendment
* May require a Pre -Application Conference
❑ Tree Vegetation Request
Please identify any other local, state or federal permits required for this proposal, if known:
DESIGNA
I hereby designate d ��'�� sLiv�: -
OWNER SIGNATURE
OF AGENT
as my agent in matters relating to this application for permit(s).
Date:
By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of
his, her or its 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 anyway accrue against Jefferson County s a result of or in consequence of the granting of this permit.
I further agree to provide access and ri entry to Jeffe ounty and its employees, representatives or agents for the sole purpose of application
review and any re -lat inneants3pWrior
s a ht of entry will be assumed unless the applicant informs the County in writing at the
time of the app ' tion h no ' Date: �// , /Q�
Signature:
The action or actions 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 assur ces to the applicant that the actions that will be undertaken because this
permit has been issued will not violat ESA. A * divid gency can file a lawsuit on behalf of an endangered species regarding your
action(s) even if you in comp an with th Co n o nt code. The Applicant acknowledges that he, she or it holds individual
and non -transfer a re pons y f o and com ith the ESA. The Applicant has read this disc r asi ns and dates lt below.
Signature: Date:/ `�
G:\PemutCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Pemut Application 5-29-08.doc
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein, that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAx: ( )
MAILING ADDRESS: EMAIL
Project Type:
KNew
Frame Type:
&Wood
Bathrooms:
Existing:
Shoreline:
Type of Sewage Disposal:
❑ Addition
❑ Steel
Proposed:
Bank
❑ Sewer
KQommunity System
❑ Alteration/Remodel
❑ Concrete
Total:
Height:
❑ Individual System
❑ Repair
❑ Masonry
SEP Permit #
❑ Demolition
❑ Other:
Bedrooms:
Water Supply:
Type of H at:
Existing:
Proposed:
Setback:
❑ Private well ❑ Two Party
❑ Public
Total
Name of System:-
If this is a Commercial Proiect 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 and/or Appliance Installation permit mark all items below that apply
Underground Tank I Above ground Tank Size of Propane Tank:
1 Heat Stove 1 Cook Stove i Woodstove i Fireplace Insert I Hot Water Tank -1 Pellet Stove i Other
Is this appliance beinq installed in a Manufactured / Mobile Home? Yes / No
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
Paffice 1Js,..3
x
OY
Main Floor Heated
=
EH Bld App Review.
�.r.E .4.
G
Lo
04 Floor Heated
Consistency Review:
—)Fe-
Other Heated
Base fee:
Mezzanine
Heated Basement
an Check fee:
Unheated Basement
State Surcharge fee:
-
Other Unheated
Pot Water Review fee:
Garage/Carport
SUBTOTAL
41 2 .'(
Decks
C _
911 /Rd Approach fee:
Other
TOTAL:
$2.aD
Receipt Number:
Cash/Check Number:
Date:
, O
1 O
ESTIMATED COST (REQUIRED)
*Fair market value of all labor and materials foundation to finish
Initials:
G:\PemutCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Pemut Application 5-29-08.doc
JEFFERSON COUNTY PERMIT CENTER
CASE NO. t—f (14 0 l UO()?- 07YI 'ho?—x5
CERTIFICATION OF MAILING
I make the following certification:
I am competent to testify and
�make this certification based upon personal knowledge. On this
day of P/yYyb<Jtf, 2009, I deposited into the U.S. Mail with first class postage
affixed, true and correct copies of ( +-3 , �S4 L „ a'm S � /) ,1, ®;'�f /"
in the above matter, addressed to:
0 Adjacent Property Owners: See attached list. (Notices Only)
XAgencies: See attached list.
❑ Interested Parties: See attached list.
❑ Applicant/Representative - Posting Packet: 1 set of laminating sheets with Notices,
Posting Instruction, Affidavit, and a copy of Notice.
❑ Newspapers (Notices Only)
❑ Official Posting Places (0)
❑ Other:
I declare under penalty of perjury under the laws of the State of Washington that the foregoing
certification is true and correct.
EXECUTED thi ay of , 2009 at Port Townsend, Washington.
Declaran
G:\PLNCNTR\PLNCLERK\Forms &; Form Language\FRM Certification of Mailinf- li- dated 1-20'.)9.DOC
BLD09-00274
* WA STATE DEPT OF ARCH & HIST PRIES
GRETCHEN KAEHLER
1063 S. CAPITOL WAY, SUITE 106
OLYMPIA, WA 98501
BLD09-00274
* SKOKOMISH TRIBE
RANDY LUMPER
80 N TRIBAL CENTER RD
SKOKOMISH, WA 98584
B LD09-00274
* JAMESTOWN S'KLALLAM TRIBE
LEANN JENKINS
1033 OLD BLYN HIGHWAY
SEQUIM, WA 98382
BLD09-00274
* SKOKOMISH TRIBE
KRIS MILLER
80 N TRIBAL CENTER RD
SKOKOMISH, WA 98584
BLD09-00274
* JAMESTOWN S'KLALLAM TRIBE
KATHY DUNCAN
1033 OLD BLYN HWY
SEQUIM, WA 98382
MEMORANDUM
Jefferson County
Department of Public Works
623 Sheridan St.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Monte Reinders, P.E., County Engineer
TO: Michelle Farfan, Associate Planner
Jefferson County Department of C munity Development
FROM: Terry Duff, Engineering Tech III
DATE: September 16, 2009
SUBJECT: Right -of -Way Setback Variance Request — Beckett Point Rd.
Applicant — Loren Bishop, Representative for Barnett
MLA09-00277 / APN 932200801
The following information is being provided in response to your request for comments regarding
the above request for a road setback reduction.
The Applicant provided adequate survey information. The site was staked and it is apparent that
there may be other site constraints affecting the location of the garage. Existing structures on
adjacent parcels are similarly situated.
Public Works does not oppose reducing the right of way setback to five (5) feet for the location of
the building envelope as shown on the revised site plan received by the Department of
Community Development dated August 17, 2009.
The Applicant should be aware that the public right-of-way is reserved for transportation facilities
and appurtenances including, but not limited to, the road surface, shoulders, drainage ditches or
pipes, walking paths or sidewalks, cut and fill slopes, and franchised utilities (power, water,
phone, sewer, etc.). Under no circumstances shall any development be allowed on the public
right-of-way or interfere with maintenance of transportation facilities, drainage facilities, or utilities
The County is not responsible for preventing runoff from the right-of-way from entering adjoining
property. Development of adjoining properties shall not be cause for the County to undertake
roadway improvements to alter drainage patterns. The property owner shall accommodate
drainage and runoff as part of the development.
We recommend that building inspection staff verify the setback during construction based on
surveyed monuments.
Public Works staff is available to discuss any concerns you may have regarding the above.
° JEFFERSON COUNTY
v DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
Administrative Right -of -Way Setback Variance Request
Note 6, Table 6-1, JCC 18.30.050 states in part, "The administrator may reduce the minimum road
setbacks if the strict application of such setback would render a legal lot of record unbuildable under the
provisions of this code." Right-of-way setback variance requests not meeting the above may require a
major variance.
Date
Name of Property Owner: 1%err►or- 8g r n e
Mailing Address:
Phone #: 3P-��� 7sl 5
Property Owner's Representative's Name:: /1 or r �� S � ✓'�
Mailing Address: 3 ?
Phone #: JCS/
Assessor's Tax Parcel Number:
Site Address: s
�-P
N
1) What is the name of the road from which you are requesting a setback variance?
X-C k" e h` 1- f; leo.
2) What is the distance you are requesting from the edge of the road right-of-way to the proposed
structure?
3) Has the parcel been surveyed? If so, what is the
Auditor's File Number
Volume # Page #
4) Please stake your property line along the road right-of-way and stake the footprint of the proposed
structure. Date this was/will be done
G'\PermitCenter\###FORMS###\DRD FORMS\ROW.doc Page 1 o 2
Revised November 5, 2008
5) Attach a site plan that has been drawn to scale showing: all property boundaries, all existing
structures, buffers from critical areas (streams, wetlands, geologically hazardous areas, etc.) utilities
(water lines, electrical lines, etc.), easements, driveways and septic system components. Label
distances from the proposed structure to all of the above.
6) Please explain in detail why your proposal is unable to meet the required road setback. In your explanation
describe all restrictions on your property which prohibit meeting the required setback (examples: streams,
wetlands, landslide hazard, steep slopes, shoreline, etc.) Please attach any special reports or photos you have
to support your request. In order to provide a complete explanation please attach additional sheets if
necessary.
t�/a,-, -" 3`y �7to ,1i9 __ t' .Soy.,, f . r. �c /.,�► � .s t;
O// Ol/
r1r1t U,fZJsr24
A
A IJI rq Al°
G:\PermltCenter\###FORMS###\DRD FORMS\ROW.doc Page 2of 2
Revised November 5, 2008
p X25 0 q, 00111 1
r
JEFFERSON COUNTY PUBLic HEALTHr 615 Sheridan Street • Port Townsend o Washington o 98368
www.jeffersoncountypublichealth.org
BECKETT POINT FISHERMEN'S CLUB4Y)o ctober 12, 2009
GOODING O'HARA & MACKEY �L� �
PO BOX 1964 �.
PORT TOWNSEND WA 983685717 mom`
SUBJECT: 1064 BECKETT POINT RD
-i SEP09-00109 ` PARCEL#: 932200729 Section: 23 Township: 30N Ranqe: 02 \A
SUBDIVISION: BECKETT POINT FISHERMAN'S CLUB Block: Lot: 29
PROJECT DESCRIPTION: PUMP CHAM TO COMM SYS
This office has completed a site inspection and review of the design for the proposed onsite sewage system. The
following items need to be completed prior to issuance of the permit:
1 Receipt and review of design corrections as outlined
2 Sign off/approval from the Development Review Division for Unified Development Code
review please call 360 379-4450 with questions regarding the Unified Development Code.
3 Combine lots to meet the required minimum lot size, Restrictive Covenant is enclosed.
4 Application for waiver from standards, information is enclosed.
5 Easement for drainfield on another lot or parcel, a sample is enclosed.
6 Letter of water availability from an approved public water supply.
7 Road Crossing Permit and/or Franchise approval.
8 Receipt of Zoning approval from the Development Review Division.
9 Eagle Plan Required. For plan preparation information, contact Shelley Ament (WDFW) 360-681-4276 or by
mail at PO Box 1933, Sequim, WA 98382.
10 OTHER
The sewage disposal permit application review will continue upon receipt of the items listed above. If you have
further questions, you may contact this office at (360) 385-9444 or 1 (800) 831-2678. Your prompt attention to this
will assist us in completing the permit for you.
Sincerely,
Environme tal Health Specialist
1:\F_S E P_I nfo_Req u est_m od. rpt
10/07
COMMUNi � Y H4m,� L.1 H
PUBLIC LTH L"'NVli�£�3�v'i°�iimi`��iAL HAI"H
ES
DEVELOPMENTALDISAB€LITES NAT' RAL RFwa�l.3F��
` MAft 360-335.9444
OV ,Aft 360-385-9400 HEALTHIER COMMUNITY FAX: 360-385-9401
FAX60-385-9401
Randy Marx
From:
Zoe Ann Lamp V
Sent:
Monday, October 12, 2009 11:30 AM
To:
Randy Marx
Cc:
��
Michelle Farfan; Stacie Hoskins
Subject:
61i
RE: Approved SPAAD ZON08-70 V
Randy,
Thank you for checking. This septic permit can not be issued.
Did they provide any archaeological information? The first condition on their SPAAD approval states:
PRIOR TO SUBMITTING A PERMIT APPLICATION AND PRIOR TO ANY GROUND DISTURBING
ACTIVITY A PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT AREA SHALL BE
CONDUCTED. A COPY OF THE SURVEY SHALL BE SENT TO THE FOLLOWING AGENCIES:
JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT, DEPARTMENT OF
ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP), THE JAMESTOWN S'KLALLAM TRIBE,
THE SKOKOMISH TRIBE.
DEPENDING ON THE RESULTS OF THIS SURVEY, ARCHAEOLOGICAL MONITORING MAY ALSO
BE NECESSARY.
IN ADDITION TO THE ABOVE SURVEY, A PERMIT FROM THE DEPARTMENT OF ARCHAEOLOGY
AND HISTORIC PRESERVATION (DAHP) MAY ALSO BE REQUIRED. DAHP RECOMMENDS
CONSULTATION WITH THE CONCERNED TRIBES' CULTURAL COMMITTEES AND STAFF
REGARDING CULTURAL RESOURCE ISSUES.
Sincerely,
Zoe Ann Lamp, AICP
Associate Planner, DRD Lead
Jefferson County Department of Community Development
621 Sheridan Street
Port Townsend, WA 98368
Phone: 360-385-9406
Fax: 360-379-4473
e-mail: zlampkco.jefferson.wa.us
All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to
Public Disclosure under Chapter 42.56 RCW.
Please note that DCD hours changed as of December 1, 2008.
Our office is open to the public 9:00 a.m. — 4:30 p.m. Monday to Thursday, closed Fridays.
From: Stacie Hoskins
Sent: Monday, October 12, 2009 11:25 AM
To: Zoe Ann Lamp
¢,5ON 0 JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street
Port Townsend, WA 98368
Al Scalf, Director
October 26, 2009
VERNON BARNETT
1064 BECKETT POINT RD
PORT TOWNSEND WA 98368
RE: SITE ADDRESS: 1064 BECKETT POINT RD
MLA #: MLA09-00277
CASE #: BLD09-00274
Dear VERNON BARNETT:
The Department of Community Development is in the process of reviewing your application. The
following information is needed to continue review of your project.
The following information is required based on conditions of your SPAAD (ZON08-00070) approval
on February 10, 2009:
1. PRIOR TO SUBMITTING A PERMIT APPLICATION AND PRIOR TO ANY GROUND
DISTURBING ACTIVITY A PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT
AREA SHALL BE CONDUCTED. A COPY OF THE SURVEY SHALL BE SENT TO THE
FOLLOWING AGENCIES: JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT,
DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP), THE
JAMESTOWN S'KLALLAM TRIBE, AND THE SKOKOMISH TRIBE.
DEPENDING ON THE RESULTS OF THIS SURVEY, ARCHAEOLOGICAL MONITORING MAY
ALSO BE NECESSARY.
IN ADDITION TO THE ABOVE SURVEY, A PERMIT FROM THE DEPARTMENT OF
ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP) MAY ALSO BE REQUIRED.
DAHP RECOMMENDS CONSULTATION WITH THE CONCERNED TRIBES' CULTURAL
COMMITTEES AND STAFF REGARDING CULTURAL RESOURCE ISSUES.
2. The county will utilize the NTI bench mark data submitted for Beckett Point. However, applicant
and/or contractor will proceed at their own risk to make sure that the structure is elevated a
minimum of one foot above base flood elevation. If the structure does not comply with this
requirement, the county will not grant a variance and the structure may have to be torn down to
meet the BFE requirements for FEMA. Additionally, prior to final building inspection of the
single-family residence and the detached garage, the applicant shall submit a "post construction"
flood elevation certificate (one for each structure) prepared by a qualified professional.
Please submit the above information to the Department of Community Development by January
24, 2010. Pursuant to Unified Development Code Section 8.2.3.c and f., if the applicant refuses to
submit the additional information or does not request additional time to submit the
Building Permits/ Inspections Development Review Division Long Range Planning
(360) 379-4460 FAX: (360) 379-4451
required information within the ninety (90) calendar day period, the application will be considered
abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The
Department of Community Development shall not be responsible for notifying the applicant of an
impending expiration.
Sin cereI ,
Department ofommuni Dev pment Staff
c: File
LOREN BISHOP
October 15, 2009
Al Scalf, Director
Jefferson County Department of Community Development
Development Review Division
621 Sheridan Street
Port Townsend, WA 98368
RE: MLA09-00277
Parcel # 932 200 729, Beckett Point Fisherman's Club Lot 29, Sec. 23, T
30 N, R 02 W, WM Located at 1064 Beckett Point Road, Port Townsend,
Jefferson County, Washington
Dear Mr. Scalf,
Thank you for the letter of September 22, 2009, regarding MLA09-00277 plan for
building a new house on lot numbered 29, at 1064 Becket Point Road, Port Townsend,
Washington.
The Jamestown SKlallam Tribe requests that before any ground disturbance, or before
any construction begins, now or any time in the future, that a full cultural resources
survey be completed before work begins. If during or after the cultural resources survey
is completed, and cultural resources are uncovered, the Department of Archaeology and
Historic Preservation and the Jamestown SKlallam Tribe need to be contacted. Care must
be taken with any construction or ground disturbance.
If you further information or should you have any questions, please feel free to contact
me at 360.681.4638 or by email at kduncangiamestowntribe.or .
Sincerely,
Kathleen Duncan
Enrollment Officer/Cultural Resource Spec.
Jamestown S'Klallam Tribe
Cc Stephanie Kramer, DAHP ,�►'
October 15, 2009
Al Scalf, Director
Jefferson County Department of Community Development
Development Review Division
621 Sheridan Street
Port Townsend, WA 98368
RE: MLA09-00277
Parcel # 932 200 729, Beckett Point Fisherman's Club Lot 29, Sec. 23, T
30 N, R 02 W, WM Located at 1064 Beckett Point Road, Port Townsend,
Jefferson County, Washington
Dear Mr. Scalf,
Thank you for the letter of September 22, 2009, regarding MLA09-00277 plan for
building a new garage on lot numbered 29, at 1064 Becket Point Road, Port Townsend,
Washington.
The Jamestown SKlallam Tribe requests that before any ground disturbance, or before
any construction begins, now or any time in the future, that a full cultural resources
survey be completed before work begins. If during or after the cultural resources survey
is completed, and cultural resources are uncovered, the Department of Archaeology and
Historic Preservation and the Jamestown SKlallam Tribe need to be contacted. Care must
be taken with any construction or ground disturbance.
If you further information or should you have any questions, please feel free to contact
me at 360.681.4638 or by email at kduncan(aiamestowntribe.org.
Sincerely,
tat26en Duncan
Enrollment Officer/Cultural Resource Spec.
Jamestown S'Klallam Tribe
Cc Stephanie Kramer, DAHP
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
http://www.co-jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA # PROJECT/APPLICANT NAME:p
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
1.
Project Overview
Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
ef
2.
Existing Conditions Summary
Describe the existing topography. Indicate contours on the site map.
3.
Describe the existing vegetation. Indicate native vegetation areas on the site map.
-r 1
4.
Describe the existing soils. Indicate soil type on the site map.
j
5.
Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable, and indicate acreage of each.
APPRA_%1X..r ED -
6.
Describe any excess levels of noise generated by the proposed use or act it : STORMWATER PLA
i SGDEC 2 3 20M
Stormvaater P
!EF ER N NTY
Require DEPT. OF C EL MINT
SIG%IAT 'R
s
stormwater site plan template —rev. 1 W21/2008 -- \J
7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes, etc.) on the site. Indicate location on the site map.
J` 4, ie , n e v+
/p
e.
8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas
streams, wetlands, lakes, steep slopes, etc.).
y'fi t
Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution -generating impervious
surfaces, and pollution -generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for "large" projects or projects that involve the potential for dispersion of contaminants.]
11. Describe the performance goals and standards applicable to the project.
yA
i
12. D
"t< Vi 'the flow: -control system ♦
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13. Describe the water quality system.
14. Describe the conveyance system analysis and design.
15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
17. Describe the proposed surfacing material.
18. Describe methods for restoration of the site.
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
"large" projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals
here.
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
1 -
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage -related requirements, describe those conditions or
restrictions here.
stormwater site plan template — rev. 10/21/2008 7
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I — CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal, justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual (beginning
on page 3-7).
12 Required Elements — Construction SWPPP
1. Mark Clearing Limits.
2. Establish Construction Access.
3. Control Flow Rates.
4. Install Sediment Controls.
5. Stabilize Soils.
6. Protect Slopes.
7. Protect Drain Inlets.
AJ -0 D" G± l
stormwater site plan template — rev. 10/21/2008
12 Required Elements — Construction SWPPP (continued)
8. Stabilize Channels and Outlets.
9. Control Pollutants.
10. Control De -Watering (the act of pumping groundwater or stormwater away from an active construction site).
�i►J n 't fL i� �2r ae .Or
11. Maintain Best Management Practices (BMPs).
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12. Manage the Project.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
b. Description of the downstream drainage path leading from the site to the receiving body of water (minimum distance of 400
yards).
/V62JVf'7
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
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stormwater site plan template — rev. 10/21/2008
stormwater site plan template — rev. 10/21/2008
b. Description of special requirements for working in or near environmentally sensitive areas.
4.
Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils (e.g., erodibility, settleability, permeability, depth, texture, soil structure).
5.
Construction Phasing.
a. Construction sequence
b. Construction phasing (if proposed)
6.
Construction Schedule. Wet season is October 1 through April 30 (page 2-21 of the Manual).
I. Provide a proposed construction schedule.
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
b. Proposed wet season construction activities for environmentally sensitive areas.
7.
Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
8.
Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template — rev. 10/21/2008
SECTION II — EROSION AND SEDIMENT CONTROL PLAN
Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan, and/or a
seoarate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan:
1.
General.
a. Vicinity Map
b. Jefferson County Approval Block
c. Erosion and Sediment Control Notes
2.
Site Plan.
a. Legal description of subject property.
b. North arrow.
c. Indicate boundaries of existing vegetation (e.g., tree lines, pasture areas, etc.).
d. Identify and label areas of potential erosion problems.
e. Identify FEMA base flood boundaries and Shoreline Management boundaries (if applicable).
f. Show existing and proposed contours.
g. Indicate drainage basins and direction of flow for individual drainage areas.
h. Label final grade contours and identify developed condition drainage basins.
i. Delineate areas that are to be cleared and graded.
j. Show all cut and fill slopes indicating top and bottom of slope catch lines.
3.
Conveyance Systems.
a. Designate locations for swales, interceptor trenches, or ditches.
b. Show all temporary and permanent drainage pipes, ditches, or cut-off trenches required for erosion & sediment control.
c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts.
d. Shows grades, dimensions, and direction of flow in all ditches, swales, culverts and pipes.
e. Provide details for bypassing off-site runoff around disturbed areas.
f. Indicate locations and outlets of any dewatering systems.
4.
Location of Detention Best Management Practices (BMPs). Identify location of detention BMPs.
5.
Erosion and Sediment Control Facilities.
a. Show the locations of sediment trap(s), pond(s), pipes and structures.
b. Dimension pond berm widths and inside and outside pond slopes.
c. Indicate the trap/pond storage required and the depth, length, and width dimensions.
d. Provide typical section views through pond and outlet structure.
e. Provide typical details of gravel cone and standpipe, and/or other filtering devices.
f. Detail stabilization techniques for outlet/inlet.
g. Detail control/restrictor device location and details.
h. Specify mulch and/or recommended cover of berms and slopes.
i. Provide rock specifications and detail for rock check dam(s), if applicable.
j. Specify spacing for rock check dams as required.
k. Provide front and side sections of typical rock check dams.
I. Indicate the locations and provide details and specifications for silt fabric.
m. Locate the construction entrance and provide a detail.
6.
Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and
illustrated with detailed drawings.
7.
Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than
sediment (e.g., concrete wash water).
8.
Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on
the construction site. Sampling stations should be located upstream and downstream of the project site.
stormwater site plan template — rev. 10/21/2008
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
7 — 0-11
(LANDOWNER OR AUTHORIZED REP ESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
stormwater site plan template —rev. 10/21/2008
12
, Re: 1064 Beckett Point Survey
Michelle Farfan
From: Kaehler, Gretchen (DAHP) [Gretchen. Kaehler@DAHP.wa.gov]
Sent: Monday, December 07, 2009 2:26 PM
To: Michelle Farfan
Cc: Kris Miller; Kathy Duncan
Subject: Re: 1064 Beckett Point Survey
Attachments: Microsoft Word - 100609-34-JE_1064 Beckett Point Survey.pdf
Hi Michelle,
Please see attached comments.
Gretchen
Gretchen Kaehler
Assistant State Archaeologist, Local Governments
Department of Archaeology and Historic Preservation
Olympia
Ph:360-586-3088
Gretchen.Kaehler@dahp.wa.gov
Please note that DAHP hours will change as of September 22, 2008
New hours: 7:00 AM to 5:30 PM Monday to Thursday, closed Fridays
<<Microsoft Word - 100609-34-JE_1064 Beckett Point Survey.pdf>>
12/9/2009
Page 1 of 1
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STATE OF WASHINGTON
DEPARTMENT OF ARCHAEOLOGY & HISTORIC PRESERVATION
1063 S. Capitol Way, Suite 106 • Olympia, Washington 98501
Mailing address: PO Box 48343 • Olympia, Washington 98504-8343
(360) 586-3065 • Fax Number (360) 586-3067 • Website: www.dahp.wa.gov
December 7, 2009
Ms. Michelle Farfan
Planner
Jefferson County
621 Sheridan Street
Port Townsend, WA 98368
In future correspondence please refer to:
Log: 100609 -34 -JE
Property: MLA09-00277 Garage Construction for 1064 Beckett Point Road, Lot 29
Re: Concur with survey but follow monitoring recommendations
Dear Ms. Farfan:
Thank you for contacting the Washington State Department of Archaeology and Historic Preservation
(DAHP). We have reviewed the above report. We concur with the findings and recommendations. The
excavation for the grinder pump must be monitored by a professional archaeologist. The archaeologist
should submit a short report of the monitoring and results after the excavation is complete. If cultural
resources and/or human remains are identified during monitoring, all work must cease and the County,
(local law enforcement and the County coroner in the case of human remains) DAHP, and the affected
Tribes must be contacted immediately.
Please feel free to call or email with questions
Sincerely,
Gretchen Kaehler
Assistant State Archaeologist
(360) 586-3088
jzretchen.kaehler@dahp wa gov
CC: Kathy Duncan, Jamestown S'Klallam
Kris Miller, Skokomish Tribe
John Kennedy, President, Beckett Point Fisherman's Club
M Ui c,4' -a7"?
Author: Jam,es C. Bard and Syl,,,rste,r L. Lahrer, I.
Title of Report: —Addendum* Archaeological IVInnitorine of It-. of thj4 F)cr;i-iatio- of
t'* House and Garage Foundat-'0115, 1064 Beckett Poin* Raad. JArrson Counrv.
Vlv'asnina,on
Date of Report: January 12. 2010
County(ies): Jeffelsor, Section: 23 Township: 30N Range:
.. 2VjI EM
Quad. Gardiner, WA 1984 Acres: .25
PDF of report submitted (REQUIREQ'.. 0 Yes
Historic Property Export Files submgg!Ln No
Archaeological Siteisvlsplatefsl Found or Amended? F— No
TCPW found? F1 No
Replace a draft? [:]No
Satisfy a DAHP Archaeological Excavation Permit requirement? F-1 No
DAHP Archaeological Site*: e Submission of paper copy is required.
- Please submit paper copies of reports
unbound.
IlMaoto -
• Submission of PDFs is required.
• Please be sure that any PDF submitted to
DAHP has its cover sheet, figures,
graphics, appendices, attachments.
correspondence, etc., compiled into one
single PDF file.
• Please check that the PDF displays
correctly when opened.
SWCA
ENVIRONMENTAL CONSULTANTS
January 12, 2010
Portland Office
434 NW Sixth Avenue, Suite 304
Portland, Oregon 97209
Tel: 503.224.0333 Fax 503.224.
www.swca.com
Ms. Gretchen Kaehler
Assistant State Archaeologist, Local Governments
Department of Archaeology and Historic Preservation
1063 South Capitol Way, Suite 106
Olympia, WA 98501
Letter to Gretchen Kaehler/DAHP
January 12, 2010
1851
Re: Archaeological Monitoring of the Excavation of the House and Garage Foundations, 1064 Beckett Point
Road, Jefferson County, Washington.[45JE305]
Dear Ms. Kaehler:
In December 2009, SWCA submitted to DAHP An Archaeological Survey and Presence/Absence
Testing House and Garage Foundations, 1064 Beckett Point Road, Jefferson County, Washington, a
report prepared on behalf of Diane Holmes and Vern Barnett of Port Townsend, Washington. Barnett was
granted a Type 1 Land Use Permit on December 23, 2009 by Michelle Farfan (Jefferson County Project
Planner). This letter fulfills, in part', Permit Condition 1 (applicant is required to have an archaeologist on
site to monitor and evaluate during any excavation) and we recommend that this letter report be attached or
appended to the report we submitted in December. As such, this letter report does not attempt to provide
any background information, maps, or other documentation presented in our December 2009 report.
Archaeological monitoring of the house and garage footings excavation was conducted by a professional
archaeologist (Lahren) on January 11, 2010. The garage and house footing footprint area had been spray
painted on the ground surface and the excavation was completed using a small backhoe with a 22 inch wide
bucket equipped with 6 inch cutting teeth (see photos on next page). The garage trench excavation reached
maximum depths below surface of 30-36 cm (12-14 inches) while house trench excavation reached
maximum depths below surface of 28-40 cm (11-16 inches).
The teeth of the backhoe bucket were first used to strip the A Horizon material from the surface where it
existed. Once the A Horizon was removed, the bucket was used to scrape the surface of the trench
repeatedly at a depth of 15 cm (6 inches) until the maximum excavation depths were reached. Each bucket
full of soil that was removed was spread across the surface and Dr. Lahren inspected the spoils and trench
profiles to check for the presence or absence of cultural materials. Examination of the excavated spoils and
trench walls and floors confirmed that all sediments removed by the backhoe are fill material consistent with
that encountered during the December 2009 survey and shovel testing.
Excavation of the sewer grinder pit is being deferred until the contractor has completed foundation and framing work. The
Presence of an open sewer grinder pit in the active construction staging area in front of the new residence presents a safety
concern. In addition, until the house has been substantially constructed, and its plumbing system 'stubbed out', the sewer grinding
pump cannot be precisely located and installed. A separate contractor will be retained to excavate the sewer grinder when it is
logistically safe to do so and the plumbing stub -out to which it will be attached is in place.
Letter to Gretchen Kaehler/DAHP
January 12, 2010
View of house foundation footing excavations in progress.
View of garage foundation footing excavations in progress.
No cultural materials were observed during the excavation of the house and garage foundation footing
trenches. Excavation of the sewer grinder pump will be monitored and an additional letter report will be
issued at that time to document completion of the Permit Conditions.
Sincerely,
SWCA, Inc.
Sylvester L. Lahren, Jr. Ph.D. and James C. Bard, Ph.D., RPA
Page 1 of 2
Michelle Farfan
From: Kaehler, Gretchen (DAHP) [Gretchen. Kaehler@DAHP.wa.gov]
Sent: Tuesday, January 19, 2010 11:34 AM
To: Michelle Farfan
Subject: RE: Monitoring rpt
Thanks Michelle,
Looks good.
Gretchen
Gretchen Kaehler
Assistant State Archaeologist, Local Governments
Department of Archaeology and Historic Preservation
Olympia
Ph:360-586-3088
Cell: 360-628-2755
From: Michelle Farfan[mailto:mfarfan@co.jefferson.wa.us]
Sent: Thursday, January 14, 2010 5:49 PM
To: Kaehler, Gretchen (DAHP); Kathy Duncan
Subject: FW: Monitoring rpt
Hi:
Here's the result of the monitoring report for the Barnett house & garage foundations.
Michelle Far -Fan
Associate Planner, FHM Lead
Dept. of Community Development
621 Sheridan
Port Townsend UW 98368
mfarfan@cojefferson.wa.us
360-379-4457
360-379-4473 (f aX)
All voice messages and e-mails received by Jefferson County may be subject to
Public Disclosure under Chapter 42.56RCW
Please note that DCD hours changed as of December 1, 2008. our office is
open to the public 9:0o am - 4:30 PM Monday to Thursday and closed on Fridays.
From: Sylvester Lahren [mailto:slahren@swca.com]
Sent: Thursday, January 14, 2010 11:16 AM
To: Michelle Farfan
1/19/2010
Page 2 of 2
Cc: Jim Bard; Diane Holmes
Subject: Monitoring rpt
Hi Michelle,
Here is a copy of the monitoring report for the Holmes/Barnett Project garage and house foundations
that we sent to the DAHP. You will see that I was unable to monitoring the grinder pump location
because it is being deferred to a later date. When they get ready to do it they will call me to monitor it at
that time.
Thanks for the help with this project.
Sylvester
Sylvester L. Lahren, Jr. Ph.D.
Principal Investigator/Project Manager
Ethnography/Cultural Resources
SWCA Environmental Consultants, Inc.
360-379-8348
360-301-5017 cell
slahren(a)swca.com
swca.com
1/19/2010
t ,
U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
National Flood Insurance Program
Name Vernon Barnett
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Beckett Point Road across from 1064
OMB No. 1660-0008
Expires March 31, 2012
ance Company Use:
imber
I MAIC Number
City Port Townsend State WA ZIP Code 98368-5717
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Tr. "A" Beckett Pt. So. Beach, Beckett Pt. Fisherman's Club Assessor's Plat, Gov. Lot 1, Sec 23, T30N, R2W, WM., TP#932200801
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Garage-Residentiall
A5. Latitude/Longitude: Lat. 48 04 40.7 Long. 122 53 15.8 Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 499 sq ft a) Square footage of attached garage sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade 6 within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 540 sq in c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bi. NFIP Community Name & Community Number B2. County Name B3. State
Jefferson Co. 530069 Unincorporated area WA
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
530069 0135
B
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
e)
Lowest elevation of machinery or equipment servicing the building
July 19, 1982
Al
9.0
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)
611. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Ci. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item AT Use the same datum as the BFE.
Benchmark Utilized GP16101-2Vertical Datum NAVD 1988
Conversion/Comments NAVD 1988-3.51'= NGVD 1929
Check the measurement used.
a)
Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.48
® feet ❑ meters (Puerto Rico only)
b)
Top of the next higher floor
❑ feet ❑ meters (Puerto Rico only)
c)
Bottom of the lowest horizontal structural member (V Zones only)
❑ feet ❑ meters (Puerto Rico only)
d)
Attached garage (top of slab)
❑ feet ❑ meters (Puerto Rico only)
e)
Lowest elevation of machinery or equipment servicing the building
❑ feet ❑ meters (Puerto Rico only)
(Describe type of equipment and location in Comments)
f)
Lowest adjacent (finished) grade next to building (LAG) 6.4
® feet ❑ meters (Puerto Rico only)
g)
Highest adjacent (finished) grade next to building (HAG) 6.4
® feet ❑ meters (Puerto Rico only)
h)
Lowest adjacent grade at lowest elevation of deck or stairs, including
❑ feet ❑ meters (Puerto Rico only)
structural SUDDort
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION" `=
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
licensed land surveyor? ® Yes ❑ No
Certifier's Name Kent L. Robinson License Number 19583
Title Surveyor Company Name Northwestern Territories Inc. (NTI)
Address 717
rt Angeles
State WA
2/24/2010 Telephone (360)
w;le6'I "Q -GI
19583 / J<v
L LANO�
IMPORTANT: In these spaces, copy the corresponding information from Section A.
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Beckett Point Road across from 1064
City Port TownsendState WA ZIP Code 98368-5717
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments This certificate is for finished construction of a detached garage located in Tract "A" Common Area across the road from and serving the new
residence on Lot 29 of Beckett Point South Beach. The top of the foundation stem -wall is at elevation 9.11.
C.�
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E7 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is _____ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit I sued G6. Date Certificate Of Compliance/Occupancy Issued
M ( 0 r)O x'7`7 R f 1), a ►.� � �
G7. This permit has been issued for �New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: �.Q_ Meet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name L_f „` an V\,l AG a q P _ Lcts
Community Name 7i Cf Telephone2 _ S
rso V
Signature _ r 1 � � \ - , Date�?
Comments
n rrh.,L. K.,. ;f �++.,h .,e„ e.
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
Beckett Point Road across from 1064
City Port TownsendState WA ZIP Code 98368-5717 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments This certificate is for finished construction of a detached garage located in Tract "A" Common Area across the road from and serving the new
residence on Lot 29 of Beckett Point South Beach. The top of the foundation stem -wall is at elevation 9.11.
-
Signure Date 2/24/10
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owners or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes.
G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature
Comments
Date
I-1 r`ho,l. 1—. if n f—h—+.
Building Photographs
See Instructions for Item A6.
For Insurance Company Use:
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
Beckett Point Road across from 1064
City Port Townsend State wA ZIP Code 98368-5717 Corrpany NAIC Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View and "Rear View"; and, if required, Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the
reverse.
Front View South Side of Garage
Right View East Side of Garage
Building Photographs
Continuation Page
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No
Becket Point Road across from 1064
City Port Townsend State wA ZIP Code 98368-5717
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View",- and, if required, "Right Side View" and "Left Side View."
Rear View North Side of Garage
Left View West Side of Garage
h,4Q, STA T,�• �} f.
L.
o
STATE OF WASHINGTON
DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION
1063 S. Capitol Way, Suite 106.Olympia, Washington 98501
Mailing address: PO Box 48343.Olympia, Washington 98504-8343
(360) 586-3065 • Fax Number (360) 586-3067 • Website: www.dahp.wa.gov
December 20, 2010
Mr. Vern Barnett
Property Owner
PO Box 1964
Port Townsend, WA 98368
Glenn Hartmann
Cultural Resource Consultants
710 Erickson Aveue, Ste 100
PO Box 10668
Bainbridge Island, WA 98110
Dear Mr. Barnett and Mr. Hartmann:
I have reviewed the application you submitted for archaeological excavations at
45JE00305. It is my intention to grant the permit application for excavations at
45JE00305. Please take note of the Special Conditions on the permit.
If you feel aggrieved by this decision you may request an administrative hearing within
twenty-one days after receipt of this notice. Your request should be sent to the address
listed below.
Director
Department of Archaeology and Historic Preservation
PO Box 48343
Olympia, WA 98504-8343
Sincerely,
J�
t- k-4
Stephenie Kramer
Assistant State Archaeologist
(360) 586-3083
Email: stephenie.kramer@dahp.wa.gov
Enclosure
�► DEPARTMENT OF ARCHAEOLOGY & HISTORIC PRESERVATION
STATE OF WASHINGTON
Department of Archaeology and Historic Preservation
9063 S. Capitol Way, Suite 906 • PO Box 48343 • Olympia, Washington 98504-8343
(360) 586-3065 • Fax Number (360) 586-3067 • www.dahp.wa.gov
ARCHAEOLOGICAL EXCAVATION PERMIT
NO: 2010-46
Archaeological site:
Individuals Responsible for
carrying out the terms and
conditions of the permit:
Individuals responsible for
Over seeing field investigations:
Nature of work:
45JE305
Vern Barnett & Diane Holmes
Property Owners
Glenn Hartmann
Cultural Resource Consultants
Monitoring and possibly data recovery excavations
Repository in which collected Jamestown S'Klallam Tribe
data shall be deposited.-
Date
eposited:Date fieldwork permitted to begin: Upon receipt, but notify DAHP and Tribes before start
Date fieldwork shall end: March 31, 2011
Period of analysis: Current through April 30, 2011
Date final report due: No later than April 30, 2011
Per WAC 25-48-041, if the report is late, a Notice of Violation will
be issued & a $5000 penalty assessed
Special Conditions:
• Follow protocols in permit application dated 11/10/10
• Professional archaeologist must monitor excavations
• Notify DAHP and Tribes if intact deposits are uncovered and data collection
will commence
• Append BetaAnalytic sheets to report
• Notify Tribes, County, and DAHP via email before commencing excavations
• Reference permit number in report & append artifact catalog to report
• Cc DAHP on transfer of collection to repository
• Provide copies of the final report to DAHP, all consulted Tribes, County
• Update site form by 4/30/2011
• IF HUMAN REMAINS ARE ENCOUNTERED, STOP WORK, SECURE THE
AREA, AND CONTACT MEDICAL EXAMINER, LAW, ENFORCEMENT,
DAHP, and AFFECTED TRIBES WITHIN 24 HOUR per RCW 27.44.055
Issued this 20th day of December 2010. j
teph , nie Kramer
Assistant State Archaeologist
Z DEPARTMENT OF ARCHAEOLOGY & HISTORIC PRESERVATION
Protect the Past, Shape the Future
2-c)10-03-01 - ooloow7
NORTHWESTERN TERRITORIES, INC.
717 SOUTH PEABODY STREET, PORT ANGELES, WA 98362
>' Engineers Land Surveyors _i Geologists
Construction Inspection Materials Testing IA n ^ 0 (� ^ n -77
V � V� t Oce
(360) 452-8491 1-800-654-5545 FAX 452-8498 E -Mail: infoftti4u.com J tV0 O Q` n `q p� a7s
NT/ ` / f
www.nti4u.com
TRANSMITTAL
DATE: February 25, 2009
TO: MICHELLE FARFAN
FROM: Kent L. Robinson
SUBJECT: Barnett Elevation Certificate
REMARKS: Please find attached the post -construction certificate(s) for the above named
project at Beckett Point. The garage is on tax parcel #932200801 and the house on tax parcel
#932200729.
Thanks,
Kent L. Robinson P.L.S.
Cc: Vernon Barnett
,LVw -vim-v l- wvvvv /
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires March 31, 2012
National Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name Vernon Barnett Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number
1064 Beckett Point Road
City Port Townsend State WA ZIP Code 98368-5717
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 29 Beckett Pt. So. Beach, Beckett Pt. Fisherman's Club Assessor's Plat, Gov. Lot 1, Sec 23, T30N, R2W, WM., TP#932200729
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 48 04 39.8 Long. 122 53 15.5 Horizontal Datum: ❑ NAD 1927 0 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 880 sq ft a) Square footage of attached garage sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade 7 within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 630 sq in c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
Jefferson Co. 530069 Unincorporated area WA
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
530069 0135
B
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
e)
Lowest elevation of machinery or equipment servicing the building
July 19, 1982
Al
9.0
610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)
Bl 1. Indicate elevation datum used for BFE in Item 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction" 0 Finished Construction
"A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, Vl-V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item AT Use the same datum as the BFE.
Benchmark Utilized GP16101-2Vertical Datum NAVD 1988 _
Conversion/Comments NAVD 1986-3.51'= NGVD 1929 w
Check the measurement used.
a )
To of bottom floor (including basement, crawlspace, or enclosure floor 7.30
P (� 9 p ) _ _
® feet ❑ meters Puerto Rico only)
( Y)
b)
Top of the next higher floor 10.09
® feet ❑ meters (Puerto Rico only)
c)
Bottom of the lowest horizontal structural member (V Zones only)
❑ feet ❑ meters (Puerto Rico only)
d)
Attached garage (top of slab)
❑ feet ❑ meters (Puerto Rico only)
e)
Lowest elevation of machinery or equipment servicing the building
❑ feet❑meters (Puerto Rico only)
(Describe type of equipment and location in Comments)
f)
Lowest adjacent (finished) grade next to building (LAG) 6.40
® feet ❑ meters (Puerto Rico only) <<
g)
Highest adjacent (finished) grade next to building (HAG) 7.47
® feet ❑ meters (Puerto Rico only) --,
h)
Lowest adjacent grade at lowest elevation of deck or stairs, including 6.40
® feet ❑ meters (Puerto Rico only)
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
licensed land surveyor? ® Yes ❑ No
License Number 19583
Company Name Northwestern Territories Inc. (NTI)
ress 717 Soyth P abody Port Angeles State WA
iature Date February24, 2009
WASJ�j,�S
19583
FC/STC.,
�'aL LANO
IMPORTANT: In these spaces, copy the corresponding information from Section A ,
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
1064 Beckett Point Road
City Port TownsendState WA ZIP Code 98368-5717
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner.
Comments
Signature Date
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑
G2. ❑
G3. ❑
G4. F
The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
The following information (Items G4 -G9) is provided for community floodplain management purposes.
N
V5. Date Permit
G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: t'!.New Construction
❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: �3� ,feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: St, _Q Meet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name 1` Title I via
Community Name Telephone
SO _
Signature at
Comments
r-1 rk-,4, k.— :f oMonhmnnM
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1064 Beckett Point Road
City Port TownsendState WA ZIP Code 98368-5717
Company NAIL Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments
Signature Date
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
r-1 f h -i, K.- if .++-h--+.
Building Photographs
Coo Inetnirtinne fnr Itpm AS
Insurance
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I F'ogCY Nunloer
1064 Beckett Point Road
City Port Townsend State wA ZIP Code 98368-5717
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the
reverse.
Front View North Side of House
Right View West Side of House (Looking North)
Building Photographs
Continuation Page
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1064 Becket Point Road
City Port Townsend State wA ZIP Code 98368-5717 Company NA1C Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View; and, if required, "Right Side View" and "Left Side View."
Rear View South Side of House
e
Left View East Side of House (Looking South)
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Expires March 31, 2012
Federal Emergency Management Agency
National Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name Vernon Barnett Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.I Company NAIC Number I
1064 Beckett Point Road
City Port Townsend State WA ZIP Code 98368-5717
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 29 Beckett Pt. So. Beach, Beckett Pt. Fisherman's Club Assessor's Plat, Gov. Lot 1, Sec 23, T30N, R2W, WM., TP#932200729
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 48 04 39.8 Long. 122 53 15.5 Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 580 sq ft a) Square footage of attached garage sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade 7 within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 630 sq in c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
63. State
Jefferson Co. 530069
Unincorporated area
WA
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
530069 0135
B
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
July 19, 1982
Al
9.0
1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)
B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ® Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. Use the same datum as the BFE.
Benchmark Utilized G1316101-2Vertical Datum NAVD 1988
Conversion/Comments NAVD 1988-3.51'= NGVD 1929
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.30 ® feet ❑ meters (Puerto Rico only)
b) Top of the next higher floor 10.09 ® feet ❑ meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters (Puerto Rico only)
d) Attached garage (top of slab) ❑ feet ❑ meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building ❑ feet ❑ meters (Puerto Rico only)
(Describe type of equipment and location in Comments) ;
f) Lowest adjacent (finished) grade next to building (LAG) 6.40 ® feet ❑ meters (Puerto Rico only)
g) Highest adjacent (finished) grade next to building (HAG) 7.47 ® feet ❑ meters (Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.40 ® feet ❑ meters (Puerto Rico only)
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation n
information. l certify that the information on this Certificate represents my best efforts to interpret the data available. `„ ROB
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. OF wA�S�yJS�
i
❑ Check here if comments are provided on back of form
Certifier's Name Kent L.
Title Surveyor
Address 717 Soyth Pe
14
Signature
Company Name
les
Were latitude and longitude in Section A provided by a
licensed land surveyor? ® Yes ❑ No
License Number 19583
Jorthwestem Territories Inc. (NTI)
State WA ZIP Code 98362
Date February 24, 2009
19583
�lJIO STB'F��
'�AL LA14 ,�
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1064 Beckett Point Road
City Port TownsendState WA ZIP Code 98368-5717 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments
Signature Date
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, S, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes.
LJ Substantial ImprroImprovementG8. Elevation of as -built lowest floor (including basement) of the building: I 3 eKfeet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: Meet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name +n5 f\5 Title
Community Name Telephone
Signature. I I r (J ( Qatg
Comments
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No, Policy Number
1064 Beckett Point Road
City Port TownsendState WA ZIP Code 98368-5717 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments
Signature Date
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. in Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
SECTION G -COMMUNITY INFORMATION (OPTIONAL) ❑ Check here if attachments
The local official who is authorized bylaw or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable dem(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑feet El meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
n (11—L, k.— ,f �++a..+,..,o„+.
Building Photographs
See Instructions for Item A6.
Fortnsurance
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
roucy tmumuCi
1064 Beckett Point Road
Company NAIC
City Port Townsend State WA ZIP Code 98368-5717
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the
reverse.
Front View North Side of House
Right View West Side of House (Looking North)
Building Photographs
Continuation Page
For Insurance Company
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1064 Becket Point Road
City Port Townsend State wA ZIP Code 98368-5717
Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."
'1r
Left View East Side of House (Looking South)
Page 1 of 3
Michelle Farfan R, _ a77-7
From: Michelle Farfan
Sent: Sunday, January 10, 2010 3:37 PM
To: 'Sylvester Lahren'
Subject: RE: Barnett Permit
Hi Sylvester:
Here's the email response I received from Gretchen.
"Hi Michelle,
This survey report, as I recall, seems to be one of the early ones that I reviewed. The survey report was
heavily based on Dr. Wessen's work. Subsequently, I reviewed Dr. Wessen's reports. He recommended
monitoring all ground disturbance. Since Dr Lahren's report relied so much on Dr. Wessen's work and Dr
Wessen really has the most experience in the area, I think that the stance that the County is taking which
is to "monitor all ground -disturbance" would be the correct one.
Gretchen
Gretchen Kaehler
Assistant State Archaeologist, Local Governments
Department of Archaeology and Historic Preservation
Olympia
Ph:360-586-3088
Cell: 360-628-2755"
The county position is that monitoring for any ground -disturbance is required
Michelle Farfan
Associate planner, FHM Lead
Dept. OF Community Development
621 Sheridan
Port Townsend WA 98368
mfarfan@co.jefferson.wa.us
360-379-gg57
360-379-gg73 (fax)
All voice messages and e-mails received by JeFFerson County may be subject to
Public Disclosure under Chapter 42.56 TZCW
'Please note that DCD hours changed as of December 2, 2008. our office is
open to the public 9:0o am - 4:30 PM Monday to Thursday and closed on FridaYs
From: Sylvester Lahren [mailto:slahren@swca.com]
Sent: Thursday, January 07, 2010 1:05 PM
To: Michelle Farfan
Subject: RE: Barnett Permit
1/10/2010
Page 2 of 3
Michelle,
The letter states that "We concur with the findings and recommendations." of our report. Our report
states no monitoring for the footings only the grinder pump. Yes, we do have to be there to monitor the
area excavated for it.
Sylvester
Sylvester L. Lahren, Jr. Ph.D.
Principal Investigator/Project Manager
Ethnography/Cultural Resources
SWCA Environmental Consultants, Inc.
360-379-8348
360-301-5017 cell
slahren(a�swca.com
swca.com
From: Michelle Farfan[mailto:mfarfan@co.jefferson.wa.us]
Sent: Thursday, January 07, 2010 12:25 PM
To: Sylvester Lahren
Subject: RE: Barnett Permit
2
I have spoken with Loren Bishop this morning. I seems none of us are on the same page. Therefore, I sent an
email to Gretchen and Kathy to clarify if the archaeologist is required to be on site during the ground disturbing
activity for monitoring (that is the county's understanding). When I receive a response I will forward it to you and
give Loren Bishop a call.
Michelle Farfan
Associate' Planner, FHM Lead
Dept. of Community Development
621 Sheridan
'port Townsend WA 98368
mFarfan@cojefferson.wa.us
360-379-4457
360-379-4473 (faX)
All voice messages and e-mails received by Jefferson County may be subject to 'public
Disclosure under Chapter 42.56 TZCW-
'Please note that DCD hours changed as of December 1, 2008. Our office is open to
the public 9--0o am - 4:30 PM Monday to Thursday and closed on Fridays.
From: Sylvester Lahren [mailto:slahren@swca.com]
Sent: Wednesday, January 06, 2010 2:35 PM
To: Michelle Farfan
Subject: Barnett Permit
Michelle,
1/10/2010
Page 3 of 3
Could you give a quick call on my land line?
Thanks,
Sylvester L. Lahren, Jr. Ph.D.
Principal Investigator/Project Manager
Ethnography/Cultural Resources
SWCA Environmental Consultants, Inc.
360-379-8348
360-301-5017 cell
slahren(o)swca.com
swca.com
1/10/2010
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
APPLICANT: VERNON BARNETT
PO BOX 1964
PORT TOWNSEND WA 98368
DATEISSUED: g-Z-IL3r09
DATE EXPIRES: 2-lz ' d
MLA NUMBER: MLA09-00277
PROJECT PLANNER: Michelle Farfan
PROJECT DESCRIPTION:
NSFR and shoreline exemption permit (SDP09-00066). (Detached garage permit # BLD09-00275).
FLOOD DEVELOPMENT PERMIT
NEW DETACHED GARAGE - ROW Setback Variance Request and shoreline exemption permit (SDP09-00066) (SFR
permit # BLD09-00274).
FLOOD DEVELOPMENT PERMIT
SHORELINE EXEMPTION in conjunction with a single family residence and detached garage (BLD09-00274 &
BLD09-00275)
PROJECT LOCATION:
Parcel number 932 200 729, Beckett Point Fisherman's Club, Assessor's Plat, South Beach Annex Lot 29, Section 23,
Township 30N, Range 2W, WM, located 1060 Beckett Point Rd, Port Townsend 98368
CONDITIONS:
1.) APPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON SITE TO MONITOR AND EVALUATE
DURING ANY EXCAVATION,
THE ARCHAEOLOGIST IS REQUIRED TO SUBMIT A SHORT REPORT OF THE MONITORING AND
RESULTS AFTER THE EXCAVATION IS COMPLETE AND SUBMIT IT TO THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (MICHELLE FARFAN) AND DEPARTMENT OF ARCHAEOLOGY AND
HISTORIC PRESERVATION (GRETCHEN KAEHLER).
2.) PRIOR TO FINAL BUILDING INSPECTION, PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN
ORIGINAL "FINISHED" CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED
BY A LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO CERTIFY ELEVATION
INFORMATION IN THE STATE OF WASHINGTON.
3.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE
DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND,
LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD
FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP)
SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE
PRIMARY AND RESERVE DRAINFILED AREAS.
4.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A
CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000
FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE
WITH THE SPECIFICATIONS. (BMP C105,2005 DOE STORMWATER MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR
STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR
STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY
SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED
AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED.
5.) A SILT FENCE SHALL BE INSTALLED LANDWARD OF THE "HISTORIC BUILDING LINE" PRIOR TO ANY
LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE
THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE
INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER.
THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT
SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE.
THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE
GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER
THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE
AND SCOURING CAN NOT OCCUR.
ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY
ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED,
6.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements #1 through #12
of the Department of Ecology's Stormwater Management Manual for Western Washington to control
stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize
soil exposed during construction, and in the design and operation of stormwater and drainage control systems.
7.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development.
Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan
and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the
property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan
compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the
installation of temporary sedimentation and erosion control measures have been completed.
8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or
sanitary hazard.
10.) 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.
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. Pre-existing legal lots of record less than one acre in size in rural
residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area
of Impervious Surface Coverage" to the maximum extent practicable as determined by the administrator. Lot
coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc.
12.) The building height is not to exceed 35 feet.
13.) Setback from Beckett Point Road right-of-way is no less than 20 feet for the single family residence. The
detached garage (across the street) shall be no less than 5 feet from Beckett Point Road right-of-way
(administrative reduction approved on September 16, 2009) Side setbacks are no less than 5 feet. Rear
setback (shoreline) is a minimum of 30 feet from Ordinary High Water Mark and landward of the "Historic
Building Setback Line".
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.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention
Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15).
18.) Construction Materials and Methods of Construction to Reduce Flood Hazard
(i) All new construction and substantial improvements shall be constructed with materials and utility equipment
resistant to flood damage.
(ii) All new construction and substantial improvements shall be constructed using methods and practices that
minimize flood damage.
(iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be
designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the
components during conditions of flooding. Locating such equipment below the base flood elevation may cause
annual flood insurance premiums to be increased.
19.) New construction and substantial improvement of any residential structure shall have the lowest floor, including
basement, elevated one foot or more above the base flood elevation (BFE).
20.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to
automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater.
Designs for meeting this requirement must either be certified by a registered professional engineer or architect
or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less
than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom
of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers,
or other coverings or devices provided that they permit the automatic entry and exit of floodwater.
21.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
22.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral
movement of the structure.
2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be
installed using methods and practices that minimize flood damage. Anchoring methods may include, but are
not limited to, use of over -the top or frame ties to ground anchors.
FINDINGS:
1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other
applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map.
2.) The application was reviewed by the Jefferson County Department of Community Development staff on
September 22, 2009 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions
of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and
an investigative site inspection, the following ESAs were confirmed to be present on the subject property:
suburban shoreline designation; wetlands; seismic; flood; SUSC aquifer recharge area; coastal SIPZ.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow
percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic
formations that contain sufficient saturated permeable material to yield significant quantities of water to wells
and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson
County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid
infiltration of recharge waters to groundwater aquifers.
5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and
groundwater that may combine to create problems with slope stability, erosion, and water quality during and
after construction or during natural events such as earthquakes or severe rainstorms.
6.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater
intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drillec
on upland areas cannot obtain freshwater suitable for public consumption without significant additional
treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily
through wells). The Washington Department of Ecology is the agency with statutory authority to regulate
groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land
use activities on islands and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent
possible by infiltrating stormwater runoff so that it recharges the aquifer.
7.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS
map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy
(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit
applications on existing lots of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of
chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
8.) The applicant is proposing to create or add 1420 square feet of impervious surface and 940 square feet of land
disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement
#2 (Construction Stormwater Pollution Prevention) of the Department of Ecology Stormwater Management
Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall
address permanent measures to stabilize soil exposed during construction, and in the design and operation of
stormwater and drainage control systems.
9.) Jefferson County determined that this proposal is categorically exempt from review under the State
Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i).
10.) The revised site plan dated August 17, 2009 has been reviewed for consistency under the UDC, and has been
approved by Jefferson County Department of Community Development. Any modifications, changes, and/or
additions to the stamped, approved site plan dated December 23, 2009 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
11.) This approval is for a single family residence, detached garage and shoreline exemption permit only. Any futurE
permits on this site are subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
12.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map
effective August 28, 1998.
13.) An address 1064 Beckett Point Road, Port Townsend has been assigned to the Parcel. Beckett Point Road is
county local access (C617509).
14.) This parcel was created through Beckett Point Fishermen's Club Assessor's Plat under AFN 535120, recorded
June 24, 2008, Volume 8, pages 83-98 with the Jefferson County Auditor's office.
15.) The parcel is served by the Quimper public water supply.
16.) A building permit (BLD08-02335) to dimolish a spare room, deck, and 1/2 bath was finaled on January 6, 2009.
A zoning permit (ZON08-0070) for a SPAAD was approved on February 10, 2009. A road approach permit
(RAP08-0064) was reivewed in conjunction with the SPAAD. A building permit (BLD09-0275) for a detached
garage will be issued with the single family residence permit (BLD09-0274). A shoreline exemption
(SDP09-0066) for the single family residence and detached garage will be issued with the building permits. A
septic permit (SEP09-0109) was issued on December 22, 2009.
17.) Due to a recent Washington State Supreme Court Case: Futurewise v. WA State DCTED, Ecology, Case
#80396-0, the Critical Areas Ordinance (Chapter 18.22, JCC) does not apply to development within Shoreline
jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC) applies
to development within 200 feet of the OHWM.
18.) The proposed building envelope is in an area of small lots surrounded by residences, outbuildings and roads.
Per JCC 18.22.095 the administrator has determined the proposal is excluded from buffers for wetlands due to
physical separation and functional isolation created by Beckett Point Road.
19.) The proposal was sent to the Department of Archaeology and Historic Preservation (DAHP) and the Jamestowr
S'Klallam Tribe on September 22, 2009.
Comments were received from Skokomish Tribe on October 15, 2009 which states in part, "The Skokomish
Tribe concurs with the conclusions James Bard, Ph.D., RPA & Sylvester Lahren, Jr. Ph.D. of SWCA
Environmental Consultants has noted in their report and that monitoring be conducted by a professional
archaeologist prior to ground -disturbing activities.
Comments from the Department of Archaeology and Historic Preservation (DAHP) were received on December
7, 2009. The email states in part, "the excavation for the grinder pump must be monitored by a professional
archaeologist. The archaeologist should submit a short report of the monitorina and results after the excavatior
is complete.
Copies of these letters can be found in MLA09-00277 which is filed at the Jefferson County Deptartment of
Community Development.
20.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and performance
standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified
Development Code.
If during excavation or development of the site an area of potential archaeological significance is uncovered, all
activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer -run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the
ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as
causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries
Service can levy penalties. All areas in Jefferson County are included as "critical habitat" for a listed species.
Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if
protective measures are not taken. To minimize the potential to damage habitat, all property owners developinc
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following:
- All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters
- Remove minimal vegetation for site development, especially large trees
- Allow trees that have fallen into surface waters to remain there
- Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into
surface waters or roadside ditches
Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with
Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a
professional fisheries habitat biologist, and following the recommendations for site development provided by the
biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and
Wildlife Service.
APPEALS
Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within
twenty-one (2 1) calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC
18.40.340.
DC Administrator
M009-00277
L.
5 of 5
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION
WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58)
PROPONENT: VERNON BARNETT
PO BOX 1964
PORT TOWNSEND WA 98368
DATE ISSUED: December 23, 2009
DATE EXPIRES: December 23, 2010
MLA NUMBER: MLA09-00277 CASE NUMBER:SDP09-00066
PROJECT PLANNER: Michelle Farfan
PROJECT DESCRIPTION:
SHORELINE EXEMPTION in conjunction with a single family residence and detached garage (BLD09-00274 &
BLD09-00275)
WATERBODY AND/OR ASSOCIATED WETLANDS:
PROJECT LOCATION: Parcel number 932 200 729, Beckett Point Fisherman's Club, Assessor's Plat, South Beach
Annex Lot 29, Section 23, Township 30N, Range 2W, WM, located 1060 Beckett Point Rd, Port Townsend 98368
FINDINGS:
1.) The Administrator finds that this application complies with applicable provisions of the Unified Development
Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County
Comprehensive Plan and Land Use map.
2.) The application was reviewed by the Jefferson County Department of Community Development staff on
September 22, 2009 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions
of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and
an investigative site inspection, the following ESAs were confirmed to be present on the subject property:
suburban shoreline designation; wetlands; seismic; flood; SUSC aquifer recharge area; coastal SIPZ.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow
percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic
formations that contain sufficient saturated permeable material to yield significant quantities of water to wells
and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson
County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid
infiltration of recharge waters to groundwater aquifers.
5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and
groundwater that may combine to create problems with slope stability, erosion, and water quality during and
after construction or during natural events such as earthquakes or severe rainstorms.
6.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater
intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled
on upland areas cannot obtain freshwater suitable for public consumption without significant additional
treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily
through wells). The Washington Department of Ecology is the agency with statutory authority to regulate
groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land
use activities on islands and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent
possible by infiltrating stormwater runoff so that it recharges the aquifer.
7.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS
map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy
(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit
applications on existing lots of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of
chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
8.) The applicant is proposing to create or add 1420 square feet of impervious surface and 940 square feet of land
disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement
#2 (Construction Stormwater Pollution Prevention) of the Department of Ecology Stormwater Management
Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall
address permanent measures to stabilize soil exposed during construction, and in the design and operation of
stormwater and drainage control systems.
9.) Jefferson County determined that this proposal is categorically exempt from review under the State
Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i).
10.) The revised site plan dated August 17, 2009 has been reviewed for consistency under the UDC, and has been
approved by Jefferson County Department of Community Development. Any modifications, changes, and/or
additions to the stamped, approved site plan dated December 23, 2009 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
11.) This approval is for a single family residence, detached garage and shoreline exemption permit only. Any future
permits on this site are subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
12.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map
effective August 28, 1998.
13.) An address 1064 Beckett Point Road, Port Townsend has been assigned to the Parcel. Beckett Point Road is a
county local access (C617509).
14.) This parcel was created through Beckett Point Fishermen's Club Assessor's Plat under AFN 535120, recorded
June 24, 2008, Volume 8, pages 83-98 with the Jefferson County Auditor's office.
15.) The parcel is served by the Quimper public water supply.
16.) A building permit (BLD08-02335) to dimolish a spare room, deck, and 1/2 bath was finaled on January 6, 2009.
A zoning permit (ZON08-0070) for a SPAAD was approved on February 10, 2009. A road approach permit
(RAP08-0064) was reivewed in conjunction with the SPAAD. A building permit (BLD09-0275) for a detached
garage will be issued with the single family residence permit (BLD09-0274). A shoreline exemption
(SDP09-0066) for the single family residence and detached garage will be issued with the building permits. A
septic permit (SEP09-0109) was issued on December 22, 2009.
17.) Due to a recent Washington State Supreme Court Case: Futurewise v. WA State DCTED, Ecology, Case
#80396-0, the Critical Areas Ordinance (Chapter 18.22, JCC) does not apply to development within Shoreline
jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC) applies
to development within 200 feet of the OHWM.
18.) The proposed building envelope is in an area of small lots surrounded by residences, outbuildings and roads.
Per JCC 18.22.095 the administrator has determined the proposal is excluded from buffers for wetlands due to
physical separation and functional isolation created by Beckett Point Road.
19.) The proposal was sent to the Department of Archaeology and Historic Preservation (DAHP) and the Jamestown
S'Klallam Tribe on September 22, 2009.
Comments were received from Skokomish Tribe on October 15, 2009 which states in part, "The Skokomish
Tribe concurs with the conclusions James Bard, Ph.D., RPA & Sylvester Lahren, Jr. Ph.D. of SWCA
Environmental Consultants has noted in their report and that monitoring be conducted by a professional
archaeologist prior to ground -disturbing activities.
Comments from the Department of Archaeology and Historic Preservation (DAHP) were received on December
7, 2009. The email states in part, "the excavation for the grinder pump must be monitored by a professional
archaeologist. The archaeologist should submit a short report of the monitoring and results after the excavation
is complete. An archaeological monitoring plan must be prepared and submitted to DAHP and the Tribes for
review at least two weeks prior to any ground -disturbing activity".
Copies of these letters can be found in MLA09-00277 which is filed at the Jefferson County Deptartment of
Community Development.
20.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and performance
standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified
Development Code.
If during excavation or development of the site an area of potential archaeological significance is uncovered, all
activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer -run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the
ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as
causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries
Service can levy penalties. All areas in Jefferson County are included as "critical habitat' for a listed species.
Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if
protective measures are not taken. To minimize the potential to damage habitat, all property owners developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following:
- All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters
- Remove minimal vegetation for site development, especially large trees
- Allow trees that have fallen into surface waters to remain there
- Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into
surface waters or roadside ditches
Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with
Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a
professional fisheries habitat biologist, and following the recommendations for site development provided by the
biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and
Wildlife Service.
CONDITIONS:
1.) APPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON SITE TO MONITOR AND EVALUATE
DURING ANY EXCAVATION.
THE ARCHAEOLOGIST IS REQUIRED TO SUBMIT A SHORT REPORT OF THE MONITORING AND
RESULTS AFTER THE EXCAVATION IS COMPLETE AND SUBMIT IT TO THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (MICHELLE FARFAN) AND DEPARTMENT OF ARCHAEOLOGY AND
HISTORIC PRESERVATION (GRETCHEN KAEHLER).
2.) PRIOR TO FINAL BUILDING INSPECTION, PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN
ORIGINAL "FINISHED" CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED
BY A LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO CERTIFY ELEVATION
INFORMATION IN THE STATE OF WASHINGTON.
3.) DESIGN CRITERIA FOR SPLASHBLOCKS
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE
DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND,
LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD
FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP)
SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT,
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE
PRIMARY AND RESERVE DRAINFILED AREAS.
4.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A
CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000
FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE
WITH THE SPECIFICATIONS. (BMP C105,2005 DOE STORMWATER MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR
STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR
STABILIZED ON STIE,
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY
SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED
AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED.
5.) A SILT FENCE SHALL BE INSTALLED LANDWARD OF THE "HISTORIC BUILDING LINE" PRIOR TO ANY
LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE
THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE
INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER.
THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT
SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE.
THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE
GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER
THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE
AND SCOURING CAN NOT OCCUR.
ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY
ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED.
6.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements #1 through #12
of the Department of Ecology's Stormwater Management Manual for Western Washington to control
stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize
soil exposed during construction, and in the design and operation of stormwater and drainage control systems.
7.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development.
Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan
and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the
property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan
compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the
installation of temporary sedimentation and erosion control measures have been completed.
8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or
sanitary hazard.
10.) 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.
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. Pre-existing legal lots of record less than one acre in size in rural
residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area
of Impervious Surface Coverage" to the maximum extent practicable as determined by the administrator. Lot
coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc.
12.) The building height is not to exceed 35 feet.
13.) Setback from Beckett Point Road right-of-way is no less than 20 feet for the single family residence. The
detached garage (across the street) shall be no less than 5 feet from Beckett Point Road right-of-way
(administrative reduction approved on September 16, 2009) Side setbacks are no less than 5 feet. Rear
setback (shoreline) is a minimum of 30 feet from Ordinary High Water Mark and landward of the "Historic
Building Setback Line".
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.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention
Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15).
18.) Construction Materials and Methods of Construction to Reduce Flood Hazard
(i) All new construction and substantial improvements shall be constructed with materials and utility equipment
resistant to flood damage.
(ii) All new construction and substantial improvements shall be constructed using methods and practices that
minimize flood damage.
(iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be
designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the
components during conditions of flooding. Locating such equipment below the base flood elevation may cause
annual flood insurance premiums to be increased.
19.) New construction and substantial improvement of any residential structure shall have the lowest floor, including
basement, elevated one foot or more above the base flood elevation (BFE).
20.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to
automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater.
Designs for meeting this requirement must either be certified by a registered professional engineer or architect
or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less
than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom
of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers,
or other coverings or devices provided that they permit the automatic entry and exit of floodwater.
21.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding
Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance
07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply
systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells
shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the
systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
22.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral
movement of the structure.
2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be
installed using methods and practices that minimize flood damage. Anchoring methods may include, but are
not limited to, use of over -the top or frame ties to ground anchors.
iZ Z3 0 -
ep rtment of Com unity Developmenf Staff
Department of Ecology, Shorelands Office, Jeffree Stewart ,
Washington State Department of Fish & Wildlife,
Washington State Department of Natural Resources, Wff Schreck
Page 1 of 1
Michelle Farfan
From: Randy Marx
Sent: Tuesday, December 22, 2009 10:53 AM
To: Michelle Farfan
Subject: BLD09-274 is R E A D Y
Zuj"[al zttaAx
Always Working For a Safer & Healthier Jefferson County
360 38.5 9444
><>><> >< ><{ { { > ><((((O> > <� ((((O> > <
CONFIDENTIALITY NOTICE: chis e-mail message, including any attachments, is for the sole use of the intended recipient
(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is
prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the
original message
12/22/2009
DEC.21.2009 13:55
1220-2009
HAD uC;Y 01252 P.001 /001
Bishop Brothers Constrution
371 Bishop Hill Ind.
Chimacum, WA.
I know everybody is busy with all of the layoffs. But .l do have two building
permits that I am waiting; for. I would not be asking for you to rush these,
but my crew has been laid off for three weeks and will not be back to work
unti I 1 get at least one of the permits.
Thank You
Loren Bishop
D EC 2 1 2009
Page 1 of 1
Michelle Farfan
From: Michelle Farfan
Sent: Wednesday, December 16, 2009 5:43 PM
To: Randy Marx
Subject: SEP09-00109 & BLD09-0274; 1064 Beckett Point Rd, PT
Hi Randy:
Just checking to see what the status is on the septic permit.
DAHP stated the applicant will need to have the excavation for the grinder pump and land disturbance
monitored by a professional archaeologist and concur with the archaeological survey prepared by James
Bard & Sylvester Lahren.
I've signed off on the ESA activity and put conditions in the septic case.
Please let me know when you have signed off on septic in the bld case.
Thanks.
Michelle Farfan
Associate planner, FHM Lead
Dept• of Community Development
621 Sheridan
Port Townsend WA 98368
mfarfan@co.jefferson.wa.us
360-379-4457
360-379-4473 (fax)
All voice messages and e-mails received by Jefferson County may be subject to
Public Disclosure under Chapter 82.56 RCW
Please note that DCD hours changed as of December 1, 2008. our office is
open to the public 9:0o am - q:30 pm Monday to Thursday and closed on FridaYs.
12/16/2009
November 30, 2009
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Gretchen Kaehler
Dept. of Archaeology & Historic Pres.
1063 South Capital Way, Suite 106
Olympia WA 98501
Kathleen Duncan
Jamestown S'Klallam Tribe
1033 Old Blyn Highway
Sequim WA 98382
621 Sheridan Street
Port Townsend, WA 98368
Al Scalf, Director
Re: 1064 Beckett Point Road, PT; APN 932-200-729 (MLA09-00277/BLD09-00274 & 0275)
Dear Gretchen and Kathleen:
Enclosed is a copy of an Archaeological Survey prepared by James C. Bard, Ph.D., RPA and
Sylvester L. Lahren, Jr. Ph.D. for the Vernon Barnett parcel located at Beckett Point as described
above.
Please review the report and let me know if you have questions or comments. You may email
comments to me at mfarfan ,co.jefferson.wa.us or contact me directly at 360-379-4457.
Regards,
-1%!A
Michelle Farfan
Associate Planner, FHM Lead
Enclosure
Building Permits/ Inspections Development Review Division Lonci Range Planning
(360) 379-4450 FAX: (360) 379-4451
Page 1 of 1
Michelle Farfan
From: Michael Hoskins
Sent: Thursday, December 03, 2009 9:51 AM
To: Michelle Farfan
Subject: Plan Review Complete
MLA09-277/ BLD09-00274 and BLD09-275(SFR and Garage)
m
12/9/2009
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ARCHAEOLOGICAL SURVEY AND PRESENCE/ABSENCE TESTING
HOUSE AND GARAGE FOUNDATIONS
1064 BECKETT POINT ROAD, JEFFERSON COUNTY, WASHINGTON
James C. Bard, Ph.D., RPA and Sylvester L. Lahren, Jr. Ph.D.
SWCA Environmental Consultants
434 NW 6th Ave #304, Portland, Oregon
November 22, 2009
Introduction
Diane Holmes and Vern Barnett plan to construct a single family residential structure and detached
garage on Lot 29 (MLA09-00277). Once constructed, this residence will be known by its future street
address - 1064 Beckett Point Road, Port Townsend, Washington (Figure 1). Beckett Point is a small point
jutting out into Discovery Bay located 10 miles from the City of Port Townsend in Jefferson County,
Washington. Beckett Point is owned by the Beckett Point Fisherman's Club, which land -lease lots on a
long term basis.
Beckett Point is the location of prehistoric archaeological site 45JE305. Application to build on Lot 29
was reviewed by the Jefferson County Planning Department. In its reply of October 6, 2009 to Ms.
Michelle Farfan (Planner, Jefferson County), Gretchen Kaehler (Assistant State Archaeologist,
Department of Archaeology and Historic Preservation [DAHP]) informed the County that the proposed
project lies within the boundaries of 45JE305 but that Lot 29 has not been surveyed for archaeological
resources. DAHP, therefore, stipulated that a professional archaeological survey of the project area be
conducted prior to construction and/or ground disturbing activities including clearing and grading. DAHP
recommended consultation with the concerned Tribes' cultural committees and staff regarding cultural
resource issues
Holmes/Barnett retained SWCA Environmental Consultants to conduct an archaeological survey and to
consult with the concerned Tribes. Fieldwork was conducted by Dr. Bard and Dr. Lahren on November 9,
2009. No cultural resources were encountered on Lot 29.
Consultations
Consultation with DAHP staff was attempted on November 4, 2009 by telephone. With key DAHP staff
out of the office on field assignments, an email message from Dr. Bard was sent to Ms. Gretchen Kaehler
and Ms. Stephenie Kramer. The message briefly described SWCA's proposed field methods and Tribal
consultation plans, provided photos of the project area prior to fieldwork, and other illustrations from
the 45JE305 site form and previous report prepared by Wessen and Hutchings (2007).
Kathy Duncan, Cultural Resource Coordinator, Jamestown S'Klallam Tribe and Kris Miller, THPO,
Skokomish Tribe were contacted by Dr. Lahren on November 4, 2009 by telephone. A follow-up email
was sent to these tribal officials with the same information and attachments provided to DAHP. The
Jamestown S'Klallam and Skokomish Tribes were invited to participate in the survey and
presence/absence testing.
Figure 1. Beckett Point Project Area, Jefferson County, Washington (map from Wessen and Hutchings
2007:2).
On November 5, 2009, Dr. Lahren met with Kathy Duncan in her office to discuss the project. Ms.
Duncan expressed her intent to be presence during the survey and presence/absence testing. Due to
inclement weather on November 9 when the fieldwork was conducted, Ms. Duncan tried to call
Sylvester Lahren to confirm that the project was in progress. Due to the poor cell phone reception in the
project area, her call was not received. A call was made to Ms. Duncan after the completion of the
fieldwork to inform her that no cultural resources were observed. A copy of this report will be sent to
both Ms. Duncan and Ms. Miller.
2
Project Description
The Holmes/Barnett project area is located in Section 23, Township 30 North, Range 2 West (Gardiner,
Wash. 1984 USGS 7.5 minute quadrangle). The Holmes/Barnett Lot 29 is located on the south side and
about in the middle of Beckett Point, on Discovery Bay (Figure 2.)
Figure 2. Beckett Point Road. Lot 29 lies on the south side and middle of the point (figure from Wessen
and Hutchings 2007:3).
Viewed from the hill to the east, Lot 29 is located between the third and fourth houses (from left to
right) facing Discovery Bay. The red house is 1070 Beckett Point Road and the aqua -green house is 1060
Beckett Point Road. The Holmes/Barnett residence will be 1064 Beckett Point Road (Figure 3).
Figure 3. Beckett Point Road. (photo by Wessen and Hutchings 2007:4).
The proposed Holmes/Barnett residence will be approximately 20 by 40 feet (800 sq. ft.) with a 22 by 24
foot (528 sq. ft.) detached garage across the street on the north side of the lot (Figure 4).
Figure 4. Lot map — Lot 29.
4
Figure 4 (above) is the lot map and schematic building plan. It is oriented correctly to be viewed in
relationship with other figures. Subsequent to the preparation of this drawing, Holmes/Barnett had
already moved the proposed location of the sewer grinder box from the spot shown in Figure 4 to a new
location closer to 1060 than to 1070 even further away from D3 (Figure 5). A 14 inch deep foundation
footing trench will be excavated along the perimeter of the new house. A short trench for a new sewer
and water hook-up about 18 to 20 inches deep and a grinder pump (about 6 feet deep) will be placed
very close to the new sewer line located on the south edge of the street.
Confidential - DAHP only
Figure 5. Beckett Point showing locations of potentially intact and disturbed midden. (Wessen and
Hutchings 2007:4).
Figure 6. Detailed views of Lot 29 in relationship to D3 and 1060 and 1070 Beckett Point Road.
Figure 6a shows the approximate boundary of D3. Figure 7 shows the space between 1060 and 1070
Beckett Point Road where Lot 29 (the future 1064 residence) will be constructed. In addition, a small
garage structure associated with the new residence at 1064 Beckett Point Road will be erected across
the street. Notice the two square-shaped structures —each directly across the street from 1050 and
1060 (Figure 6b); 1064 will also have such a structure directly across the street as well. Also note that
the smallish projection of residence 1060 was removed during a recent remodeling. This resulted in the
creation of adequate space to accommodate a new residential construction. As can be seen below in
Figure 7, residence 1060 (aqua colored exterior paint) no longer has the projection shown in Figure 6b.
Figure 7. View of Lot 29 from 'front end' of the future 1064 residence back towards Beckett Point Road.
Just to the right of the man on the right can be seen a pile of debris. This debris pile is the future
location of the garage. It will be similar in appearance and design to the existing garage (partly blocked
by a pickup truck). If the man on the right was to walk a few steps closer to the camera, and step onto
the subject parcel, he would be standing at the re -located spot where the sewer grinder will be
constructed. The little green shrub/bush at the corner of the red residence (1070) is the approximate
boundary of D3. As can be seen, movement of the sewer grinder away from the green shrub/bush
moves this 'impact' away from D3.
Prefield Research'
Prior to 2007, there had been no archaeological studies of Beckett Point. According to Gunther (1927),
Beckett Point is located within the traditional territory of the S'Klallam Indian cultural group (Wessen
2009:1). In 2007, an archaeological survey and evaluation of site 45JE305 was conducted on Beckett
Point in order to allow the installation of a new sewer line system (Wessen and Hutchings 2007, Wessen
2007). Wessen (2009:1-2) states that his literature search for this project revealed no ethnographic or
early historic documents that identified a S'Klallam settlement on Beckett Point. Referring to his work in
2007 Wessen states:
That worked (sic) identified areas of apparently intact, and clearly disturbed, shell midden deposits
at several locations on the Beckett Point landform. The graves, however, were not directly
associated with the shell midden deposits and it is therefore not possible to draw clear inferences
about where additional graves might be located. As such, the entire landform was recorded as
archaeological site 45JE305 (Wessen 2007) (Wessen 2009:1-2).
This 2007 study did not evaluate the Holmes/Barnett Lot 29 location. However, the authors did conduct
subsurface tests on the adjacent properties (1060 and 1070) on both sides of Lot 29. The adjacent lot
addresses of 1060 and 1070 were used by Wessen and Hutchings to designate their subsurface test
units. As noted in their report, Wessen and Hutchings conducted their work close to the street in the
construction APE of the new sewer line. The following is quoted from the Wessen and Hutchings 2007
report, Appendix C, page 4:
Subsurface
Depth
Matrix Description
Comment
Test #(cm)
1070
0-53
10YR/2/2 med. sand w/ large amounts of FCR and
Lawn/Disturbed
whole/frag shell
Midden
(butter/steamer/cockle/thais/mussel) plus fish
vertebrate, rodent, and bird bones
53-60
Clean sand
Fill for septic system?
60-65
Clean gravel
Drain rock?/
Term.@ 65cm/Rock
1060
0-60
10YR/4/2 very compact angular to subr
Fill
gravelly sand and few cobbles
60-83
10YR/3/2 gravelly sand
Fill
83
Chunk of black organic w/ no shell;
Intact or disturbed
Term.@ 83cm/Rock
ABP?
These subsurface test results provide a context for the testing effort of the current report. No cultural
deposits were found at address 1060. At address 1070 they found what they thought was a disturbed
midden. This disturbed midden is identified in Figure 10, page 33 of the Wessen and Hutchings report as
D3 -Disturbed Midden (see Figure 6 above). The placement of a perfectly round circle that establishes
this midden's boundary is almost in alignment with and directly north of the 1070 residence. Due to the
use of a round circle graphic device for the approximate boundary, D3 appears to extend slightly to the
west into Lot 29.
I. A comprehensive natural and cultural resources context for Beckett Point was provided by Wessen and
Hutchings (2007). The reader is referred to that document in particular for additional information.
7
Field Survey and Presence/absence Testing
An archaeological survey and presence/absence shovel testing was conducted on the Holmes/Barnett
Lot 29 on November 9, 2009. The excavation footprint of the proposed residential structure, detached
garage, and grinder pump had been outlined on the ground surface with orange spray paint (Figure 7).
Vern Barnett, Lot 29 lease holder, visited the property for a short time during the fieldwork.
A pedestrian survey was conducted which covered 100% of the surface area of Lot 29 on both sides of
the Beckett Point Road. Most of the surface area was covered with lawn. The only area which did not
have lawn cover was the area that was under the extension of the residence (1060) that had been
removed. The surface survey did not reveal any cultural resources.
Upon completion of the surface survey, the presence/absence shovel testing was conducted. All shovel
test units (STUs) were hand excavated with a shovel and a clamping post hole digger. All excavated
materials were set aside and visually examined as each shovel full was extracted. No screening was
attempted because no midden was apparent during the shovel testing.
The first STU was excavated in the NE corner of the lot on the south side of the street (Figure 8). This
was the area identified as D-3 a disturbed midden. We placed three STUs in this area to see if the
disturbed midden did cross the Lot 29 boundary. See Appendix A for the Subsurface Soil Log for all of the
13 STUs. All three units were culturally sterile and their soil profile documented that this area consisted
of fill materials. These 3 units verified that D-3 did not extend into Lot 29.
Figure 8. View of STU 1. This STU was placed on the property corner — the location closest to D3.
Sediments are culturally sterile.
M
Our visual inspection of this D-3 disturbed midden area found that this elevated area on the north side
of the 1070 residence is actually an above the ground mound drain field system for that residence.
Mound drain fields are constructed by laying the drain pipe on the existing surface and covering them
with washed rock and then sand to facilitate percolation of the sewage fluids as they are pumped
through the system. A drain field clean out was noted on the north east corner of the drain field. It
appears that the spoil from the excavation of the residence crawl space may have been used to cover
part of this above the ground mound drain field. In Wessen and Hutchings' field logs, noted above, they
mention the appearance of sand between 53-60 cm and clean gravel from 60-65 cm and ask the
question, if these materials were for a septic system and if the gravel was drain rock? We feel the
answer to this question is yes.
STUB 4-10 tested the perimeter of the proposed new residence and all of them consisted of fill materials
and were also culturally sterile. STU 11 was the grinder pump location and it was identical to the
previous 10 units. STUs 12 and 13 were placed across the street on the north side of the property where
the garage was to be located. Both of these STUs sediments were identical to the first 11 units and they
were devoid of cultural materials.
The depositional structure exposed in the 13 shovel probes throughout the proposed construction site
confirmed a shallow A -horizon with a sand/gravel fill material. The origin of the fill on Lot 29 is
unknown. We are confident that the sand and gravel combination below the shallow A -horizon was the
same fill material as identified in 1060 and 1070 testing by Wessen and Hutchings in 2007.
On the south side of Lot 29 is a concrete retaining wall that measures 41 inches on the beach side. Based
on this measurement it is estimated that the wall is 48 inches tall and that 7 inches is buried on the
beach side from wave action. A measurement taken on the lot side of the retaining wall from the top to
the existing lawn was 12 inches. This suggests that there is at least 3 feet of fill on Lot 29.
We find Wessen and Hutchings (2007:32) comments to be consistent with our findings. They note the
significance of these smaller areas (of disturbed midden) is uncertain and that while they could
represent small areas of prehistoric cultural activity that have been extensively disturbed, it is suspected
that at least some of them represent the use of shell midden sediments as a fill material during historic
development of the point. They further note that "if we are correct - - that to some extent - - shell
midden sediments have been used as fill material, it is appropriate to ask where the midden sediments
originally came from." They conclude by suggesting that although specific information is lacking, it is
likely that all this (midden) material is local in the sense that all of it probably comes from Beckett Point.
The existing information would indicate that re -deposited shell midden materials probably were
obtained at one or more locations close to the base of the point and were then used to fill in lower areas
to the west.
Conclusions and Recommendation
The archaeological survey did not reveal any cultural resources on the surface. The shovel probe
presence/absence testing of the disturbed midden area, foot print of the residence, grinder pump
location, and the garage of Lot 29 revealed no subsurface cultural materials in any of the 13 probes.
This testing has also confirmed that the disturbed midden identified by Wessen (2007:33) known as D3
does not extend into Lot 29. The shovel probes did confirm that the entire foot print of the new
residence and garage will be constructed on fill material that appears to be approximately 3 feet deep.
9
Construction of the footings for the residence and garage should have no effect on any cultural deposits
or features in the 45JE305 site area.
We are concerned about the excavation depth of 6 feet that is required to install the grinder pump. Due
to this excavation depth, we recommended that this grinder pump location be monitored during its
excavation.
A confidential copy of this report and updated site form will be sent directly to the Department of
Archaeology and Historic Preservation.
References Cited
Gunther, Erna
1927 Klallam Ethnography. University of Washington Publications in Anthropology 1(5):171- 314.
Wessen, Gary and Richard Hutchings
2007 An Archeological Survey and Evaluation of the Beckett Point (45JE305) Study Area, Jefferson
County, Washington. A report prepared for Public Utility District No. 1 of Jefferson County
by Wessen & Associates, Inc. Burien.
Wessen, Gary
2009 A Report of Archaeological Monitor of the Excavation of a House Foundation at 840 Beckett
Point Road, Jefferson County, Washington. Wessen & Associates, Inc. Burien.
2007 A Report of the Recovery of Human Bones and Associated Archaeological Materials at
Beckett Point (45JE305), Jefferson County, Washington. A report prepared for Public Utility
District No. 1 of Jefferson County by Wessen & Associates, Inc. Burien.
10
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ASSESSOR'S PLAT
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RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON
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SIGNED THIS INSTRUMENT, ON OATH STATED
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LEGAL DESCRIPTION
GOVERNMENT LOT 1 IN SECTION 23, TOWNSHIP 30 NORTH. RANGE 2 WEST, W.M., JEFFERSON COUNTY. WA; ALSO
GOVERNMENT LOT 3 IN SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WA; ALSO
GOVERNMENT LOT 2 IN SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WA; ALSO
THE TIDELANDS OF THE SECOND CLASS, SITUATE IN FRONT OF, ADJACENT T0, OR ABUTTING UPON THAT PORTION OF
LOT 1, SECTION 23, TOWNSHIP 30 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, AS MEASURED
ALONG TIE MEANDER UNE AS FOLLOWS:
BEGINNING AT THE NORTH MEANDER CORNER ON THE EAST UNE OF SAID SECTION 23 AND RUNNING THENCE SOUTH
46' WEST 6.15 CHAINS, SOUTH 37' WEST 25 CHAINS AND SOUTH 8.00 CHAINS TO AN ANGLE POINT IN SAID MEANDER
LINE ME TERMINAL POINT OF THIS DESCRIPTION.
EKCEPTINIG THEREFROM THOSE PORTIONS AS CONVEYED TO JEFFERSON COUNTY FOR ROAD PURPOSES BY DEEDS
RECORDED UNDER AUDITOR'S FILE NOS.92088 AND 136690, BOTH RECORDS OF JEFFERSON COUNTY, WASHINGTON.
ALL SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON.
NOTE
TRACTS A,B.C,D,E,F.G, AND H ARE IN COMMON OWNERSHIP, TRACT E MAY BE SOLD OR SUBDIVIDED IN THE FUTURE
SUBJECT TO THE BY-LAWS OF THE BECKETT POINT FISHERMAN'S CLUB AND LOCAL LAND USE REGULATIONS
NOTICE TO POTENTIAL PURCHASERS
THE HISTORIC BUILDING LINE IS
FOR THE SHORELINE SETBACK ONLY
SETBACK NOTE
HISTORIC BUILDING LINE SHOWN ON SHEETS 3-10 IS
DRAWN PER AERIAL PHOTOGRAPHS AND WAS NOT
LOCATED BY SURVEY PROCEDURES.
ASSESSOR'S AFFIDAVIT:
I JACK WESTERMAN III, DULY SWORN ASSESSOR IN AND FOR THE COUNTY OF JEFFERSON, DO HEREBY , WITH THE
PERMISSION OF THE JEFFERSON COUNTY COMMISSION, REQUEST THE FILING OF THIS PUT TO BE KNOWN AS
'BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT.I AFFIRM THIS PLAT IS TO BE FILED FOR THE PURPOSE OF
ASSIGNMENT OF PARCEL NUMBERS AND CLARIFICATI OF THE LOT OWNERSHIP IN BECKETT POINT FISHERMAN'S
CLUB SSESSO'$ PLAT AS PER RESOLUTION NO./�- OL_ AND AS RECORDED UNDER AUDITOR'S FILE NUMBER
RECORDS OF JEFFERSON C UNNTMY, STATE OF WASHINGTON.
��_SSOR DATED 7HI5__= DAY OF��20�8
K WESTERMAN III, ASSESSOR
JEFFERSON COUNTY ASSESSOR _Q
EXAMINEEEDDD AND APPROVED THIS 2O DAY OF � A.Uttt 202&
SON CCUNTY ASSESSOR DEPU JEFFERSON COUNTY ASSESSOR
JEFFERSON �TCOUNTY TREASURER
I,-(j'1yL�L YL-SJ�CL% TREASURER OF JEFFERSON COUNTY, WASHINGTON, HEREBY
CERTIFY THAT ALL TAXES AND/qt ASSESSMENTS DUE ARE PAID IN FULL, UP TO AND
INCLUDING THE YEAR 20111�__.
1.
JEFFERSON COUNTY E URERU
THIS SURVEY IS FOR THE PURPOSE OF DEFINING THE BOUNDARIES OF LEASE PARCELS (LOTS) AND DOES NOT
PURPORT TO SHOW ANY OR ALL ENCROACHMENTS BETWEEN THE LOTS OR INTO THE PUBLIC RICHT OF WAY.
THE WATERSHED LIMITS OF LEASE PARCELS ABUTTING DISCOVERY BAY IS NOT DEFINED. CORNER MARKERS WERE
SET IN LOCATIONS WHICH PROVIDE CONVENIENT ACCESS AYD PROTECTION FROM TIDAL EROSION,
MINOR DIFFERENCES IN THE LOT DIMENSIONS WERE FOUND IN COMPARISION WITH THE RECORD OF SURVEY
RECORDED UNDER AFN 507486, RECORDS OF JEFFERSON COUNTY, WASHINGTON.
DIMENSIONS SHOWN ON THIS PLAT SUPERCEDES DIMENSIONS SHOWN ON SAID RECORD OF SURVEY
HEALTH DEPARTMENT NOTES:
NO HEALTH DEPARTMENT REVIEW OF THE SOILS OR SITES HAS BEEN COMPLETED FOR THIS 'ASSESSOR'S PLAT.
THEREFORE NO APPROVAL I$ GIVEN NOR IMPLIED AS TO THE FUTURE ABILITY OF THE PROPERTIES OR LOTS BEING
CREATED TO OBTAIN A SEPTIC PERMIT. NO REVIEW OR APPROVAL HAS BEEN GIVEN, NOR SHOULD IT BE INFERRED
THAT ANY PROPERTY OR LOT WILL BE ALLOWED A CONNECTION TO THE COMMUNITY SEPTIC SYSTEM BASED ON THE
APPROVAL OF THE 'ASSESSOR'S PLAT'. ALL FUTURE PROPOSALS FOR DEVELOPMENT SHALL MEET DESIGN
STANDARDS AND REGULATORY REQUIREMENTS IN EFFECT AT THE TIME OF APPLICATION FOR A SEWAGE DISPOSAL
PERMIT.
APPROVAL OF THIS 'ASSESSORS PLAT SHALL NOT REDUCE NOR DIMINISH IN ANY WAY THE REQUIREMENTS LISTED
IN THE WASHINGTON ADMINISTRATIVE CODE AND/OR THE JEFFERSON COUNTY CODE AND POLICIES THAT REGULATE
ON-SITE SEWAGE SYSTEMS.
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS ASSESSOR'S PLAT OF
BECKETT POINT FISHERMAN'S CLUB IS
BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTIONS 23 AND 24, TOWNSHIP 30
NORTH, RANGE 2 WEST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY
THEREON; THAT THE THE LOT AND BLOCK CORNERS
WILL BE STAKED CORRECTLY ON THE
GROUND AS CONSTRUCTION IS COMPLETED AND THAT
I HAVE FULLY COMPLIED WITH THE
PROVISIONS OF RCW 58.18.010.
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THOMAS E. BATTEY, PROFESSIONAL LAN
SURVEYOR. CERTIFICATE NO. 30425
WESTSOUND ENGINEERING
217 WILKINS DRIVE S.W.
7p'Y4T. LAND
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PORT ORCHARD, WASHINGTON 98366
PHONE: (360) 876-3770
RECORDING CERTIFICATE
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NA VOLsUISM!_E __T _-__ OF PLATS, PAGE(S1)�Sj(.ti2
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PAST 4`1M AND RECORDED IN
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JEFFERSON COUNTY AUD OR F a
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