Loading...
HomeMy WebLinkAboutBLD2003-00190 0 • MANUFACTURED/MOBILE HOME INSTALLATION PERMIT Jefferson County Department of Community Development 629 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03 Received Date: 3/24/2003 SITE ADDRESS: 121 SHINE RD Issue Date: 4/30/2003 PORT LUDLOW, 98365 APPLICANT: BRUCE CRITTENDEN JANICE CRITTENDEN 1041 ANDY COOPER RD PORT LUDLOW WA 98365-9728 SUBDIVISION: SANTY SHORT PLAT Block: Lot: 1 PARCEL#: 821333034 Section: 33 Township: 28 N Range: 01 E CONTRACTOR/ OWNER/BUILDER PHONE: DEALER INSTALLER: JON C LUGAR WAINS0260 Expires: 7/31/200z L & L CONSTRUCTION PORT ORCHARD WA PROJECT DESCRIPTION: ADU - MANUFACTURED HOME INSTALLATION MAKE: SKYLINE YEAR: 2003 SIZE: 44 X 28 THIS PERMIT IS VALID FOR ONE YEAR AND IS NOT RENEWABLE. THE FINAL INSPECTION MUST BE SCHEDULED AND PASSED WITHIN THAT YEAR. THE EXPIRATION DATE IS 4/30/2004. REQUIRED INSPECTIONS: ��---- [ ] etbacks`:•otin. ONTINUOUS FOOTING SLAB PADS USED): OleS / a/Om Di el e [ ] Blocking/Plumbing: [ ] Zoning Approval: [ ] Septic System Approval:[ ] Final/Skirting/Vents/Porches/Steps: 4/* .0„ .-� d cis/CojekalOn ID,/203 HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION 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 CASE # BLD03-00190 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 9, 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: Type 5 Stream, Susceptible Aquifer Recharge Area, High Risk Seawater Intrusion Protection Zone (SIPZ). 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.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 5.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 6.) 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. 7.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 8.) Washington State Department of Natural Resources commented on the application April 23, 2003 and determined the depression on the parcel was once part of the drainage system that would in its natural state be considered a Type 5 Stream. However, both road and residential development have heavily impacted the natural drainage, and the depression is not considered to be a Typed water. 9.) The applicant is proposing to create or add 1,188 square feet of impervious surface and 1,200 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs). Due to the possible drainage from the upland Type 5 stream during high storm events and per UDC Section 3.6.8, a Small Parcel erosion and Sediment Control Plan has been required for this proposal. 10.) 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). • 11.) A minimum of two (2)onsite parking spaces are required for an accessory dwelling unit. A total of four(4) onsite parking spaces are required for the parcel. 12.) The building height is not to exceed 35 feet. 13.) Minimum setback from Shine Rd is 20 feet. Minimum setback from SR 104 is 50 feet. Minimum setback from eastern and western parcel boundaries is 5 feet. 14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 15.) The parcel was created through the Santy Short Plat on November 14, 1978 and recorded with the Jefferson County Auditor under AFN 254070, Vol 1, Pages 81-82. 16.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 17.) A manufactured home exists on the parcel as the primary single family residence. A building permit (BLD01-00277)was finaled January 23, 2002 for this manufactured home. A septic permit (SEP01-0070)was finaled December 13, 2001 for a system with capacity of 360 gallons per day. A road approach permit(RAP01-0113)was finaled January 15, 2002, and an address of 203 Shine Road has been assigned to the primary single family residence. 18.) Shine Road (C505409) is a county local access road, and SR 104 is a state principal arterial road. A road approach for this single family residence was reviewed under RAP03-00069, and an address of 121 Shine Rd has been assigned to the Accessory Dwelling Unit (ADU). 19.) A septic permit(SEP03-00071)for the Accessory Dwelling Unit (ADU)was approved for a system with capacity of 240 gallons per day. A road approach permit was reviewed under RAP03-00069. An address of 121 Shine Road has been assigned to the ADU. 20.) The revised site plan as submitted with the building application on April 25, 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 April 28, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a single family residence 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. 22.) This site is served by PUD#1, Bywater Bay Water System. 23.) 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. 24.) Call Jefferson County Permit Center, Development Review Division for inspection of erosion control measures. (360)379-4463 . . MLA03-00149 Review Type: I MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00190 Received Date: 3/24/2003 SITE ADDRESS: ";•`.,:; SHINE RD PORT LUDLOW, 98365 APPLICANT: BRUCE E CRITTENDEN PHONE: (360)437-2922 JANICE CRITTENDEN 1041 ANDY COOPER RD PORT LUDLOW WA 98365-9728 SUBDIVISION: SANTY SHORT PLAT Block: Lot: 1 PARCEL NUMBER: 821333034 Section: 33 Township: 28 N Range: 01 E CONTRACTOR/ OWNER/BUILDER PHONE: DEALER: INSTALLER: JON C LUGAR WAINS0260 7/31/2004 (360)479-8312 L & L CONSTRUCTION PORT ORCHARD WA REPRESENTATIVE: PHONE: PROJECT DESCRIPTION: ADU - MANUFACTURED HOME INSTALLATION TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE: TYPE OF IMP ADU MAKE: SKYLINE SETBACK: VALUATION 46,900.00 YEAR: 2003 BANK HEIGHT: LABOR & INDUSTRIES APPROVAL? SIZE: 44 X 28 SEWAGE DISPOSAL: OSS WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO Exist: Exist: AREA Plat Conditions Prop: 2 Prop: 2 Wetland Erosion Total: 2 Total: 2 Seismic Streams Flood Way Floodplain Routing Date: /2�/o3 — F&W Landslide Shoreline Aquifer Type Amount Paid By: Date: Receipt: Ap"pro e e Manufactured Homes $151.00 MAM 03/24/03 55922 Jefferson APR 3 0 nty 2003 Potable Water Application $50.00 MAM 03/24/03 55922 Cou Planning Total: $201.00 & Build}ng Depart ent 9 Al WAA\A-i 3 ti JEFFERSON COUNIOOMMUNITY DEVELOPMENT 621 SHERIDAN., PORT TOWNSEND WA 98368 MANUFACTURED HOME INSTALLATION PERMIT APPLICATION 0 NEW BUILDING ❑ REPLACEMENT SIZE Zc YEAR MAKE COST C - 3�`L rc�. BEDROOMS: BATHROOMS: o EXISTING EXISTING �f- PROPOSED PROPOSED `v cc TOTAL TOTAL i 7/1 74; TYPE OF SEWAGE DISPOSAL: WATER SUPPLY: ❑ SEWER 0 COMMUNITY SYSTEM ❑ PRIVATE WELL 0 TWO PARY WELL ❑ INDIVIDUAL SYSTEM .EJ Conventional k] PUBLIC PERMIT#SEP 0 Alternative Name of water system: r D IF WATERFRONT PROPERTY, 13v" iz_ DISTANCE TO BANK OR HIGH WATER LINE - 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 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. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. SIGNATURE P1.2.L..24,1_ I) DATE NAME(PLEASE PRINT) FOR OFFICE USE ONLY CONSISTENCY REVIEW FEE 47.00.OQ RECEIPT# 559 BASE FEE FEE ADDITIONAL SECTIONS G` CASH/CK# `-' " SUBTOTAL 19 'o-° DATE 3 / POTABLE WATER (rr 911/ROAD APPROACH .'Rr 74 VJ TOTAL ? • Q° H:\HOME\PLNCNTRUNFOBLD\FORMSUNOBILEAP.11/26/01 G • N -�:. � _ • , 1:11,7?Ili j, ,i. \\. ,,,,,,,,,,,,,,,,,:,,,,t4,:,,,,„0", .‘,1,,, ;,%,tiF:,L,T....:\›i.e....,.,,,zirito\c, 7:11:C23\.-9‘ E. \ 1\64 -4-.' z. Oil ' 71- i ; , , . 4,. . ,?:: ,,,,,s.---.-------------" \....... 1( .� _ St y 1 " /„0.crr I , ° _ � r kt —( > rf ' ' C> 2 4 7 < 1----- :, . '''''' 1 'I 7 c, 1 I, ..0*, .'`.:. r.: •.''' --- '. , `\ Z el —i -, —w--0 - ,'--------- .------, ( fr, LP lc • T "- r V I\;7-1: ?). .\ _ 61 , ,476 •Fr\s\.0 -14-......—_:Th' .24._ -n 0 rr-.... Z-""--- --/ . \� �--� 0 I .,. _ _ r„ / 7 i ......------............ Q CD rn ' -U I C�T t i,i),____:_.e____, _, ,,,, , t ... 0 4 . ) V b! 'Fs') -, , --I 4.71 =7-....a F/ \ U\ / r GO Z- ni / ,./ 4 - , ,......—...._ „„ .........., C,,‘,„ \ \ ti: j \\\ //y . ( Z--- ' ,i,it, .'' ' ,1 \ ' t- 7/ ////' /' . - : :)) ' t H G \'' , .---.N '.' '. A' i / , .4. C /i/.' • '.,' ,/ .•./ / - Cr\ C 1 bED: �, • \ ‘ • \\\'N J� �. r(Th \ I .,„ \ v) Ai \ r cc) \ \ \\. \'‘. \'', ‘...\r ' ,1' 1 r - , \ fik , ,••••/ 7) , N,.., \„i.0,, , /, , ....,%5. (K, i),. / L., ___J '.:,. \s.i, ' , .1; \ \--' 7'. 33. /f- . ) r !, 1 ,.-Loi I . *- ( 1 — oq. _ , 1 \ s I i'A, 1 CA fv p a 4-1 � ,, i ' - crt 4--, '7" •-ti 1p - 2 0 :... c4 ov 1 --ei r 1 ; 7 _ q ,� rn 7) 'kY2 3' L,-,..-1-77=1-- \\'\.\\,\ ' .., R.L 3"‹ F . .1.il 75 \ ;:\\\\\ . qi g$ ', a > U l , .-0 t fr` ` . T \ \ �. '6' /, w . c\ , \ NI IL) d7 _ �(NI \_ t / , .1-1\JJ'Ig_."' .,' ____--------- 1 CY3 , . z.--,,_-) .i.",z, 7 ( Lor i OVER Mu.co3 ic{S �eo3-(1I PRo Ap PLAN STORM pTER /in — PR 28 2002 Cd ' APR 25 23 '._ ;. c -,j9 OFF ' 'y l JEFFERSO COUN 1 M JEF1+'1RSON COUNTY ' D�, Lp _GF 4 .5 y j 1v/DI'. tok, . STORMWATER MANAGEMENT — LLQ__ PMENf r °ErT.°r t oM c'" I' EL EROSION AND SEDIMENT CONTROL PLAN SIGNATURE:G..17:4......• 111 t♦ EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: 3At•tc 1 R.r3, CF-VrfaiN4T.YEN Telephone: 3(00 43'7 2'222 Address: 1 o.i-t A 1..11Y`r Coop z RA:. . Pc jur Li..LT)t ./Wit-) 1 E75 C,5 Assessor's Parcel Number: S 2-i''S 3'3 Co 3g- MI—ilk t* M Lp, o 3-oo i 41.9 Building Permit or Septic Permit Application Number(if applicable): CAS£ It 9 i2 o 3 -on 0 o Brief Project Description: t Kt STALL A p t P E) -re, `D i RE LT 5 To 't Rt..).t4 O Fr- _ E' - w-t- 'c14 E?.. 'P rrEF-3 R0Pt=EZ T ' A RTN NiO t-1wY lO4 WI�TR 13tui iD ' 'ro ✓XI7 PRopeR AT SOUTH ut-soRg' S i-t its RA To Cou. ' CuLvErT s Site Location: 12 i S rl f l.r E Zc D Person Responsible for BMP Installation and Maintenance: R_13 • CRITTEND.I-,t qkSS tST,que'itE , 'Rd M Co t—sTK.44 t i. E x_c A v A71,12 . Address: too t At--t'Z' coopp v-p cb r L-un / WA, , 9 83 vc Telephone: -3�v 4 3`l Z ")22 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. [] Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls,ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. [] Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas, landslide or erosion hazard area,etc.). SPESC Instructions—Short Form Revised July 17,2002 3 • 1S EROSION AND SEDIMENT CONTROL WORKSHEET [] Phase clearing so that only areas that are actively being worked are uncovered. [] Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [] Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [] Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. [] Protect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies.(See attached illustrations from Stormwater Management Manual.) [ ] Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) [] Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. 5� A-r-r SPESC Instructions—Short Form Revised July 17,2002 4 ' 1 S 1 Li ,APR 2 5 '` EROSION AND SEDIMENT CONTROL WORKS)f T ,Gp� �RSO"TCOUNTY Y DE VELOPtvI E,, 2. Describe how disturbed areas will be permanently stabilized(seeded,landscaped, apply gravertsase-- to roadways,etc.) j N E U 15-T-U1/4.R1F3 W)L<Y A�E A_ '1R3 tx_x_ R G Mh ht-w Co rrt-} CRLAS N 1)R1vE1.01N? 'Ro( L�/� - q t `rb-P N,b r 1 v e fl LA- pk,IR c ui-s`D lei W "P 1'P Fk t-s vs o F t J vJ "P IT E' Piz e P E u i.-n-} FF R- t tZb S 1 T'Ra L PCr i 3 U t S CS U rL_E T • y?I STIAR-131= i\121 5 C'bki-E EP t t ti4 ST 1ZA uv AN'D S E E V EV w iT 1-3 Pc 2,L vi PASTURE ( SS t-ux 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). e c a t 6 t rs A IS.ITC F a. A f c of Cot•-,--RO t.. SPESC Instructions—Short Form Revised July 17,2002 5 EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. NEw PiP7✓ WLLL 1isS-fi7kw O 13S- t›S NY t+ P- 'tomo SLY- CA M.€t--SOUS., P 1 P E A 1 E A W ILA, EXCA VATS `'re) I t�C A R P4 E 1, ('LA Lel) /tom? 13 Nc.K P 1 U. 1D PREs5e p t LT'H rttPP tt•JC C-iat�St-k E o R.oC -.. t N o`IU VNO12-.1C. 0AY S1t WtLL ^fi-El-r 13S 5e"cLkRt✓P WET- Ia t_Ros-tcis COt'JT L- e A1�� M a.. INS ATE.R IS AVAIL-P03 i'G aT 'Ta-1 C c1TT At-JD Ve6TN-tIb,-U V•12l_t_ Pe 1'L-Ace AS SccDN l�S PP ACT1C.N-L- The Best Management Practices proposed above will be implemented to control erosion, sediment, and stormwater runoff.I will notify the Jefferson County for inspections as required. /F3 e. Rt a4 (3 . 4 - 2 a D 3 Signature of Owner/Agent Date SPESC Instructions—Short Form Revised July 17,2002 6