HomeMy WebLinkAboutBLD2010-00363 JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
APPLICANT: NORTHWEST SCHOOL OF WOODEN
BOAT BUILDING
42 N WATER ST
PORT HADLOCK WA 983398706
DATE ISSUED:
DATE EXPIRES:
MLA NUMBER:MLA10-00382
PROJECT PLANNER:David Wayne Johnson
PROJECT DESCRIPTION:
NEW BOAT CONSTRUCTION SHOP
PROJECT LOCATION:
Parcel number 901 013 016, Section 1, Township 29, Range 1W, WM, located at 163 Lower Hadlock Rd, Port Hadlock
98339
CONDITIONS:
1.) 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.
2.) A Stromwater 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
f installation of temporary sedimentation and erosion control measures have been completed.
3.) The proponent shall contact the Jefferson County Public Works Department at(360) 385-9160 for an inspection
prior to backfilling the stormwater infiltration trenches.
4.) " In order to meet the requirements of the Jefferson County Unified Development Code and the Washington
Department of Ecology Stormwater Management Manual for Western Washington Minimum Requirement#10
Operation and Maintenance and to ensure that the approved stormwater management facilities are
appropriately maintained for the life of the project, Jefferson County requires the proponent to enter into a
Stormwater Management Facility Maintenance Agreement with the County. The Department will send a copy of
the Agreement that has been signed by the Public Works Director to the proponent. Prior to final project
approval, the proponent shall sign the Agreement before a notary and file it with the Jefferson County Auditor.
5.) Maximum lot coverage is not to exceed 60%. Lot coverage is defined as amount of impervious surface which
includes roof tops, driveways, concrete, etc.
6.) The building height is not to exceed 35 feet.
7.) Building setbacks from Lower Hadlock Road are no less than 20 feet. Side and rear setbacks are 5 feet from
RVC Commercial property and 35 feet from Residential property.
8.) Exterior flashing, moving, or blinking lighting is prohibited, except as required by local, state, or federal
standards.
9.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet(30') in height from the finished
grade. 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.
10.) 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.
11.) All ingress/egress to a parking lot containing 4 or more parking spaces shall be developed so vehicles entering
and leaving the parking lot are traveling in a forward motion.
12.) All noise emitting machinery that cannot in any other way operate below the maximum permitted noise level
shall be housed in a sound-attenuating structure.
13.) The intensity of sound emitted by any commercial or industrial activity shall not exceed levels estabished by the
Washington State Department of Ecology under WAC 173-60, and by Jefferson County under Resolution No.
67-85, "Establishment of Environmental Designations for Noise Abatement Areas for Jefferson County."
14.) The storage and handling of inflammable liquids, liquified petroleum, gases and explosives shall comply with
rules and regulations falling under the jurisdiction of the fire marshal, the laws of the state and other local
ordinances. Bulk storage of inflammable liquids below ground shall be located no closer to the property line
than the greatest dimension (diameter, length, or height) of the tank.
15.) A 10' separation is required between the water lines and all onsite sewage system components.
16.) The transport line permitted under SEP10-00146 shall be finaled and all conditions met prior to final approval of
the building.
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.) See MLA10-00303 for zoning approval and Hearing Examiner Decision dated October 18, 2010 for findings.
3.) The applicant is proposing to create or add 9,000 square feet of impervious surface and 11,000 square feet of
land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan
meeting Minimum Requirements#1 through#10 of the Department of Ecology Stormwater Management
Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion
and sediment during construction and shall address permanent measures to stabilize soil exposed during
construction, and in the design and operation of stormwater and drainage control systems.
4.) The site plan as submitted with the Building Permit application on October 13, 2010 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 13, 2010 shall be resubmitted for review and approval by Jefferson County Department of
Community Development.
5.) This approval is for a New 4,800 Square Foot Boat Construction Builidng with associated Vista Parking for 37
cars 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.
6.) 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.
7.) The existing road approach was approved under RAP04-00045.
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 (21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC
18.40.340.
c I
it 1' 201
Adm istrator
MLA10-00382
3 of 3
i
APPROVED
3TORMWATER PLAN
tiA frit; JEFFERSON COUNTY DEC # 3
.4 DEPARTMENT OF COMMUNITY DEVELOPMENT '
� ,,. 621 Sheridan Street• Port Townsend • Washington 98368 itiert�. _"; DF.V»: s NT
0 360/379-4450 . 360/379-4451 Fax loft,
http://www.co.jefferson.wa.us/commdevelopment/ l /pow A
STORMWATER
SITE PLAN SUBMITTAL TE P A f
MLA# I D r3 Z PROJECT/APPLICANT NAME: iV VU -SIP",—0 L v W 00 0 G
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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.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
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Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
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3. Describe the existing ve etation. Indicate native vegetation areas on the site map.
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4. Describe the existing soils. Indicate soil type on the site map.
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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.
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6. Describe any excess levels of noise generated by the proposed use or activity:
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7. escr� signicarrtjgeog phic fea res and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
teep slopes,etc.)on the -te. Indi to location on the site map. D c)
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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.).
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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.
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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.]
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11. Describe the performance goals and standards applicable to the project.
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12. Describe 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.
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.
stomiwater site plan template—rev.10/21/2008
7
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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. /
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2. Establish Construction Access.
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3. Control Flow Rates.
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4. Install Sediment Controls.
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5. Stabilize Soils.
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6. Protect Slopes.
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7. Protect Drain Inlets.
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stormwater site plan template-rev.10/21/2008
12 Required Elements-Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
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9. Control Pollutants.
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
11. Maintain Best Management Practices(BMPs).
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12. Manage the Project.
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2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
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b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
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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 9
b. Description of special requirements for working in or near environmentally sensitive areas.
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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).
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5. Construction Phasing.
a. Construction sequence
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b. Construction phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
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.
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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. 5'c
a. Sediment Ponds/Traps. I"O 2 K SKI=T
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template—rev.10/21/2008 10
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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
separate 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
11
Stormwater Changes
If the designer wishes Plan to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD Site prior to construction. The submittal shall incude 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
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(LANDO prr.—UTHORIZ E TATIVE SIGNATURE) (DATE)
THIS SPAC BE U O A I D I T I O N A L NOTES, IF NEEDED:
12
stormwater site plan template—rev.10/21/2008
P;?.. Jefferson County
Department of Public Works
.r C
i 623 Sheridan St.
' Port Townsend, WA 98368
4 ` (360)385-9160
Frank Gifford, Public Works Director
Monte Reinders, P.E., County Engineer
MEMORANDUM
TO: David W. Johnson
Department of Community Development
FROM: James W. Pearson, Project Manager
DATE: November 19,2010
RE: ZON10-00072 Northwest Wooden Boat School
Stormwater management
The Public Works Department has reviewed the referenced proposal and notes the following:
• The Jefferson County Unified Development Code,Chapter 18.30.070 Stormwater Management
Standards adopts the standards and minimum requirements of the Washington Department of Ecology
Stormwater Management Manual for Western Washington.
• The proposal will create more than 5,000 square feet of new impervious surface for the building and
driveway,and parking. The Stormwater Management Manual requires proponents of developments that
meet these criteria to develop and implement a Stormwater Site Plan that complies with Stormwater
Manual Minimum Requirements#1-#10.
• The proposal site was formerly a sand and gravel pit.
• The proponent has submitted a Jefferson County Stormwater Management Site Plan template. It proposes
to implement a construction stormwater pollution prevention plan and to collect stormwater runoff from
the building and infiltrate it in two 40' long x 3'wide trenches adjacent to the building.The sizing of the
trenches is proportionate to the sizing of the infiltration trenches that were previously installed for the
adjoining RUBB shelter.Runoff from the additional driveway and parking area will be directed to
adjoining ditches and infiltrated.
Based on these considerations,the Department has the following recommendations:
• The proponent shall contact the Jefferson County Public Works Department at(360)385-9160 for an
inspection prior to backfilling the infiltration trenches.
• In order to meet the requirements of the Jefferson County Unified Development Code and the
Washington Department of Ecology Stormwater Management Manual for Western Washington
Minimum Requirement#10 Operation and Maintenance and to ensure that the approved stormwater
management facilities are appropriately maintained for the life of the project,Jefferson County requires
the proponent to enter into a Stormwater Management Facility Maintenance Agreement with the County.
The Department will send a copy of the Agreement that has been signed by the Public Works Director to
the proponent. Prior to final project approval,the proponent shall sign the Agreement before a notary and
file it with the Jefferson County Auditor.
• Prior to final project approval,the proponent shall pay all costs related to the Department's application
review,plan review,inspections,and preparation of the Stormwater Management Facility Maintenance
Agreement. In accordance with the Jefferson County Public Works Department Fee Schedule,the
Department's development review fee is currently$65 per hour. In the event that approval for the
proposal is denied by Jefferson County or the proposal is not completed,the proponent shall still be
responsible for paying the Department's fees.
c: Guy Hupy,NW School of Wooden Boat Building,42 N. Water St,Port Hadlock,WA 98368
NW Wooden Boat School 2
CUP Comments
w
555656 PGS : 3 AGR
11/09/2010 03,34 PM $64.00 NW SCHOOL.OF WOODEN BOAT BLDG
Jefferson County WA Auditor's Offloe - Donna Eldridge, Auditor
ilalICAPIlithOLISOWILMW1114 ii fit
Return Address:
Jefferson County Department of Public Works
P.O. Box 2070
Port Townsend, WA 98368
STORMWATER MANAGEMENT FACILITY
MAINTENANCE AGREEMENT
This MAINTENANCE AGREEMENT is made this g a day of Nadu for ,2010 by the
NORTHWEST SCHOOL OF WOODEN BOAT BUILDING, hereinafter GUARANTOR and
JEFFERSON COUNTY,a municipal corporation,hereinafter GUARANTEE.
1.0 RECITALS:
1.1 GUARANTOR is the owner of certain real property in Section 1,Township 29 North,
Range I West,W.M.,Jefferson County,Washington;located at 163 Lower Hadlock Road,
Port Hadlock, WA; identified as Tax 41 and Assessor's Parcel Number 901013016; and
referred to in this agreement as the PROPERTY.
1.2 In conjunction with the GUARANTOR'S development of the PROPERTY under
Jefferson County Conditional Use Permit ZON10-00072, the GUARANTEE has required
and GUARANTOR has agreed to construct a stormwater management facility which
includes collection, treatment, infiltration, and/or detention facilities. The stormwater
management facility is described and shown on a construction drawing for the
GUARANTOR'S development of the PROPERTY that is on file with the appropriate
agency,division,employee,or representative of Jefferson County.
1.3 As a condition of development approval, GUARANTOR has agreed to enter into this
Maintenance Agreement ensuring that the stormwater management facility will be
constructed and maintained in accordance with the approved plans.
2.0 CONSTRUCTION AND MAINTENANCE:
GUARANTOR agrees to construct and maintain a stormwater management facility as
shown on the construction drawing described above. The stormwater management facility
shall be maintained and preserved by the GUARANTOR until such time as
GUARANTOR,its heirs, successors, or assigns and GUARANTEE agree that the facility
should be dismantled,revised,altered or removed.
NW Wooden Boat School 1
Stormwater Management Facility
Maintenance Agreement
555656 Page 2 of 3 11/09/201003:34 PM
3.0 NO REMOVAL:
No part of the stormwater management facility shall be dismantled, revised, altered or
removed except as necessary for maintenance,repair or replacement.
4.0 DISPUTE RESOLUTION
If a dispute arises between the parties to this Agreement regarding the stormwater
management facility, the GUARANTOR shall attempt to negotiate an appropriate
resolution with the GUARANTEE represented by the Jefferson County Engineer. If the
dispute cannot be resolved at that level, the GUARANTOR may file an appeal with the
Jefferson County Hearing Examiner as provided for in the Jefferson County Unified
Development Code.
5.0 ENFORCEMENT:
This Agreement may be enforced by GUARANTEE in law or equity against the
GUARANTOR,its heirs, successors and assigns.
6.0 SUCCESSORS AND ASSIGNS:
This Agreement shall run with the PROPERTY and be binding on the GUARANTOR,its
heirs,successors,and assigns.
7.0 NOTICE
The GUARANTOR shall file this Agreement with the Jefferson County Auditor.
NW wooden Boat School 2
Stormwater Management Facility
Maintenance Agreement
555656 Page 3 of 3 111091201003:34 PM
DATED this day of a ,2010.
4/4,0„L c , ?nom
GUARANTOR
STATE OF WASHINGTON
ss
COUNTY OF tilt('// �j
On this day pers ally appeared before me tilt 1 • ' r4df�G4o me known to be the ind' idual described
in and who executed the foregoing instrument,and acknowledged that J .signed the same as free and
voluntary act and deed,for the uses and purposes therein me tioned.
GIV N under my off' se
hand d o 'al seal this h'""'"day o ,
GIV
HA
Notary Public in and fo �C;•01111'
the State of h. Z. ,txOTAAy :2
residing at f.,L.ti/ ,
MY COMMISSION EXPIRES /0 '0/ v`t,Q, , .4'..,.PUAG,etv;4Z
Op WAs
ACCEPTED by:
Frank Gifford,Dire r
Jefferson County Public Works Department
NW Wooden Boat School 3
Stormwater Management Facility
Maintenance Agreement
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BUILDING PERMIT APPLICATION MRReview T 2
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD10-00363 Received Date: 10/13/2010
SITE ADDRESS: 163 LOWER HADLOCK RD
PORT HADLOCK, 98339
OWNER: NORTHWEST SCHOOL OF WOODEN PHONE:360-385-4948
BOAT BUILDING
42NWATERST
PORT HADLOCK WA 983398706
SUBDIVISION: Block: Lot: T 41
PARCEL NUMBER: 901013016 Section: 1 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: GUY HUPY PHONE: 360-385-6052
211 TAYLOR ST#31A
PORT TOWNSEND WA 98368
PROJECT DESCRIPTION NEW SHOP kftr . T 110ii,
TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 4,800
TYPE OF IMP NEW MAIN: INDUSTRIAL:
VALUATION 300,000.00 ADD'L: HEAT TYPE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT NUMBER OF EMPLOYEES:
WATER SYSTEM: PUD
BATHROOMS:
Exist: 0
Prop: 2
To - :
Routing Date:
Type Amount P ' Bv: Date: Receipt: Approved/Date
Permit $2,119.75 LYK 10/13/10 120197
Plan Check $1,373.94 LYK 10/13/10 120197
State Building Code $4.50 LYK 10/13/10 120197
Total: $3,498.19
ONc
w 0 JEFFERSON COUNTY
\ DEPARTMENT OF COMMUNITY DEVELOPMENT
e
621 Sheridan Street• Port Townsend •Washington 98368
360/379-4450• 360/379-4451 Fax
'C' www.co.Jefferson.wa.us/commdevelopment
Master Permit Application MLA: t 0 '32
Project Description(include separate sheets as necessary):
(•IJ /MO 1'' X7& 5iJ-0 e e u/o/No
Tax Parcel Number: ?0/ 0 13 ®/-‘ Property Size: .5 A-3-e 'iZE (acres/square feet)
Site Address and/or Directions to Property:
163 Lovs- 7 1 DLOC K (g0 40
Property Owner(s)of Record: N -`^f, S C 1-{-0 0 i_ O r w`o 3 0 (S o/Vi Cu, �-io i vJ C
Telephone: 3.?-s <I 9-1-g Fax: email:
Mailing Address: 42 N \-✓/A1 . Si-. PD&7 kl}r3/-i7 er 3 3 S
Applicant/Agent(if different from owner):
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 0 Conditional Use[C(a),C(d),or C]**
❑ 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 0 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 *
❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development**
O 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
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE 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 attorneys fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the application that he or she wants prior notice. ,
Signature: 1.4 7141 4„ A ►��Ptt •i■ Date: t?a/. r 4)
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 individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he she or it holds individual
and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: Date:
G:\PemritCenter\###FORMS###\DRD FORMS\Current DRD Forms\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 assumin•the responsibif the General Contractor for the proposed project.
Signature: ,✓' Date: /0 / 13/ /Q
_ i%aL�
GENERAL CON ' rTOR 0- MANUFA► RED OME INSTALLER: PHONE:• FAX:
i <' c ) (f-3 3s 3o c )
MAILING ADDRESS: Z . C fr? S%. 62, 7; EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: SD U L(s W C ''3s' J L NUMBER
ARCHITECT/ENGINEER: _ii r( •7° ( R/4-/ G PHONE (1 c. ) 5- a).. 5-335. FAX:( )
MAILING ADDRESS: 68 3 fU set 0)A- Po'J�s6 EMAIL /G 44'1(1 ra LF#I AVCt .
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
irK New 0 Wood Existing: ❑ Sewer
O Addition %Steel Proposed: Bank 0 Community System
❑ Alteration/Remodel ❑ Concrete Total: 2 Height: individual System
❑ Repair ❑ ,Masonry SEP Permit#
Bedrooms:
0 Demolition o Other: Water Supply:
Existing: Setback: 0 Private well 0 Two Party
Ty of Heat: Proposed: z I XPublic
V O)Aw T 1L 0-' . Total z Name of System:, •
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: 3 6 Proposed: ' Number of ADA Parking Spaces: ?
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: .13 IBC Type of construction: \.1 Iv Will you have Food Service? Yes (Nb
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
1 Underground Tank 1 Above ground Tank Size of Propane Tank:
1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 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,
includin• the reserve area.
Square Footage Current Proposed aIg„ ., . &p .&.. h..%. •� .e
Main Floor Heated gtrU EH Bld App Review:
22 Floor Heated j Consistency Review: -I
Other Heated Base fee
col
Mezzanine Additional Section:
'Heated Basement . Plan Check fee: l •�
Unheated Basement �1
State Surcharge fee:. 4 50
Other Unheated Pot Water Review fee:
Garage/Carport x SUBTOTAL
Decks SF 911/Rd Approach fee: — ->
Other TOTAL: I¶
�� —
I
Receipt Number: ° —7
Cash/Check Number:
ESTIMATED COST(REQUIRED) Date:
•Fair market value of all labor and materials foundation to finish [0 —
3 0., u rail) ) Initials:
G:\Per itCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc
N %%, JEFFERSON COUNTY
4 d DEPARTMENT OF COMMUNITY DEVELOPMENT
' a
j jp ,., 621 Sheridan Street • Port Townsend •Washington 98368
5 . G ° 360/379-4450 . 360/379-4451 Fax
http://www.co.jefferson.wa.us/commdevelopment/
Stormwater Calculation Worksheet
MLA# I 0 -B22— PROJECT/APPLICANT NAME: WA/ -SC kb 0 L ,...)F-- wO-)0 Gs'" (3 o il-T--
ud i4,.0lW'i;
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)
C 14
Size of parcel 3 acres An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet �..�-3 s 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, Answer the following two questions related to
excavated,and/or compacted for proposed development conversion of native vegetation:
project. Include in this calculation the area to be cleared for:
Does the project convert g acres or more of
Construction site for structures 6 s' 0 0 sq/ft native vegetation to lawn or landscaped areas?
Drainfield,septic tank,etc. sq/ft Circle: Yes No
Well, utilities,etc. sq/ft Does the project convert 2'/z acres or more of
native vegetation to pasture?
Driveway, parking,roads, etc. 4"2-o 4 sq/ft
Circle: Yes No
Lawn, landscaping, etc. sq/ft
Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed:
Total Land Disturbance f l 0 G Q sq/ft Cut .7 J ') Fill /5-7) (cu/yd)
[over]
stormwater calc worksheet Rev 9-9-2010—REV.9/9/2010 1
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 EXISTING
Structures(all roof area) I f°3 sq/ft Structures(all roof area) 13 0 0 sq/ft
Sidewalks sq/ft Sidewalks sq/ft
Patios sq/ft Patios sq/ft
Solid Decks sq/ft Solid Decks sq/ft
(without infiltration below) (without infiltration below)
Driveway, parking, roads,etc 12 a sq/ft Driveway,parking, roads,etc J� sq/ft
Other sq/ft Other sq/ft
Total New l 0 0 0 sq/ft Total Existing /2/ ?0 t-9 sq/ft
TOTAL NEW+TOTAL EXISTING* 21 3 D 0 sq/ft
*This amount will be used BY STAFF 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
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.
� �„ / /0/6 / 0
(LANDOWN r: ' THORIZ 0 'R ••ENTATIVE SIGNATURE) (DATE)
4 PA
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stormwater calc worksheet Rev 9-9-2010—REV.9/9/2010 2
David W. Johnson
From: Guy Hupy[hupy.guy @gmail.com]
Sent: Friday, November 05, 2010 11:35 AM
To: David W. Johnson
Subject: Re: Wooden Boat School
David,
Spoke with Jim yesterday, the paperwork for the agreement is generated by P.W., so we will sign and record
that when we get it.Not required untill ocupancy (according to Jim Pearson).
Spoke with Linda Atkins, we have a transfer line design coming, and the system inspection report on its way,
that is the last of her requirements.
The handicapped parking has been on the close up site plans ( stormwater, landscaping) since August when
Frank determined that it needed to be on the north garage apron. The plans were reduced to 11x17 so you have
to look closely.
We received our foundation permit yesterday so we are off and running!
Thanks for all you help, it looks like its just Frank left to satisfy. I have some info for him I will bring in
Monday.
Guy
On Wed,Nov 3, 2010 at 2:43 PM, David W. Johnson<dwjohnson @co jefferson.wa.us>wrote:
Guy,
I'm not seeing the designated handicap parking space on your site plan. Make sure to check and comply with
the conditions of the conditional use permit which include the stormwater facilities agreement with Public
Works. Have you been in contact with Jim Pearson about this?
Thanks!
David Wayne Johnson
Associate Planner - Port Ludlow Lead Planner
Department of Community Development
Jefferson County
360.379.4465
1
GUY HUPY DESIGN
211 TAYLOR ST. #31-A Air
PORT TOWNSEND, WA. 98368
(3 6 0) 3 8 5 6 0 5 2
HUPY . GUY@GMAIL. COM
\ /
kdc
NOV - 3 2010
ja_d)10
17-
11/2/2010
To: Al Scalf, Director of Community Development,Jefferson County
The Northwest School of Wooden Boatbuilding would like to request approval for the
foundation portion of the new boat assembly building currently under Permit review. (MLA10-
00303) We are under considerable time pressure as a class is scheduled to begin a large vessel
build on the second week of January in this new building.
As you may be aware,we discovered after our pre-application conference in June that a
Conditional Use Permit would be required for this project. This was granted on the 18th of
October after a public hearing on Oct.12th. That process replaced the original permitting time
frame envisioned back in June and made necessary this request.
We have contractors and subs waiting to start,and a steel building package waiting to be
delivered. Additional delays will add expense for the Boat School,and difficulties with
scheduling and weather for the contractors.
We understand that we would be responsible for any issues arising from this two step
approval process. We have had three rounds of review already by County staff and feel confident
that the process will smoothly resolve in a timely manner.
Lead planner David Johnson and plans reviewer Frank Benskin have both encouraged this
course of action so that we may proceed. We appreciate your review of this matter.
Sincerely,
Guy Hupy
Project Manager
44
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12/13/2010
I EIL-4 Conditions Associated With 12:10:52PM
Case#: ZON10-00072
4 i, , I ni 8 `` 9 9
2001 Custom Universal Condition None NOT MET 10/21/2010 DWJ
The applicant shall obtain a stormwater permit from the Jefferson County Department of Community Development
prior to any excavation or land disturbing activities exceeding the thresholds under JCC 18.30.070(4).
1/ 2.The applicant shall obtain a building permit from the Department of Community Development.
V3.A landscaping plan shall be submitted at time of building permit application that complies with JCC 18.30.130(5)(a).
r,/.4.The building permit site plan shall identify at least one parking space reserved for physically handicapped needs.
5. Prior to issuance of the Jefferson County Building Permit,the applicant will be required to submit a Temporary
! / Drainage, Sediment and Erosion Control(TESC)Plan as required and described by JCC 18.30.070(3)Development and
V Redevelopment Minimum Requirements&JCC 18.15.380 Drainage and erosion control plan. Once the subject permit
has been issued,the applicant shall fully implement the provisions of the submitted TESC Plan.
6.The proponent shall enter into a Stormwater Management Facility Maintenance Agreement with Jefferson County
through the Public Works Department.
7. Security lighting associated with parking facilities shall be beamed,hooded,or directed so as to not cause glare on
adjacent properties or water bodies
V-8. Work within the jurisdiction of the Shoreline Program other than as described above shall receive separate review
from this office.
Substantial progress towards completion of the project shall be performed within two years of the issuance of the permit.
7001 F-Custom Universal Finding None NOT MET 10/21/2010 DWJ
See Staff Report dated October 5,2010 and Hearing Examiner Decision dated October 18,2010 for findings.
Page 1 of 1 CaseConditions..rpt
Parcel Print Page 1 of 1
Parcel Number: 901013016 05/14/2007
Owner Mailing Address:
NORTHWEST SCHOOL OF WOODEN
BOAT BUILDING
42 N WATER ST
PORT HADLOCK WA 983398706
Site Address:
163 LOWER HADLOCK RD
PORT HADLOCK 98339
Section: 1 School District: Chimacum (49)
Qtr Section: SW1/4 Fire Dist: Chimacum (1)
Township: 29N Tax Status: Taxable
Range: 1W Tax Code: 211
Planning area: Tri-Area (4)
Sub Division:
Land Use Code: 9100 - VACANT LAND
Property Description:
51 T29 R1W I TAX 41
No Photo Available
http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=901013016... 11/3/2010
UDC CONSISTENCY REVIEW
Project Planner:
Master#MLA 10-00382 Review Type Project Description
BLD10-00363 I NEW BOAT CONSTRUCTION SHOP
Primary: NORTHWEST SCHOOL OF WOODEN Site Address:
BOAT BUILDING 163 LOWER HADLOCK RD
42 N WATER ST PORT HAD LOCK WA, 98339
PORT HADLOCK WA 983398706
GUY HUPY
REP 211 TAYLOR ST#31A
PORT TOWNSEND WA 98368
Project Location: Parcel number 901 013 016, Section 1, Township 29,Range 1W, WM, located at 163 Lower
Hadlock Rd,Port Hadlock 98339
Parcel Number: 901013016 S-T-R: 1-29N-01W Total Acreaga 5
Legal Description S1 T29 R1W TAX 41 Land Use: 9100
Flood District: Fire District: 1 Planning Area: 4
Flood Map(FIRM)Panel No: School 49 Zoning:
COMP PLAN DESIGNATION:
COMMUNITY PLAN: UGA: UGA Trans MPR:
WATER SUPPLY UTILITY: Service Area PUD:
[11 Plot plan states"property line"
[V Assessor's Map(Property lines ubmitted plot plan must match the property lines as identified on the Assessor's 1/4 map)
[ V Legal Access to Property NO
[V Parcel Tags or Scanned Documents YES NO
[ ESA's: Special Reports Nearby YES NO
[17/1 Designated Ag
[ Shoreline Designation die O l'ciS
[ L( Shoreline Slope Stability: YES NO
Stream Type:YES NO
Fish&Wildlife:YES NO v
Wetlands: YES NO 7- b ;
Rare Plants:YES NO ) 7�' ry --" j
Seismic: YES NO
Landslide: YES NO
Flood: YES NO
Erosion: YES NO
Aquifer Recharge Area:YES NO
SIPZ: none At Risk High Risk Coastal
CMZ: none High Risk Moderate Risk Disconnected CMZ
Stormwater site plan subm d: YesNo
[t ]r Forest Lands: YES O
Adjoining Forest Lands: Commercial/ Rural/ Inholding
[ ter- Stonwater: New Impervious Surface C) OOO _Land Disturbing Activity L( Ov 0 ESA's
Stormwater Req's: Min Req#2 MC Req#1 thru#5 Min Req#1 thruf#10 Engineering
[ kr Notice Provisions/Discll: : Airport YES NO JV1RL YES NO Forest Lands YES NO
[ Landscaping Requires o — _
[ �- Parking Spaces Res NO 2 Other 0 a , 3
[ vr Building Height 0 UBC Standard
I
[V( Impervious Surface coverage percentage:
Resource Lands&Publi • 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7
Rural Commerci 60% Area of Building Coverage:60%in Rural Industrial Lands only
,v-
To : I. s•1 _ (s)Size: ‘f SO-a
e VC:20,000 S CC:5,000 SF NC:7,500 SI(GC:19,00+3-SF All others:subject to waterconstrairtslN�a�epecified
et lacks: Front: O Left Side: ') Right Side: Rear: U
Shoreline Setback: �/
LSHA Setback: `_
[ vi Road Classification:
Road Approach: N" 's'° It RAP
[ SEPA Required: YES EXEMPT n /
[1 Flood Certificate: t� j
pi-
L V' Existing Case(s) &Cond. ': (s):
Violations: Yes No
[of Recorded Date of Subdi—ion: AFN Over 5yrs=UDC
Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance
[v Lots/Require Declaration of Re,rte' e Covenan submitted: YES NO
[t� UGA No Protest Agreeme. :411 1 O, submitted: YES NO
[ Site Visit conducted ES NO Ada
] Require Final Zoning A. . oval ejW 0
[ ADMIN: Setbacks entered in Permit Plan case N/A CD
New Parcel Tags entered in Permit Plan N/A YES
Special Reports Scanned N/A YES
Title Notes Updated
Parcel tags found for parcel 901013016 11/18/04
1.) Geotechnical Rep BLD04-00607
Parcel tags found for parcel 901013016
2.) Custom Warning F See DNR letter dated 12/8/2004 regarding alteration of a 12/20/04
stream feature
[V Impervious Surface coverage percentage:
Resource Lands 8:1)10%bli 1 Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7
Rural Commerci 60% Area of Building Coverage:60%in Rural Industrial Lands only
- [yr To - : •' •.1 _ (s)Size: t Oa Zs
e VC:20,000 S CC:5,000 SF NC:7,500 SP GC:10,A90-SF All others:subject to ' &water corstrairts/N9n pecified
t
[ et lacks: Front: 0 Left Side: 1743 Right Side: Rear: U�`
Shoreline Setback:
LSHA Setback: i / _
[ Road Classification:
Road Approach: EXIS N Na '..;∎ RAP
[V SEPA Required: YES EXEMPT
[lA Flood Certificate: t ,
[V' Existing Case(s) &Cond. •: (s):
Violations: Yes No
[V( Recorded Date of Subdi—ion: All I AFN Over 5yrs=UDC
Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance
[� Lots/Require Declaration of Rem�e Covenan t /,�D submitted: YES NO
[VT UGA No Protest Agreeme• '!�71 O, submitted: YES NO
[ Site Visit conducted ES NO
] Require Final Zoning A. . oval 0
[No( ADMIN: Setbacks entered in Permit Plan case N/ACO
New Parcel Tags entered in Permit Plan N/A YES
Special Reports Scanned N/A YES
Title Notes Updated
Parcel tags found for parcel 901013016
1.) Geotechnical Rep BLD04-00607 11/18/04
Parcel tags found for parcel 901013016
2.) Custom Warning F See DNR letter dated 12/8/2004 regarding alteration of a 12/20/04
stream feature
Associated CASES status issued fina led description
901013016
MLA03-00182
ZONO3-00020 F 12/1/2003 Formal Site Specific Comprehensive Plan Amendment-to
rezone 5.36 acres property from a split designation(Rural
Village Center and Rural Residential 1:5)to a single zoning
designation of Rural Village Center.
MLA04-00706
PRJ04-00327 P NEW POLE BUILDING
BLD04-00809 F 6/27/2005 3/3/2010 NEW POLE BUILDING
BLD04-00810 F 6/27/2005 4/24/2006 NEW PREFABRICATED POLEBUILDING
UNHEATED W/SEMI-HEATED BATHROOM 3380sf main,
120 sf bath
MLA10-00303
PRJ10-00250 P
SDP10-00105 P Primary Substantial Development permit for Vista Parking in
shoreline jurisdiction.
ZON10-00072 A 10/21/2010 CONDITIONAL USE-for a new 4,800 square foot boat
assembly building with vista parking. This proposal requires a
Type III Conditional"C"Use permit for a College or Technical
School within the Rural Village Center zone and a Type II
Primary Shoreline Substantial Development permit for parking
within shoreline jurisdiction. The permits will be processed
under the Optional Consolidated Permit Process per JCC
18.40.030(2)with a public hearing and decision by the Hearing
Examiner. The hearing will be scheduled and noticed after the
30 day comment period.
MLA10-00382
BLD10-00363 P NEW BOAT CONSTRUCTION SHOP
PRE04-00041 M 11/18/2004 2-LOT SHORT PLAT
PRE07-00058 P
PRE07-00059 P
PRE07-00060 M 1/4/2008 The proposal is to build a 19,000 square foot facility to be used
as a workshop and a classroom.
PRE10-00019 F 7/14/2010 PRE APP FOR BOAT CONSTRUCTION BUILDING
PRJ04-00311 A ROAD APPROACH&911 -LOWER HADLOCK RD for
parking access
RAP04-00045 F 4/12/2004 3/21/2006 ROAD APPROACH&911 -LOWER HADLOCK RD for
parking access
RAP04-00047 C 1/23/2009 ROAD APPROACH&911 -CURTISS ST
SEP04-00305 F 3/17/2005 2/10/2006 info from SEP01-58 filed with this case. COMMERCIAL-
connecting to drainfield on 989-400-603 that serves boat school
on 989-400-702&703
SOM04-00305 F
SOM77-00295 F
SEP77-00295 F 12/20/1977 12/20/1977 system at top/NW portion of property
DEVELOPMENT REVIEW TIME SHEET
Date Time Comments
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ArchiLed P.S.
683 NW Scandia Rd
LJ Poulsbo WA 98370
I T 360 598 5338 F 360 697 7396
Icralg @cralgarch.com
rm-s-W—r/mech R A , A,
These plans and specifications, and the
ideals contained herein are copyrighted
materials and the property of the
Architect. Infringement, unauthorized
use, or reproduction thereof, without
prior writted consent, and appropriate
compensation, the Architect renders the
user liable to prosecution under the
copyright laws of the United States of
America. Visual contact with these
drawings and specifications shall
constitute conclusive evidence of your
acceptance of these restrictions.
Consultants
Civil
Contact
Address
Address
Phone
Fax
e-mail
Structural
Contact
Address
Address
Phone
Fax
e-mail
Mechanical
Contact
Address
Address
Phone
Fax
e-mail
Electrical
Contact
Address
Address
Phone
Fax
e-mail
Landsape
Contact
Address
Address
Phone
Fax
e-mail
Stamp
No.
Boat Building
42 N Water Street, Port Hadlock, WA
NWSWB
Client Address
Level 1
Project number 2009 -01
Date 4/15/2010
Drawn by Author
Checked by Checker
A2
Scale 1/4" = 1' -0"
1
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ArchiLed P.S.
683 NW Scandia Rd
Poulsbo, WA 98370
T 360 598 5338 - F 360 697 7396
Icraig @craigarch.com
These plans and specifications, and the
ideals contained herein are copyrighted
materials and the property of the
Architect. Infringement, unauthorized
use, or reproduction thereof, without
prior writted consent, and appropriate
compensation, the Architect renders the
user liable to prosecution under the
copyright laws of the United States of
America. Usual contact with these
drawings and specifications shall
constitute conclusive evidence of your
acceptance of these restrictions.
Consultants
Civil
Contact
Address
Address
Phone
Fax
e-mail
Structural
Contact
Address
Address
Phone
Fax
e-mail
Mechanical
Contact
Address
Address
Phone
Fax
e-mail
Electrical
Contact
Address
Address
Phone
Fax
e-mail
Landsape
Contact
Address
Address
Phone
Fax
e-mail
Stamp
No. Description Date
Boat Building
42 N Water Street, Port Hadlock, WA
NWSWB
Client Address
Roof Plan
Project number 2009 -01
Date 4/15/2010
Drawn by Author
Checked by Checker
A3
Scale 1/41' = 1' -0"
1 dWrC11CC
1 raig
,Architect P.S.
683 NW Scandia Rd
Poulsbo
WA 98370
T 360 598 5338 -
F 360 697 7396
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lcraig@craigarch.com
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acceptance of these restrictions.
Consultants
Civil
Contact
Address
Address
Phone
Fax
e-mail
Structural
Contact
Address
Address
Phone
Fax
e-mail
Mechanical
Contact
Address
Address
Phone
Fax
e-mail
Electrical
Contact
Address
Address
Phone
Fax
e-mail
Landsape
Contact
Address
Address
Phone
Fax
e-mail
Stamp
Boat Building
42 N Water Street, Port Hadlock, WA
NWSWB
Client Address
Ex t Elevations
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Project number 2009 -01
Date 4/15/2010
Drawn by Author
Checked by Checker
A4
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ArchiLed P.S.
683 NW Scandia Rd
Poulsbo, WA 98370
T 360 598 5338 - F 360 697 7396
Icraig @craigarch.com
These plans and specifications, and the
ideals contained herein are copyrighted
materials and the property of the
Architect. Infringement, unauthorized
use, or reproduction thereof, without
prior writted consent, and appropriate
compensation, the Architect renders the
user liable to prosecution under the
copyright laws of the United States of
America. Visual contact with these
drawings and specifications shall
constitute conclusive evidence of Y our
acceptance of these restrictions.
Consultants
Civil
Contact
Address
Address
Phone
Fax
e-mail
Structural
Contact
Address
Address
Phone
Fax
e-mail
Mechanical
Contact
Address
Address
one
Fax
e-mail
Electrical
Contact `
Address
Address
Phone
Fax
e -mail
Landsape
Contact
Address
Address
Phone
Fax
e-mail
Stamp
Boat Building
42 N Water Street, Port Hadlock, WA
NWSWB
Client Address
Ext Elevations
Project number 2009 -01
Date 4/15/2010
Drawn by Author
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ArchiLed P.S.
683 NW Scandia Rd
Poulsbo, WA 98370
T 360 598 5338 - F 360 697 7396
Icraig @craigarch.com
These plans and specifications, and the
ideals contained herein are copyrighted
materials and the property of the
Architect. Infringement, unauthorized
use, or reproduction thereof, without
prior writted consent, and appropriate
compensation, the Architect renders the
user liable to prosecution under the
copyright laws of the United States of
America. Visual contact with these
drawings and specifications shall
constitute conclusive evidence of Y our
acceptance of these restrictions.
Consultants
Civil
Contact
Address
Address
Phone
Fax
e-mail
Structural
Contact
Address
Address
Phone
Fax
e-mail
Mechanical
Contact
Address
Address
one
Fax
e-mail
Electrical
Contact `
Address
Address
Phone
Fax
e -mail
Landsape
Contact
Address
Address
Phone
Fax
e-mail
Stamp
Boat Building
42 N Water Street, Port Hadlock, WA
NWSWB
Client Address
Ext Elevations
Project number 2009 -01
Date 4/15/2010
Drawn by Author
Checked by Checker
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Boat Building
42 N Water Street, Port Hadlock, WA
NWSWB
Client Address
Building Section
Project number 2009 -01
Date 4/15/2010
Drawn by Author
Checked by Checker
A6
Scale 1/4" = 1' -0"
683 NW Scandia Rd
Poulsbo, WA 98370
T 360 598 5338 - F 360 697 7396
Icraig @craigarch.com
Consultants
Civil
Contact
Address
Address
Phone
Fax
e -mail
Structural
Contact
Address
Address
Phone
Fax
e -mail
Mechanical
Contact
Address
Address
Phone
Fax
e -mail
Electrical
Contact
Address
Address
Phone
Fax
e -mail
Landsape
Contact
Address
Address
Phone
Fax
e -mail
Stamp
No. DesO tlon Date
Boat Building
Enter address here
NWSWB
42 North Water St, Port Hadlock, WA
Foundation Plan
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
S1
Scale 1/4" = V -0"
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Pdreel No• 901013016 - 10 �' S` � •� \ ] �.� i/ �
Section 1, T29N, R1W, SW 1/4, TAX 41 T�� �� �•\ `�` /
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ol Zoning _ �l 59 G 3 /� � •� \
5.3598 Acres Total; 0.6869 Acres in Rubb Site Project
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Owned by. Northwest Scholl of lh'ooden Boat guiding / �5 i ; .�,' / ' ' •••-- � � �.
330 Water Street _� ' r �'1
Port HadloA WA. 98339
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NOTICE_ Plans ate appioved Excepting
arty errors or omissions. All work njut -t -- - _ -
Pass Inspection Iri conformance with
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2e100 <-N ��4 ail applicable cones and regulations.
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WRIGHT CONSULTING SERVICES ,FES:9,28/06 Northwest School of W , rr Drawn Y•
David R, Wright, P.E.
Wooden Boa- tbuildin
1506 Rose Street g C- .� - ='U DRw rain o.
Port Townsend, WA 98368 Projectl
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Northwest School of Wooden Boatbuilding Dveral( Site Plan � / Revision Nor
01/21/2005 / /o//3 /2 of 0
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