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Home My WebLink AboutBLD2003-00463 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00463 Received Date 07/24/2003 SITE ADDRESS: 212 WAMPUM POINT RD Issue Date 09/4/2003 QUILCENE, 98376 APPLICANT: A JERRY SCHWAGLER PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98376 SUBDIVISION: Block: Lot: T 44 PARCEL NUMBER: 701191000 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: J & J CONSTRUCTION OF PT ANGELES IN PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98362 Contractor's License: JJCONP*099PA Expires: 10/01/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE WITH ROUGHED IN PLUMBING FOR BATHROOM REQUIRED INSPECTIONS: [ ] SETBACKS: OK AS Lod) Ow QY dwtiag_ ///63 . [ ] UFFER: /Jd1JC [ ] Footing: MoIJGL-Illi -1704.0L Ok I t(i3/o3R I.J/G'►MM�°► [ ] Foundation: 2X 41/CCosc�r6 4, i /,i/ [ ] Underground Plumbing: /' 1AV/411i [ ] Underground Insulation: [ ] Shear Wall : Ok 21/a/of/ [ ] Framing: elk 2/1o/O4/ ( 1 Plumbing: Dk 4Z /O/Ul/1 [ ] Propane Tank,,/ Linen [ ] Insulation: K 3/27 G/�„/ �i ( 1 Sheetrock: / [ ] Septic Sytem Final Approval: 1 1 Zoning Final Approval: [ ] Final/Occupancy Approval: - 7 - f `� 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. HOT LINE AVAILABLE 24 HOURS A DAY • BUILDING PERMIT APPLIRTION MLA03 T 411 Type: Review Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00463 Received Date: 7/24/2003 SITE ADDRESS: 212 WAMPUM POINT RD QUILCENE, 98376 OWNER: A JERRY SCHWAGLER PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 983/6t,..o SUBDIVISION: 'lOI At-- 000 Block: Lot: PARCEL NUMBER: 1e27 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: J &J CONSTRUCTION OF PT ANGELE PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98362 Contractor's License JJCONP*099PA Expires 10/1/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP DETACHED GARAGE WITH ROUGHED IN PLUMBING FOR BATHROOM TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 96 VALUATION 17,985.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 619 SETBACK: 80 DECK: BANK HEIGHT: 6 SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain Routing Date: `1 F&W Landslide 2 G1 I Shoreline Aquifer / Forest: Commercial Rural Type Amount Paid By: Date: Receipt: pgey Permit $293.25 MJA 07/24/03 58171 �1 Plan Check $190.61 MJA 07/24/03 58171 SEP - 4 2003 State Building Code $4.50 MJA 07/24/03 58171 Potable Water Application $51.00 MJA 07/24/03 58171 Jefferson County Pigoloio. & Building Depvivitto Total: $539.36 Coe „rq ,-,.,ve.¢AK .,,.,so co • DepartmentJefferson Cy � of Community 1 velopment " & 621 Sheridan Strue Part Townsend WA 88368(360)370-4450 rmot A , 'pp _ a coy ilon ° o iks, o (s.„_, .. Project Description: Building Type: Project Type: Frame Type: ❑ Single Family KNew <Wood ara Attached Detached ❑ Addition ❑ Steel El M dt r .,- ❑ Alteration/Remodel ❑ Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: / Proposed: %Individual System ❑ Woodstove ❑ Propane Total: Total: I not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other .€lC) Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: ,�• l For Office Use Only Main Floor 9 sue,,, ( �c-- Consistency Review 47.00 t'S Al_ (-'I t2 n ,..,,.. a el,3 '.S 2ND Floor Base fee 3rdCjt( 5� 65/0 Floor � 3 1 1; 3 Plan Check fee- � 9° = ( Htd Basement I 6 State Surcharge fee So Unhtd Basement `�—:.'_ 1 ��, Subtotal 5 S. 3� Garage arport c7/) [D Pot Water Review fee .®� Decks Pp 911/Rd Approach fee AA t',r:.�,e�,. / Commercial TOTAL (40 i 1 T 'cl5 Industrial Receipt# I 7 I Other Cash/Check# Total Valuation: Initials Or Date Z o3 Estimated Cost: /3 7 69/2 , If within 200' of the Shoreline, i i Distance to Bank or Ordinary High Water Mark g° 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 attomey'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 plication review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regul b stness hours.' i ignature: Date: 7,_ —_�� H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 „ . -II 41111-ii_______ U - o MI 31Va Mane A I*IN 1114 vinao•no 1 Ara'VIP..,..,!. \ Vt . 010—i761 - 10Z NdV \\. -111--FERSON COUk r5 :-. 1.11./t.iN • • • • U•sa Lata. I........, Lai.m.„, 0 , i 2) ...---:----.”. VILIUD t, ..0 .1-4 I.•,%1 "° \ A m, , ,.. •.•. .- .•• ' 1-.1% CIKINYVIII Iria11341•. ,. . to •... - . 1 , ri\ ...,.. , AT, I 3W3Y 6Iia'11 ' 't joi e 7 .4- I fo , - ..„.ti...ort ri134 ot,e ,. w i; . ; , ilnuis \ ', go. * V 11.1.13AW111.1.l ill'ilef ' A 11 17" i S3V3V L6OVE A(. _ _ • w -/ liatii MU I i .....' 1, :. VP .. .1 • 1 er 177 k 2 90 rt 4 ivotio rrniz wry I`) sr % %. 1.12.. .561 '0 k% W 60 . )411 1 . 83110Y Lt96 1 .ti \");-•t 7) 1 / /II :E'.4.4 ..ft 3 0 - . t - .. • I.. $. # . t. .. x. .. 1 , '• . _ f lt.1; .14 'Iti IfiL;27 • La 1 ,-3./. • \I . • f 1 -i i. 83 • 9.4 •L.- ) .: • 4 21V 3 4 4126't . . s: 4 1-"s,"..',.." .c. .'! _<> RI . . V "rl.t •••••t , IX 1 I I r/ s • •.•i'l, 0 * I 1 ft 2 Al, • 1 14 I 1 5 kr— \;,, t , (-3- t.) t 4, i. ..,•.,4 , , 7-•\) .PCi ores, I n f I iiIv- . I I •—...._____________ i:. .:'t"b e ikt • I/ I . .. - - I I .4 II\I I go I I (. I a ,i -) I 1------- 1--- ,-- .-,----- 1 •-1 7•!...1, -.) 1 i .::::-••••t -.- , .•. c_.:.-- • •--2 , I \ \ sii‘• I . : • .• t .. I 2 1 ,1 I I •. ,.,t .. LID ...:......-_-,1 It I‘ zs.`4 TR-Ed , 1 , 7,'... 'Ll 11 il I 1 1 I A ::' '' • • ' • .. t,..,_ .,..„...• '--— • • SPECIAL CONDITIONS FOR CASE t BLD03-00463 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 8/22/02 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: Shoreline (Suburban), Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone (SIPZ), and Landslide Hazard Area (low to moderate). 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.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 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 (see attached). 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.) 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. The landslide area is located near E. Quilcene Road. 7.) 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. 8.) 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." 9.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 10.) 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. 11.) The applicant is proposing to create or add 1,215 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to the Small Parcel Plan (see attached). 12.) 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. 13.) The revised site plan as submitted with the building application on August 22, 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 9/02/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a detached garage 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. 15.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, concrete, asphalt, etc. 16.) The building height is not Ailed 35 feet. 17.) Wampum Road is classified as private road and requires a minimum 20-foot setback from the front lot line. The side lot lines require a minimum 5-foot setback. The shoreline will require a minimum 30-foot setback measure from the Ordinary High Water Mark. Native vegetation should be re-established along the 30-foot shoreline setback. 18.) All stormwater generated from this proposal shall be infiltrated entirely onsite. If the applicant wishes to collect and tightline the stormwater into the bay then a shoreline exemption permit shall be required. 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MUD5I1-1- W/ 1/2 X 10 ANCHOR BOLT W/ 2 X 2 X 3116 SQUARE WASHER 0 6' O.C. & WAN 12' OF EACH END OF EACH PIECE OF MUDSILL GARAGE 31/2' MONOLITHIC CONCKETE SLAP OYER 2" 5AND W/ 6 MIL POLY. VAPOR PAPRIER & COMPACT NATIVE 501L W/ 12 x 18 FOOTING W/ (3) #4 PAR CONT. CRO55 SECTION 1/411 = 1' t2umv PlooM L DATE: 7-2-03 REV.: Ca U � 06 Q C-1 1-. I Z n `) PERMIT 03— JEMMON Lo PC�k V K) U m� J < ` ) i Z OU W W (� Lu J 1- LQ ZZ LLI N iL BID 4 UNTY C FAGE 2 OF 2