Loading...
HomeMy WebLinkAboutBLD2004-00229 i 110 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00229 Received Date 04/9/2004 SITE ADDRESS: 411 SHINE RD Issue Date 05/11/2004 PORT LUDLOW, 98365 APPLICANT: MICHAEL HARRIS PHONE: (360)437-9629 DAWN HARRIS 341 SHINE RD PORT LUDLOW WA 98365-9276 SUBDIVISION: CARLSON SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821334080 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED GARAGE REQUIRED INSPECTIONS: P;cr SETBACKS: fie 00✓/ ' z UFFER: /6Jc+:Jd .04 Footing: L74: ://je/ii 6 . (1 Foundation:O , M J,&,ons 117/Oti 110e- Stormwater FINAL Approval: PEAvik- ..0241 i +, I)S.-7 cNTLr j 0470 [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : f( Framing:. 11 Plumbing: , [ ] Propane Tank/ Lines: [ ] Insulation: ,o }A� - 1 1 Sheetrock: [ ] Septic Sytem Final Approval: ]4o P]v„1,06 ( 1 Road Approach Final Approval: r4 /F J [ ] Zoning Final Approval: N (q j4 Final/Occupancy Approval: 42K -Por -Pi?la I //4�5�� HEALTH DEPARTMENT AND PUBLIC WORKS 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 UILDING PERMIT APPLICAION MRAOW00p 90 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00229 Received Date: 4/9/2004 SITE ADDRESS: 411 SHINE RD PORT LUDLOW, 98365 OWNER: MICHAEL HARRIS PHONE: (360) 437-9629 DAWN HARRIS 341 SHINE RD PORT LUDLOW WA 98365-9276 SUBDIVISION: CARLSON SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821334080 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PH DNE: REPRESENTATIVE: PH DNE: PROJECT DESCRIPTIOI NEW DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 31,395.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 42 SHORELINE: CONST TYPE: GARAGE: 1,332 SETBACK DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 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 _andslide �+;/,jZ�(')C 15 I° !i ' Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: A Pfa•,,i•/ t y _ Permit $461.95 KAS 04/09/04 64135 Er Plan Check $300.27 KAS 04/09/04 64135 MAY 1 1 2004 State Building Code $4.50 KAS 04/09/04 64135 Total: $766.72 Jefferson County Piannine & Building Department ( fb/fili ( ins./66, S • SPECIAL CONDITIONS FOR COE # BLD04-00229 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 12, 2004 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: Suburban Shoreline Designation, Seismic Hazard Area, Susceptible Aquifer Recharge Area and Coastal 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.) 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. 5.) 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. 6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according to the County GIS map. There are voluntary and 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 Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 7.) 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. 8.) 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. • III Jefferson County Department of Commuity Development 621 Sheridan Street,Port Townsend WA 98368 13601 370-4450 ) , Perm°i) 4pp_ gical'oon r, ,,,,, ,,t 4.4, 3,.../..t-rt,* \\\ ,,•,,i::,...ifir401,23, Project Description: Building Type: Pro ect T pe: Frame Type: Sin le Famil _N W°✓' e Attached/Detached ` Addition Steel Modular Alteration/Remodel Concrete Commercial Repair Masonry.,. Multi-family/# of Units Demolition Other: Industrial Other Bathrooms: Bedrooms: Type of Sewage Disposal: NI p\ Type of Heat: , \.N. Eats N Existing: i\ Choose one: �: Sewer Comm alit)/System Electricity Oil Proposed: Proposed: C Individualtem r' Ioodstove Propane Total: Total: If not sewer,fill out the following:Illitigib Heat Pump Conventional ternative Other Permit# SEP --• Water Supply: Private well Two Party Well Public:Name of water system: Square Footage: For Office Use Only Main Floor ^ Consistency Review 4 •6)0 ,ND Floor Base fee 1-1-6( ' q 3rd Floor Plan Check fee 300 - 2-7 Htd Basement State Surcharge fee if-. St Unhtd Basement it.-77A c .�t 3 3 � ubtotal 8 t •7 Z.. Garage/Carport ' -`j 5�3 = S �� Pot Water Review fee Decks 911/Rd Approach fee - i 'vZ( S Commercial TOTAL 3 f if- 7 2 Industrial Receipt# 64-1 (,5 Other 4Z CE ect4. l.1t1J Cz- Cash/Check# (-j 2 Total Valuation: Initials P F' Or Date t f q Cot-f' / ' 'Estimated Cost: f' \ If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank HeightG 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 9f entryto Jefferson County and it's employees,representatives or agents for the purpose of application review and anyrequired later inspections. Access and right of entry to the applica ,spropertyor stmcturs shall be requested a shall occur during regular business hours. Signature: " ierei.# t c Date: /'� 4 re ` OVER ► H:HOME\PLNCNI'R\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 / �f y 2s 2s X-� s. 1 ir*, . I I 1/y n• O7o T t, yF I F t Fr-ti i _ ill n _ 11T -T-1 — .. ,ai Gm 111 I� �' I \ 40 Z �' R' I «. WAIL / �BRACLD WA41 I - ..-. SLOPE.- SLOPE .... -__ T _- . _. I °.-- I z ._ a F a I 2 T III n D \ •�\ lig '� T —0 I—W it z r L---4- i i _J I� I. I1� s \ - a N m A.. 172 I I<< \ m I= MANUFACTURED TRUSSES®24'O.C. z� II e / 24 �o 1 ===A1—t_ L J 51 `D JIiPR. N g J \ \ I I 80f Ergs A9§" F y Ra EN \ \ I I , \ von wil L 90 VERIFY ROUGH FRAMING HEIGHT 4L0 40 BRACED WALL BRACED WALL 5.Fm 6 Cn �^ ti 01pi / 240 / di N o— n . D o — n 26 N / 100 ..-./ cam' 2 cC f N (� / 240 / �(e 4-0' 40 r wALL BRACED WAIL / I oa _ O A rlkR a N ei • -0-1. ----) IIy — 1• 3 N r^l g M Z 9 am 11 C \ 0r JN \' 6 \ h i \ rri \ J\ , \ a \ \ I \ \ P. i V, * L J = 17.0 co 40 4 = WAIL ' BRACED WALL 1 b/+ F 24'0 / sold C C2 h A RKI S RESIDENCE 111104 D DATE PHASE REVISION DATES JOB NO. - D 2-24-04 SCHEMATIC DESIGN DRAWN �'y,,^^( T 3-24-04 PERMIT DRAWINGS CHECKED - N 5 f f . I I'd 1- KOAD R FILE NO. - _.. PT _ OW, WA 983G5S.. a..,»« ©2DD4 �ij, . iij, i 1 ALL RIGHTS RESERVED 4 k < 0 0 o Z z 7. a .I 13 .i § 3 .o c z —n MI CP I c CO (\)8 , El _ a,gR (--,7U Fli5!. ‘0 z o 0 Z rn Z 4,: 0 o Z 301. or. to .... 4 g g 11116 V V Z r o 2 E a $ 6i $$ 4 $ 4 t it t fi t (----N .if\CJl I I — I — 902'0703'W I—I I ; I I '� 'I \\ _ ` -1 .-...) rn r t �'�_ 276A3' -� I I I J L \ hn 1 I I r r I I I 1 . � , ' I I i /// U z 1 I 1 \� 1 1 1 II I I I \ \ I !\ I .\ 1 , III I 1 I \ I II I I ' I ` \` \ \1 I 1 i i j l i I I\ \ I ' II § it i �pV \� i 11 II i 1 \ I �., �\\ �I\ \\( .--...\I ) Z /' 14, / \\ :, \\ \ \ --(E\, \ \ I tJ, \\\\\ 360 'I i I ; I i I \I 1 1 I I 1 1 I \ \ 1 !\ I 1 ' I _ \1 II\ 11 I \ -, / I' ......,.m_ GRAVELORM \ i I j 1 l i 1 I 4 / / l I I I+ • 1t IN\ ,II,1111' 'I ' I� r',.' /' �/' i' / 1' 1 I\ 1 i $ II'II i 1 'y1 '•j�Tj p�rgrrn 1 i \ 1 I i 4 / 1I i1i ' '�/ to L —1 'o•sroe YARD sEm¢K L 3 r NI J 1 , L / / 1 I� O — 1 — I — N MT OS'E , I I I I 1 CD 1 r / j 826.00' I I I I I / / / 1.: goer / 3er / I�'r / N-I IP' X 1 D h ARRI S RESIDENCE :0. DATE PHASE 2-24-04 SCHEMATIC DESIGN REVISION DATES JOE NO. O DRAWN 3-24-04 PERMIT DRAWINGS } z t 1 i^ \i L.i CHECKED - —a. Q swat PILE NO. - ®2004 ALL RIG1-1T5 RESERVED • 1 0.11T Ce, ..,' . ,4 JEFFERSON COUNTY ,' DEPARTMENT OF COMMUNITY DEVELOPMENT APR - 9 2004 621 Sheridan Street • Port Townsend •Washington 98368 �ING http:/3/www.co.jefferrson wa.s/ommdevelopment/ - STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 014 -(a O PROJECT/APPLICANT NAME: mf,,,4,7 o ( /Yj. 41Q,.,----/s 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. ' - o , r .Av 7 r pry/0o S e 7<zI'ecf e- /pr r•tC;(7 t.;dp may Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the sitemap. �ex��142_ iNc,l.:.•-,e 4ro.0 .So�.l"`(� �o Aiar 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 4. Describe the existing soils. Indicate soil type on the site map. 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. �= a ; c_ /L,_ 6. Describe any excess levels of noise generated by the proposed use or activity: ,API 0 VE 7.1D v J4 TORMW TER PLAN iPii rr ERSON COUNTY stormwater site plan template—rev.10/1/2003 OtPT - t'�ibt'rtUN TY 5 StCi� ; 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. /6/4— . 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.). ;57L Le__ 7iL- (oft «ao.",7 Nor‘ e-r--47e='-'e- / ' y' AV7' -t ._ or.4,--deL 4--2e—cf--� ..5I , pd. fe, -f�.� sow 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. .STit—o r-,l. u�ei-�/te - Z.,rr 1.�t7 Th:e - 4v/(-7(/'�d`' e.4,5 P it a- , ll�esf7' ///��� 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.] /-1/4 11. Describe the performance goals and standards applicable to the project. /0- ,.,Describe the flow control system. ra., 1 APR —$ a i i } stormwater site Lplan template-ibv.10/1/2003 ,' 6 +�.�...:: ...., ,,..;,..'ao�'w , tfr 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. N� 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. /(1//4 17. Describe the proposed surfacing material. r' rat ��z: 17(.� B,U gcarn�a t-o o' 9i^oc d ©A 4,-71/7 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. /c1// 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. , // apAtiNk stormwater site plan template-rev.10/1/2003 7 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 section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. / n 7-- / / 4A •�/�f cigee� /eC/�/-lea-"/.�'�/yrOi✓.4C er,47 .�_ lit.g r�s trPry (i.4C.7te_,L. .O1tJ ,e s /Ur, Pc.0 (Ve, CN iefe— O "le -t area Q ✓ c_ O/� c-co l�-+!/� �:S 7 .e€( 2. Establish Construction Access. .Ss' 7L�_ t1GGS.S F i 5 e�E w a_sair e C aJb C I S4 r 3. Control Flow Rates. 4. Install Sediment Controls. �,/� /, ,• 40/-1 e - o�� So o e7e _eLt/at..-ti e off // / / ez.7 ( 5. Stabilip Soils. 1 // _ Sn.°(3 cc-ere— s � �( b a`7 9cc r : ¢ �•'/C 6. Protect Slopes. /moo. 0 �( S (�z`7�_c�.rJ 5 7. Protect Drain Inlets. 3/4 stormwater site plan template—rev.10/1/2003 8 • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. / //4 • 9. Control Pollutants. /C) A 10. Control De-Waterin (the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). Art/� s ivy% ` 12. Manage the Project. /37 /Orr eetife9��e-r- S 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). GC)/A'f- b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description oenvironmentally sensitive areas that are on or adjacent to the site. Apt 9 �u`t stormwater site plan template—rev.10/1/2003 9 b. Description f special requirements for working in or near environmentally sensitive areas. 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,ro settleability,permeability,depth,texture,soil stru ture). OA.) S%C� 5 0"7/.5 Se..e.,c/y her,.l-c , 2- clr",.ei'7.-- 6P1`��t2__— re_;< • /y ,4o„7`-e,q/" s,.,.l ,-.-m 5;4.3 i for.0%4 5. Construction Phasing. a. Construction sequence Ccv.-a.ry f_'_ C---a-c.. 0.0 / c,,-ail 4,....., C04. S vc1 rh_; b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. /� �/ csr�... 3�c 9-_ c ep - /1-107 (-)- �.;�,`S 4- _ : all t y Cl (5 Z�� II. Wet Season Construction Activities. a. Proposed wet season construction activities. 1� A b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initi tion of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. p A-'/A- 8. Engineering Calculations. Provide Design Calculations on a separ to sheet for the following, if applicable. a. Sediment Ponds/Traps. /4- b. Diversions. �- c. Waterways. d. Runoff/Stormwater Detention Calculations /v, APR - 9 2Uu'+ stormwater site plan template-rev.10/1/2003 10 • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include 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. 7'1).1124,2-4 )1-7 (LANDOW ER OR AUTHORIZED VE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: 9 200� AP stormwater site plan template—rev.10/1/2003 12