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Home My WebLink AboutBLD2002-00012 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD02-00012 Received Date 01/7/2002 SITE ADDRESS: 380 ADELMA BEACH RD Issue Date 04/23/2002 PORT TOWNSEND, 98368 APPLICANT: RONALD K COHEN PHONE: (425)865-9787 PERLAS SAPIDA 16709 SE 31ST ST BELLEVUE WA 98008-5720 SUBDIVISION: Block: Lot: T G1 PARCEL NUMBER: 001324046 Section: 32 Township: 30 N Range: 01 W CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372 PO BOX 1410 PORT TOWNSEND WA 98368 Contractor's License: DISCOBCO90B9 Expires: 08/20/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: 11 [ SETBACKS / Footings: Q/•< -Z UFFE/ /e 30-0Z-- [ ] Foundation: (U/ [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: ,2-7�07 ["( Framing/Plumbing:) Per uoerwr/04s 3-10-0g. 1) [ ] Propane Tank/Lines: [ ] Insulation: Q , [ ] Sheetrock: t10j Lc o t i 'V 3 [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ 4 Final/Occupancy Approval: C- /D`3/ -;? HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • SPECIAL CONDITIONS FOR CAS BLD02-00012 1.) The application was reviewed by the Jefferson County Department of Community Development staff on January 16, 2002 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: landslide hazard area 1 &2, suburban shoreline designation. 2.) 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. 3.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 4.) A Geotechnical Report prepared by Myers Biodynamics Inc. dated November 22, 1999 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 50-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed deck. The proposed single family residence is identified on the revised site plan as being a 68-foot setback from the top of the bank. 5.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 6.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 7.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 8.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 9.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater runoff, to the maximum extent practicable, onsite. 10.) A Small Parcel Erosion and Sediment Control 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. 11.) 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). 12.) The revised site plan dated March 4, 2002 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 March 5, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) This approval is for a single family residence &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. 14.) The parcel has been designaas RR 1:5 under the Jefferson County C•ehensive Land Use Map effective August 28, 1998. 15.) A septic permit(SEP98-0044)was approved on April 5, 2002. 16.) A critical area review (CAR98-0061)was conducted in conjunction with a septic permit (SEP98-0044) and finaled. 17.) A pre-application application (PRE99-0031)was finaled for development of stairs to the beach (see SDP00-0022 & BLD00-0524). 18.) A road approach and address permit(RAP00-00009)were issued for the subject parcel. 19.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 20.) Adelma Beach Road is a county local access road (C602309). 21.) An address of 380 Adelma Beach Road has been assigned to the parcel. 22.) Minimum setback from Adelma Beach Road shall be 20 feet. Minimum setback from top of bank shall be 40 feet. NOTE: Site plan identifies a 50 foot setback to the deck and a 68 foot setback to the residence. Minimum north and south setbacks shall be 5 feet. 23.) The building height shall not exceed 35 feet. 24.) 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. 25.) Consistent with the Slope Evaluation prepared by Myers Biodynamics Inc., dated November 22, 1999, drainage discharges such as roof downspouts, foundation drains, driveway drainage, or other site drainage features be routed into tightline pipe(s)down to the bottom of the slope. Minimize the number of pipe connections to reduce the number of potential failure points. Locate the pipe(s) on the slope face where visual monitoring and access for repair are possible. Regularly monitor and clean out drainage pipes and catchbasins to maintain unobstructed flow and provide rapid identification and repair of breaks or leaks in the drainage system. 26.) The foundation drain and tightline shall maintain a minimum 30 foot setback from the drainfield. 27.) Consistent with the Slope Evaluation report dated November 22, 1999 prepared by Myers Biodynamics Inc., if surface water runoff is flowing from the abandoned road to the slope crest, divert water flow away from the slope crest and into tightline piping that descends the steep slope. Water flow from the pavement may be contributing to slope soil erosion and localized instability and undermining of vegetation at the slopes crest. 28.) Consistent with the Soil Evaluation report dated November 22, 1999 prepared by Myers Biodynamics Inc., applicant shall utilize water conservation measues (low flush toilets, water restirctors, etc.) to reduce water usage and susequent flow of wastewater into the site wasterwater treatment system. This will reduce the amount of water introduced into the site septic system and surrounding soils which could impact slope stability during periods of wet weather. 29.) Consistent with Soil Evaluation report dated November 22, 1999 prepared by Myers Biodynamics Inc., applicant shall not dispose of yard debris, vegetation, or other natural or man made materials onto the slope crest or steep slope face. The materials can accumulate over time and create an unstable mass on the slope which is subject to landsliding. 30.) A Declaration of Restrictive Covenant has been recorded on April 16, 2002 under Auditor's Files Number 454831 for the purpose constructing a new residence utilizing an individual on-site sewage disposal system. i:\F_BLD_Permit_Buildng.rpt 10/29/19 UILDING PERMIT APPLICA!N LAOw 00012 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00012 Received Date: 1/7/2002 SITE ADDRESS: 380 ADELMA BEACH RD PORT TOWNSEND, 98368 OWNER: RONALD K COHEN PHONE: (425)865-9787 PERLAS SAPIDA 16709 SE 31ST ST BELLEVUE WA 98008-5720 SUBDIVISION: Block: Lot: T G1 PARCEL NUMBER: 001324046 Section: 32 Township: 30 N Range: 01 W CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372 PO BOX 1410 PORT TOWNSEND WA 98368 Contractor's License DISCOBCO90B9 Expires 08/20/2003 REPRESENTATIVE(S): JIM REPLIHGER CHRISTOPHER OSOLIN 10456 BEACHCREST DR BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,634 VALUATION 122,618.00 ADD'L: 388 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 518 SETBACK: 100 BANK HEIGHT: 40 SEWAGE DISPOSAL: CON WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Landslide outing Date: g 07 0/0 Shoreline Aquifer Forest: Commercial Rural Proximity Plat conditions Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,122.55 MAM 01/07/02 43955 &6 �' tf Plan Check $336.77 MAM 01/07/02 43955 &6 State Building Code $4.50 MAM 01/07/02 43955 &6 I APR 2 4 ZOu Potable Water Application $30.00 MAM 01/07/02 43955 &6 Total: $1,493.82 DEPT.OF COMMON ! RYDEVELOPMENTI SIGNATURE: 0 Jeffersonmoral i 1,:i 1 1 : 1 of Commeity levekonnent 4,yc,,ON co d'• B21 SheMesettreet,Port Townsend WA Cam 371-4450 ern ? c 71-1-on- ' .. ' ppOoililli 1 s N� I JAN - ? 'n02 Project Description: Building Type: Project Type: Frame-Type: i Y 4 Single Family IC New DEPT. A`i Nl lA DEVELOPMENT Garage Attached/Detached 0 Addition _ Steel Modular 0 Alteration/Remodel 2 Concrete Commercial 0 Repair Masonry Multi-family/#of Units 0 Demolition 2 Other: Industrial 0 Other: I Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing. 0 Sewer = Community System 0 Electricity 0 Oil Proposed: 7i Proposed: Z ( ,Individual System 0 Woodstove X Propane Total: ?i Total: 7i If not sewer, fill out the following: 0 Heat Pump tConventional 0 Alternative ❑ Other tnit# SEP $"Oe. Water Supply: Private well ❑ Two Party Well`, Public:Name of water system: P. U. D • Square Footage: � For Office Use Only Main Floor 1( 34 (ILI (Lot`i 2_ Consistency Review 39.00 j 2ND Floor 3 D O 1S35 •o if Base fee It 2 3 d Floor Plan Check fee 7 7 Htd Basement '' State Surcharge fee 4 `SD Unhtd Basement Subtotal 1' j22 i p �" p-A orb Garage/Carport �7.� Pot Water Review fee . )`f .— Decks 5f 8 6 i o 911/Rd Approach fee 93 , Commercial TOTAL I 53Z • 82_ ' CO Industrial / Receipt# `t43q� f. * I56 ' Other 122i5 Cash/Check# 4ZZ # 124'4 Q� , I Total Valuation: Initials ` /r"" Or Date i/ iCc 2-0 Estimated Cost (r If within 200' of the-Shoreline,Distance to Bank or Ordinar/High Water Mark I V ft. Bank Height ILO ft_ By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. [Further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Accessand right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. 3l Date: O"G 7a, l Signature: OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01