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Home My WebLink AboutBLD2003-00540 UILDING PERMIT APPLICAON MLA03-00495 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00540 Received Date: 8/28/2003 SITE ADDRESS: 150 CEDAR AVE PORT HADLOCK, 98339 OWNER: RICHARD E JOHNSON PHONE: (360) 385-5418 150 CEDAR AVE PORT HADLOCK WA 98339-9511 SUBDIVISION: GARFIELD'S ADDITION Block: Lot: PARCEL NUMBER: 952800705 Section: 2 Township: 29 N Range: 01 W CONTRACTOR: PRESTIGE PROPERTIES PHONE: (360)385-9033 11524 RHODY DRIVE PORT HADLOCK WA 98339 Contractor's License PRESTP1066CM Expires 11/13/2004 REPRESENTATIVE: LOWELL G MATTHEW PHONE: (360) 681-3094 261533 HWY 101 SEQUIM WA 98382 PROJECT DESCRIPTIOI GARAGE & STORAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 180 VALUATION 21,355.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 726 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date:- F&W Landslide ."3 -() 3 r Zoe_ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: 1 p/r e ��e, E Permit $349.25 MJA 08/28/03 58457 r•J KK D Plan Check $162.01 MJA 08/28/03 58457 BAN 1 2004 State Building Code $4.50 MJA 08/28/03 58457 Total: $515.76 Jefferson County Planning & Building Department • ID ��SON �, Jefferson COWRY Department of Community t �4 °�� 621 Sheridan Street,Port Townsend WA 3714450 ly = � °prm A5 �� oar + , _ . ...._ Project Description: Building Type: Project Type: Frame Type: O Single Family XX New REPLACEMENT )cifk Wood . Attached/Detached ❑ Addition 0 Steel O Modular 0 Alteration/Remodel 0 Concrete O Commercial 0 Repair ❑ Masonry ❑ Multi-family/if of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: FYisttng: ❑ Sewer ❑ Community System ❑ Electricity 0 Oil Proposed: Proposed. ❑ Individual System 0 Woodstove 0 Propane Total: _ Total: If not sewer,fill out the following: 0 Heat Pump 0 Conventional 0 Alternative 0 Other Permit# SEP Water Supply: • Private well ❑ Two Party Well❑ Public:Name of water system: PUD 7rq 1 Square Footage: For Office Use Only Main Floor STORAf R ROOM 1 7 X 1 $1. .441)6 180 $)n iWency Review 2ND Floor 4 -L y Base fee 3 Y 9. 2.S 3rd Floor Plan Check fee-65% I 6 a- • 0 I Htd Basement State Surcharge fee y' - -5.° S1T8RAGrent Subtotal .5 I S- e/Carport 72 6 t� " g Z Pot Water Review fee Decks 911/Rd Approach fee Is`h n — 5'� Commercial t t( TOTAL .S.1 - ff 3 Industrial ;, ( Receipt# 3 -c( S Other Cash/Check# 0 a Total Valuation: Initials Or Date o/ 2- 03 Estimated Cost: 14, 500- r If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft. Bank Height 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. 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 scenic 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. Access and right of entry to the nt's pro or structure shall be requested and shall occur during regular business hours. c Signature: /J Date: ?�Z7 LOWELL C. MATTHEW, AGENT FOR OVER fr- H:HOME\PLNCNTR\IN FOBLDG\FORMS\BLDpermitApplication 11-8-01 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00540 Received Date 08/28/2003 SITE ADDRESS: 150 CEDAR AVE Issue Date 01/13/2004 PORT HADLOCK, 98339 APPLICANT: RICHARD E JOHNSON PHONE: (360)385-5418 150 CEDAR AVE PORT HADLOCK WA 98339-9511 SUBDIVISION: GARFIELD'S ADDITION Block: 7 Lot: 10-13 PARCEL NUMBER: 952800705 Section: 2 Township: 29 N Range: 01 W CONTRACTOR: PRESTIGE PROPERTIES PHONE: (360)385-9033 11524 RHODY DRIVE PORT HADLOCK WA 98339 Contractor's License: PRESTP1066CM Expires: 11/13/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: GARAGE &STORAGE REQUIRED INSPE IONS: [ ] SETBACKS: [ ] UFFER: J [ ] Footing: �j23�c� [ ] Found ion: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: f 1 Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: f 1 Sheetrock: [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval 4-- HEAL 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • • SPECIAL CONDITIONS FOR CASE # BLD03-00540 1.) The application was reviewed by the Jefferson County Department of Community Development staff on September 30, 2003 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: Special Aquifer Recharge Protection Area. 2.) 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. 3.) 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. 4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 5.) The applicant is proposing to create or add 4,790 square feet of impervious surface and no land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a stormwater plan meeting Minimum Requirements #1 -#5 of the Stormwater Management Manual for Western Washington. 6.) A Stormwater 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. 7.) 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). 8.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 9.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. • 12.) Minimum setback from Cedar Ave and Fitchburg Ave is 20 feet. Minimum side and rear setbacks are 5 feet. 13.) A minimum of two (2) on-site parking spaces are required for the manufactured home. 14.) This parcel was created through the Garfield's Addition subdivision January 20, 1890 and recorded with the Jefferson County Auditor under Vol 2, p 39 of Long Plats. 15.) This parcel is a legal nonconforming parcel designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 16.) Cedar Ave (C637109) is a county local access road. The road approach is existing, and an address of 150 Cedar Ave has been assigned to the parcel. 17.) A septic permit(SEP73-00167)was finaled June 6, 1973 for a system with capacity of 240 gallons per day. 18.) Jefferson County PUD#1 provides potable water to this parcel. 19.) A Declaration of Restrictive Covenant was recorded October 3, 2003 under AFN 475983 with the Jefferson County Auditor binding lots 10 thru 13 of Block 7, Garfield's Addition for the purpose of meeting bulk and dimensional requirements and minimum land area. 20.) The revised site plan as submitted for the building application on October 21, 2003 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 October 29, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a Manufactured Home and Garage with Storage 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 APpUOV"D V RMW ATER PLAN PERMIT # BED QCI 29 2093 zz �__n a AUG 2 8 2003 JEFFERSO COUN1 Y DEPT. OF C� ININII�[ 5E4EAPMENT N COUNTY j ' +F JEFFERSO , FERSON COUNTY DCD >> ,, ,y r Y�� ct N n: -**4 - --�' "'' RE: STORMWATER MGMT. REQUIREMENTS RICHARD E. JOHNSON PROJECT * THIS PROJECT IS CLASSIFIED AS A MEDIUM PROJECT. UNDER 4, 999 SQ FT (4, 502 sq ft) OF WHICH HOUSE EXCAVATION 1, 520 sq ft AND 198 sq ft FOR THE CARPORT AREA CHANGE . THE PRESENT CARPORT SLAB WILL BE USED OF WHICH 6 'WILL BE REMOVED FROM THE EAST SIDE AND ADDED TO THE WEST SIDE PER PRINT. DRIVEWAY SURFACE TO BE LEFT AS NEAR PRESENT - T CONDITION AS POSSIBLE. EACH COLLECTION PIT TO BE 108 CU. FT. • Present stormwater collection system in non existant so we intend collecting all run-off water and pipe to a collection pit as shown in diagram included. Each pit to be 4' deep by 6 ' by 6' , filled with size 2" to 3" rock with pipes into pit , covered with 2 sheets of 6 mil plastic, then fill to surface with rock free top soil . this method has been very successful in past projects and withstands time for collection systems. Site of collection pits are specified in site plan. * TOTAL roof collection area for carport is 792 sq ft and the house is 1400 sq ft for a total of 2192 sq ft . * The property is level so erosion will be minimal since the peroid of time from excavation to return final grade will not exceed 2 week * Excess excavated soil will be covered with plastic during constructi * All excess construction materials and trash developed will be placed in controlled area or trash trailer on site and taken to county dump as often as necessary.There are no construction pollutan used at the job site except latex paint and this will be controlled. * NO dewatering required during process . * ALL BMP ' S SHALL BE USED DURING CONSTRUCTION TO ENSURE THEIR SATIS- FACTORY OPERATION DURING THE ENTIRE PERIOD OD CONSTRUCTION. * ALL NATURAL SURFACE DRAINAGE WILL BE LEFT AS IS AND MAINTAINED. * ALL ROOF GUTTERS AND DOWNSPOUT SHALL BE INSTALLED PER BMP PER PRINT. * CONSTRUCTION SHALL BE COMPLETED PRIOR TO OCTOBER 20th if possible. * REGULAR BMP' S WILL BE INSPECTED AND MONITORED TO ENSURE SATISFACTORY OPERATION. .,...,4,3i 4 . _ . . >t--.4 k >\ ,, f ... , , (f./ • s ...,.. �ui T O .,:' ui v CV , C.,C.:,1 00 CJ N � u_ : Q P Q \........... .„-..) q t 1.'\ ,0L X, -5Z , SZ. • • --_ - -- V.- vim. k:i • a QJ /s.... . 11!1-'� • p o A L Lil . , / Emma • I �- s o 4 � � " o Q � o � � _ /r ibm c : rimaft --k., . 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