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HomeMy WebLinkAboutBLD2003-00724 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00724 Received Date 11/18/2003 SITE ADDRESS: 751 BEACH DR Issue Date 06/21/2004 QUILCENE, 98376 APPLICANT: WILLIAM P WEAVER PHONE: (425)868-6854 805 217TH PL NE SAMMAMISH WA 98074-6801 SUBDIVISION: Block: Lot: TX 28 PARCEL NUMBER: 701344025 Section: 34 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: REMODEL/REPAIR EXISTING HOUSE (LANDSLIDE DAMAGE) REQUIRED INSPECTIONS: SETBACKS: UFFE -.l Footing: C.O/J D -tt-!$-aye /-2t-es'[Yi Foundation: re t�,Y� _fZ,.2,Q.01casLi-me,c y-OS'Wie.e.4(.. r [� Stormwater FINAL Appro al: f iplays , i� kt,r,'Underground Plumbing: t f r f j S kw it) oK #17 Underground Insulation: z /s /iusuL*rid�v 17/IS� 4't9Raa - r/A,oe t t Z7/. Shear Wall : I Framing: OK 56/0.6 Plumbing: Oj� S©�/44 / �x r ►oil >,v�S bK G�>�j�b r iiit r&RJOIL DA: S�f Propane Tank/Lines: GXt dAs,(iwe-'Locigrr.4 a?ems,®-s Z .5�.1.yQs,,,� of /Ay,r �e/ac. As 4� - e Insulation: 4e 5 , t- D S o6 fr G&-yj/Jc I4),ous og 1.0410t f/y/M Sheetrock: l 3/7 p � I Septic Sytem Final ppr val: ( 1 Road Approach Final Approval: ./l/4 / Zoning Final Approval: Final/Occupancy Approval: L —15—p q HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY sue. e�1 SPECIAL CONDITIONS APPLY-SEE REVERSE SITE PREPARATION CLEARING AND FILLINGa SITE DISTURBANCE L '° • STRUCTURAL FILL _ CATCHMENT WALL RECOMMENDATION ` "' RETAINING WALL CRITERIA , DRAINAGE CONSIDERATIONS 3UILDING PERMIT APPLICA$DN MRLA03 00eview Type: I 6 21 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00724 Received Date: 11/18/2003 SITE ADDRESS: 751 BEACH DR QUILCENE, 98376 OWNER: WILLIAM P WEAVER PHONE: (425)868-6854 805 217TH PL NE SAMMAMISH WA 98074-6801 SUBDIVISION: Block: Lot: PARCEL NUMBER: 701344025 Section: 34 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: ROGER LARSON PHONE: (360)437-0170 142 RESOLUTE LN PORT LUDLOW WA 98365 PROJECT DESCRIPTIOt REMODEL/REPAIR EXISTING HOUSE (LANDSLIDE DAMAGE) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP REP MAIN: 1,860 VALUATION 120,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: GARAGE: 108 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: OTHER PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 2 Exist: 3 Wetland Erosion Prop: Prop: Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: , '' F&W Landslide i _., /, Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,105.75 KAS 11/18/03 60430 Plan Check $718.74 KAS 11/18/03 60430 APPROVED State Building Code $4.50 KAS 11/18/03 60430 Potable Water Application $51.00 KAS 11/18/03 60430 JUN 2 1 2004 Total: $1,879.99 Jefferson County Planning & Building Departmen er • izsozv co Jefferson Cau�partn t of Community DMY� 1 6 621 Shildan Street,Port Townsend WA 8836813601378-4451 permit il „ ... . n 0 4, .0 -- '-'.. - pp_ a caTo on ,,,,,,, lv Project Description: Building Type: Project Type: Frame Type: X Single Family 0 New 0 Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular V Alteration/Remodel 0 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: 'i ❑ Sewer ❑ Community System 0 Electricity ❑ Oil Proposed: d Proposed: --0____ _ yf Individual System ❑ Woodstove A Propane Total: 5- Total: . --- If not sewer,fill out the following: stHeat Pump X Conventional ❑ Alternative Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only , } Main Floor p l g 44 4 Consistency Review 47.00 2ND Floor 0 Base fee 1 1 Q 5'- 7 S 3r Floor a t Plan Check fee—65% 1 1?, '7 T Htd Basement 0 State Surcharge fee '-(. 5-0 Unhtd Basement coSubtotal 1 9. 5. 99 �-t7 Garage/Carport Pot Water Review fee ()O�. Decks _,x_ 911/Rd Approach fee , (SQS.Clc Commercial l TOTAL /% 5 /. _/Q/4 Industrial 0 Receipt# (Q 014,3 C Other ' ci b p td` NO l U p ° Cash/Check# (c%' Total Valuation: Initials Al Or Date 1( i?-1"�' Estimat Cost: P'------) --A &IV If within oreline, Distance to Bank or Ordinary High Water Mark lb' ft.Bank Height 3o t 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: ��i,! Date: 02'7^ 0 3 OVER 1* H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 fly, JEFFERSON COUNTY NOVorilk 2°� %,,i4, DEPARTMENT OF COMMUNITY DEVELOPMENT 'ti' 621 Sheridan Street • Port Townsend •Washington 98368 ; 360/379-4450 • 360/379-4451 Fax NO Ohttp://www.co.jefferson.wa.us/commdevelopment/ VP STORMWATER SITE PLAN SUBMITTAL TEMPLATE I MLA# PROJECT/APPLICANT NAME: IU It Vet., k-ta 0_4E" REMopEc... Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, thl applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit 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. 0 W�J e2- w s/�' To SA e- �X is .,(Go �R. 0 rdl r. rid OsE . Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. i '5J(1. 5 g a-Vier t' 4 TE PL-A C L A?7 �tJ d P- 41.4 i A/E 0 REMODEL-- PM?Js . 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. sec S.0/tA REPO 2-r APPROVED— I STORMWATER PLAN 6. Describe any excess levels of noise generated by the proposed use or activity: PJ , A ` JUN 1 5 2004 a — IF,FFERS NV nt 1 DEPT.OF CO DE .LOP ENT SIGNATUR stormwater site plan template—rev.1 O 1l2003 `- �W Wei 1 s ail. Canso 1'h G60 • s 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. PlOt 8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities, roads,and sensitive/critica (streams,wetlands,lakes,steep slopes,etc.). ''g- 14 -A72o MAP ,4 Pie-PORT , 94Altf 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. rC ('-re PLAN Fit.- co NT2m.'-- MO6u 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.] N ,A 9 jJ411 F. 11. Describe the performance goals and standards applicable to the project. pc )12s oW in-4 a) fedm t.(De A( 4 4 f?OeIen ?r P (i)/ 1. ? gAtus (3EFO )(IVr 1-46 DABd e • 4 112. jYOescribe the flow con'trol"syste Sri, 1 4 Lvu. f>s 3t Vr 1 "-III stormwater site plan template—rev.10/1/2003 6 • 13. Describe the water quality system. X(e. 1 rim P C k c7LEIST-ekk 6E162 14. Describe the conveyance system analysis and design. A '. L4 0)6 0042.14 Pam' -]72ePC-41 ( d (1 0 iad Putmq 0- 0 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. Mt' ( d1U S C Sop.ia FoolvDA-nab p tus - ( VI At) L. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 4 `r' Pt-A)1 . ct0vS 17. Describe the proposed surfacing.materi L re PCAP 18. Describe methods for restoration of the site. 'E '4 i PLAN F0i2- e LAca-A t aitur '" 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for - "large"projects and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals PP here. . A • 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 5p j�.s pepepT ,' r A 4' T C4at 1 SuL.-rt/V " 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. getr,.�t u& P -r stormwater site plan template—rev.10/1/2003 7 • • NOV ? 8 200: CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN SWPPP The SConttreittion SVVPPP,addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the G E temprate;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. 2. Establish Construction Access. 3. Control Flow Rates. v-grzc,(aft, 6 JtA'' A -, 4 Le % 't Y' A)0 (2- + J 4. Install Sediment Controls. D i fi 12-50/3 K� HAY �A 5. Stabilize Soils. d 6. Protect Slopes. 7. Protect Drain Inlets. - :' 8 stormwater site plan template—rev.10✓1/2003 Iv • j. NOV 18 2003 ij 12 Required Elements—Construction SWPPP(continued) ._ _ 8. Stabilize Channels and Outlets. ;, fLI;7/q� ` Ouik f • ir! tl�l r'In i 9. Control Pollutants. S t<,J P6AlJ SL�I2(' 12L LAP 10. Control De-W at ring(the act of pumping groundwater or stomiwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. - 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). /. Al&-Da' ` r ) p. w A.f 7 E 'i l O 1 ;'i i.es. A .-1r Jar O kik/Yak UUA "Ali.?_ b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). PI G� fZ-a%r,1U 0,241 (-4 A ) &AL (2 PAS PAY e 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. stormwater site plan template—rev.10/1/2003 9 _1 II I ' b. Description of special requirements for working in or near environmentally sensitive areas. )f-Ar p e�-t of A2 . b z., ( - P:ePt p ..0 ' tN‘57-AL-t.- �=-(LC`NG{-i op-Ald , v lute. Ae z MeiE QUAP 4QUA y FloM br od - TD P2E7/t dos L/Y_4-r o ac,) 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,settleability,permeability,depth,texture,soil structure). 5eo raI Lie- REPOP--T /34 AsPvzir criP i t✓-tl.J` r 5. Construction Phasing. a. Construction sequence RAt poop (&t{ No ktove72-- IP eQL`- CeA)G, g1-$413, PEACE I2I77 P PO D , Co-t. 4?uric' b. Construction phasing(if proposed) ut6 JIMT 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. Na &2 OR i& Do 2c lv' w er i f.1 j > J l A t2uOc- ,A ,R-r 12_- Ces t tufz, _ II. Wet Season Construction Activities. a. Proposed wet season construction activities. Iu O 24b f A , gehtove a rluJd 414)6" 0ei.s - (3 2E tov el-- .,o#J- WO gie- ON N o 05.)r)IZiii t.t;r�< ,r1, b. Proposed wet season construction activities for environmentally sensitive areas. WOg4/-- 1) A) ge-i, 4.4noSE. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. U)t LL ,AAA. 41��,lLETL- , b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. u , A . 71 o u)it)e12/sd iLD --- 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. t a. Sediment Ponds/Traps. 6I1 PLa it), 4 C er-r t-- Fgo M £'A SPefe1 C ,i PSUtT,I b. Diversions. -40(!nl) ON . ( E PLA I ) c. Waterways. SEfsi ft.- We'_l 0 5(-r • pAsevu d. Runoff/Stormwater Detention Calculations ., j(E P LA L) stormwater site plan template—rev.10/1/2003 10 1111 SPECIAL CONDITIONS FOR CE # BLD03-00 724 • 1.) The application was reviewed Development by the Jefferson County Department staff on November 28, 2003 for the of Sensitive Areas (FBAs) under thenvirnCommunity Aftere initials ( ra potentialifed Developmente f Cod (UDC).ly provisions of the Unified Code ann theGeographic Information Systems mapping review and an investigative inspection,5 stream; following ESAs were confirmed to be seismic; slide activity SUSC aquiferpresent on the subject property: site shoreline desi recharge 2.) Aquifer Recharge tine. area; coastal SIPZ;P pe�y Type formations Rs that ga Areas in Jefferson Countyconservancyical ow percolation of the surface rwaterr into the soils and the underlying zone of saturation. Aquifers arebyrized porous geological permeable geologic formations that contain sufficient saturated serve as the material to yield significant quantities of water to wells and scrip 3.) serve osource of drinking water withinsprings. Aquifers thusc promote rapid Aquifer Recharge of rechargemost of the rural Areas are those with portions of Jefferson County. 4.) Geologically Hazardous Areas in Jefferson Countygeologic and hydrologic conditions waters to groundwater aquifers. geologic material, and groundwater that may areeto createaepzed by slope, soil t such as earthquakes on' and water quality during combine problems type, or severe rainstorsand after construction or duringwith slope 5.) stabili A Type 5 Stream (Fish and natural events property. The stream Wildlife Habitat Area) Proprty. from the will require a setback of 50-f et been identified on the subject horizontallyil also have the andOrdinary Water Mark The setback shall be 6.) sha Stream buffers are areas thatd Building shall beS (OHWM). Fish and measured Setbacks established. Wildlife Habitat Areas minor pruning or alteration of vegetationmaintained in their natural condition, however, character of the buffer are not diminished. may be 7.) Among the native conifer spermitted as long as the function and but are not limited to: oecies which may be used in buffers or for re-vegetation Shoreinclude,Pine (Pin us Contorts Grand Fir (Thuja (Aibes grandis , getation Plicata),( ), Douglas Fir(Pseudotsu a) enzi Spruce (Perna Red Cedar and Western Hemlock (Tsuga Heterophyll)ziesii ). Western Cedar Among native tree s g-Leaf Maple species which may be used includes: Vine Big-Leaf (Acer Macroph Ilum), Red Alder Maple Quaking Aspen (Aleut Rubra p (Acer rCove (Arbutus Bitter Cherry (Populus Tremula), Black Cottonwood Po lus Tri e (Pr Emarginata), Oregon (Arbutus (Rhe (Prunus(Pr ana g White Oak arryana) Tricho rarpa Scouleriana). ) Pacific Willow (Quercus Garryana ) (Saliz Lasiandra), and Scouler's ) Cascara Willow(Saliz Among the native shrub s A he d ier shrub species which may Dogwood (Corpus St ob ifs a e used are: Sev(Gaultheria S(Amalanchier (Holodiscus )Salal Spray ark (Holodiscus pus ,Discolor), Indian Plum (Gamts) Pacific n , Nutkana ) Red Flowering (Oemlaria Cerasiformis , ) Ocean )' (Rosa Pisocar Currant(Ribes Sanguineum ld RNine (Rosa (Sambucus Swampa Roseoa pa), WillowsWild Rose (Vaccinium Ovatem )' Snowberry(Symphoricar os(Salixlbs), E, Red Elderberryk erry 8.) Marine shorelines and islands aed re susceptibletoP Albus , Huckleberry(Vaccinium P ) Evergreen Huckleberry intrusion. Seawater intrusiond is a e on in which condition olium). i n aquifer moves inland s that con ition ion h the that issaltwater/freshwaterknow asiseawater an ablequa forareas cannot obtaininterface in public consumption without significant additional treatment freshwater Maintaining a stable balance in the saltwater/freshwater interface Me rate ofin aquifer rechargeand cost. function. withdrawals (primarily through rainfall)and the ate of groundwater agency (primarily through wells). primarily a of with statutory authority tore) The Washington Department of Ecology County. New development, groundwater withdrawal for individual well Jeffersond in close pment, redevelopment, is the to proximity to marine shorelines in and landsin maximize aquiferuse activitiesd i on islandsch mannerane extent rechargeparticular should r/ developed in such a and maintain the saltwater/freshwater balance to the maximum. Possible by infiltrating stormwater runoff so that it recharges g the 9.) The parcel is located within aQ to the lis astal SIPZ(seawater intrusion protection to the o County Gmap. There are voluntary and mandatory 2002) 3, ffethat a County Seawater Intrusion Policy measuresffetividentified a according apply to well drilling proposals and building 44-22, effective of record. September 2lo g permit applications on existing lots A Coastal SIPZ is defined as:all islands and area within one-quarter shoreline,10 feut no history of chloride concentration above 100 wol feet. quarter mile of marine 10.) A vegetative buffer of 30-feet shall be mg/L in groundwater sources LandslideegetaHazard Area. permanently maintained from the top Landslide Hazard Area. All buffers shall be measured perpendicularly from the top 11.) Two Geotechnical Reports or edge of the report was prepared were submitted in conjunction with this a of the by Myers Biodynamics Inc. dated May was prepared byapplication. (One was Aspect Consulting "Subsurface Exploration Geotechnical and the other Report"dated May 12, 2003 with an u P report Engineering latter report addressed sed theGeotecedi June measuredupdated cover letter dated June 6, perpendicularly from the geologic hazard area. A setback of 30-feet shall be 2003. residence. y top of the bank (west side) to the remodel/repair of the 12.) Landslide Hazard Areas and their associated buffers Should sl buffer disturbance hr during require replanting shall remain p vegetated. construction, thegetated. (UDC)to the Administrator Hazard Area or its g with native seta i Development with vegetation. Code madee UDC Administrator.eLandslidebuffer without n. No alterations onsh by be 13.) Prior to and during without prior authorization area buffer shall approved construction activities, the manner that s be directly with a temporaryperimeter of thellandslide din su such hazard the following sign. The sign shall be stt atement: observed from the construction area. placed in a ExistingLandslide Hazard Area and Buffer- Vegetation. The sign shall contain 14.) All construction activities shall not encroach uponDo not Remove or Alter preparationntruof the buffer. 15.) The applicantmaterials. This includes the storage permanently separate or from the shall per ar ef the subject e boundary row,Buffer anyproperty throe of the Landslide Hazard, Area other prominent physical markingthrough installing logs, nees, a hedge 16.) Critical Aquifer Recharge Areas mayre approved bythe quality c degradation.er specialquire UDC Administrator. a The submitted proposal of requireon additionalmda aquifer mitigate water protection measures. However, P p°sal does not require Management Pss during construction the project shall follow theBest the Management Management(BMPs)and facility design standards as identified and defined 17.) To help prevent seawatefrom intruding landwardin developmenthelPuget the Sound Basin. in activity on Marrowstone Island, Indian Island and rwithin marine shoreline shall be required to infiltrate all stormwater quifers, all new 18•) The identified Fish and 1/4 mile of any buffer etback of 50 fedWildlife Habitat Area (Typerunoff onsite. High The setback shall e m 5 mSeasured horizontallym), shall maintain a vegetative g Water Mark (OHWM) to the repair/remodelmeasured from the Ordinary 19•) An additional setback of five repair/remodel of the residence)feet is required from the dence. 20.) A permanent physical se edge of the buffer area to the installedrmand separation along the boundary of the stream buffer area shall be a hedgerow, peror manently maintained. any other prominentSuch separation can include installingto 21.) Stream bufferw physical marking gin trees, perimeters shall be marked with temporary a at the UDC parcel or every one hundred (100) signsAdministrator. o a during activities.ed The sigwns shall contain th an interval in place of one pert -andDo Not constructionnse or Alt r Existing feet, igns shall is less. Signs shall statement:i prior e g Vegetation." a following "Buffer ----„,.....mmulimilimiii 22.) VOLUNTARY MEASURES OrSIPZ: • Water conservation measures: COASTAL &AT RISK • 1• Roof and other intercepted precipitation shall be routed to and/or other approved means and allowed to be released to the 2. Water collected from Storm on-site detention lawns d water and roof catchments may soil slowly. ponds gardens. Unless catchment water has been treated to meet drinking impounstandarded there shall be no cross connections allowed betweeny be used for watering impounded water. ink in 3. Water withdrawn from wells on each property the g water potable supply and an r ga withdrawn P pert shall not be used for watering 4. Ground water withdrawn from each Y gallons of lawns per minute. Property shall be restricted to a rate of three (3) 5. Installation of water conserving fixtures such as low flow restrictors and other water saving plumbing fixtures. 6. Landscaping toilets, faucets and shower P g plan (xeriscaping, native Please NOTE that the above listed vegetationmeasures with minimal amounts of irrigation). is intended to be illustrative of the typesare not intended to ae exhaustive, but rather 23.) VOLUNTARY MEASURES COASTAL water RISKSIP conservationmeasures. 1. Installation of a flow OF &AT 2. On-going meter. RISK SIPZ: going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 24.) MANDATORY MEASURES FOR 1. For proof of COASTAL SIPZ: DOH- Potable water on a building permit application, DOH-approved public water system if available. 2. If public water is unavailable, aapplicant must utilize 2. If water or individual wella rna qualifying alternative system following requirement: Y be used as f pot may be used as a. Chloride concentration of a laboratory-certified proof of potable water subject to the ofroof building permit a ry-certified well water sample 3. If pplication, submitted with public water is unavailable, a qualifying alternative system potable water. 25.) The property owner shall comply may be used as by the UDC P Y with Water Conservation proof of Administrator). Measures A meter be installed (per list maintained 2 26.)) A flow meter is shall prior to final sign off of the building 10,450 squareproposing to create or add 4110 square permit. 28.) The project shall adhere toeet of land the Best Management feet of impervious disturbing activities. Pervious surface and erosion and sediment during shall aces ss permanent control measures t ter, stabilize soil exposed construction. BMPs address o and drainage sdyuring construction, and in the design e 29.) The geotechnical re ort„ and operation of stormwater prepared b P Subsurface Exploration and Geotechnical Engineering "Design y Aspect Consulting dated May 12, 2003 identifies on Pages Report" site disturbance,mPertaining to (1)sitepreparation, 8-11 of said report (4)structural fill and recommendationsfo" (2)"Catchment clearing Recommendation"that shall be fully and has been recommended"thati be fe adhered to. Cat proposed other filling, (3) for review byport, a revised If changes are other uan what 30.) eC a licensed geotechnical engineer. geotechnical the JeffersonStateEnvironmenty al fined that this proposal report shall be ree ed P poses is canttegori 1 exempt from review under 31.) This is for a repair/remodel Act(SEPA)pursuant to WAC 197-11- on this approval are subject r to for l of ais ingc 800 Any future ut i pair/remodel of a single family residence only. and doessite note subjece reviewreview and in) y with applicable codes andd on tuordinances es its 32.) The revised plan dated Mayconditions which may re UDC, and has siteeea approved 28, 2004 has been reviewed(fore consistency UDC, by Jefferson Countypermits. Development. Any modifications, chap Department of Community onder the site 1p dated June 15, changes, and/or additions to the stamped, County DepartmenttedJ 1 , 2004 shall a resubmitted for review and pad, approved 33.) Outdoor residential storage shall be evelopment• approval fire, safety, maintained in an orderlyby Jefferson health or sanitary hazard. manner and shall create no ------mimmomemenniiiiin 34.) Not more than two (2)unlicen;,than one-half acre unless totally screened from view of neighboring d or inoperable vehicles shall be stored on� rights-of-way. Such screening shall meet all a standards specificdevelopmentdwellings lot less to the district in which the storagelcable performanceand the with character of the area. l and keeping Code (UDC) Screening shall meet the re kept, and shall be in kee lopm ent Section 6. Outdoor storagerequirements more ofnl Unifiedsed or inoperable vehicles vehicles is prohibited except in those districts where specified of thirteee spec or more unl automobileo ilcking yard orjunk (or salvage)yard and allowed yar such U ins an Table fthe UDC, storage shall meet the re as a Permitted Use 3-1and unlicensed ad or al requirements of UDC of UDC, suc (ESA), inoperable vehiclesbe stored in Section 4.10. In no case, 35.) Maximum lot coveragean Environmental) shall any is not to exceed 25%. Y e Afea impervious surface which includes roof tops, Lot coverage is defined as driveways, concrete, amount of 37.) Minimum setback from topetc. side and rear of bank (shoreline) setback shall yard setbacks shall be 5 feet. If ESA share no less than 30 feet.38.) Exterior lightingPPIy.for � present, then the Minimum finished g excepting residential uses shall not exceed twentymore stricter grade, Ground lgra e, n when such lighting feeta(20') in height from the 39•) Lighting fixtures shall isbe desencouraged. is an integral part of a building visible froms gned and hooded to or structure. directlyoutside the boundaries of the prevent theT light ensrce from lighting, during construction and after property. being allof sp of surrounding es oan after project completiony The intensity or affect t e 40.) use shall not parcel has been designated as adjoining rights-of-way. adversely affect the Land Use Map effective RR 1:5 under the Jefferson County 41.) An address of 751August 28, 1998. is a county local aces Beach Drive, Quilcene has been assigned to the l. Beach Drive Comprehensive 42.) A septic permit(SEP04- (C580609 . SEP04- 0083 ) parcel. Beach Drive 00e building )was issued on June 15 3, 1993. permit(BLD93-0468)for an 15, 2 was(SE 0 is filed with 43.) A Hold Harmles Indemnification Covenant was addition was issued on September 48Hold recorded on 44.) SITE PREPARATION: January 21, 2004 under AFN partT of the Those portions of the existing house and foundations that are not be abandoned should be removed or relocated if they depressions should beAny buried building that ares Theo permit. backfilled with structural fill as discussed n 45.) CLEARING areas. resulting AND Condition 30 of this should includeING removal of FILLING: Site preparation paration of planned building and driveway Organic topsoil should beo removed brush, debris and areas s where loose surticia!soilsp exist due toand the re any roots gruer bed.deleterious disturbance ande treated asub n remaining co sider ed. material. grubbing operations recommended should e uc as fill to the depth of upper 12 inches of the that will be exposed, for structural fill placement. The should 2 recompacted to soils firm as a result of stripping serve primarily reand non-yielding recompactedand as a working surface duringt condition. grubbing construction. This fill will Loose to very loose sandy the site. Because the a d gravelly thse soils ails ee variable, and the depth present in the existing surticia) debris on stripping can best be determined randomn tte field pocketsoft themay 46.) SITE DISTURBANCE: by the y exist The on-site fill and slide debris de high percentage of fine-grained high percentage material (silt)or organicdeposit soilscontain areas during site re (subject to disturbance when matter, which with a prepraration and excavation o wet • makes them softened. If disturbance ) The contractor must use brought tooperations so that the underlying care ggrade with structural fill. Consideration ation should ned sons should be removed and thecae not and staging areas with an appropriate cover of crushed rock. be given to area Protecting access 47.) STRUCTURAL FILL: Struct•fill will be necessary to established desires rades particularly in areas where unsuitable loose soils have vicinity of the proposed retaining wall and residence construction.n. Alleen referencesrefere ces to, such as in structural fill in the geotechnical report(prepared by Aspect Consulting dated May 12, 2003) refer to subgrade preparation, fill type, placement and compaction of materials as discussed in this section. Different percentages of compaction may be specified in other sections of said report for other purposes. After overexcavation/stripping have been completed, the upper 12 inches of exposed ground should be recompacted to 90 percent of the Modified Proctor maximum density using ASTM D-1557 as the standard. After recompaction of the exposed ground is tested and approved, or a free-draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch thick, loose, horizontal lifts with each lift being compacted to 95 percent of the Modified Proctor maximum density using ASTM D-1557 as the standard. The contractor should note that any proposed fill soils must be evaluated by Aspect Consulting prior to their use in fills. This would require that we have a sample of the material 48 hours in advance to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained materials (smaller than No. 200 sieve) is greater than approximately 5 percent(measured on the minus No. 4 sieve size)should be considered moisture-sensitive. Use of moisture-sensitive soil in structural fills should be limited to favorable, dry weather conditions. The on-site fill and slide debris deposit soils contained variable amounts of silt, and while considered moisture-sensitive, may be suitable for use as structural fill, provided they can be demonstrated to compact and perform well. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of free-draining gravel and/or sand should be used. Free-draining fill consists of non-organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. 48.) CATCHMENT WALL RECOMMENDATION: Based on the slope and access conditions at the site, a catchment wall built along the east wall of the proposed remodeled house will provide protection against future, similar landslide activity. This section of the report presents preliminary design considerations and criteria that should be considered in the design of the retaining wall. 49.) RETAINING WALL CRITERIIOThe proposed location of the catchment w9at the back / wall of the house would likely result in the wall footings bearing on the in-situ soils encountered in the area in the exploration borings. For design purposes, we recommend a maximum allowable soil bearing capacity of 3,000 pounds per square foot (psf)on properly prepared subgrade soil. Subgrade preparation and backfill should be performed in accordance with the recommendations presented in Condition 30 of this permit. In order to mimimize the retaining wall height and rquired lateral design forces, we recommend incorporating a minimum 10 foot wide, relatively flat area upslope of the wall, between the wall and the toe of the slope, to act as a run-out/catchment area. The run-out area will also facilitate the removal of debris when necessary. Utilizing a 10-foot-wide run-out/catchment area, the wall should extend a minimum of 12 feet above grade level in order to accommodate the volume of material capable of being mobilized. The exposedportions of walls subject to impact loading should be designed to withstand a dynamic earth pressure of 90 pounds per cubic foot(pcf)to resist the impact of the landslide, and a static equivalent fluid pressure of 60 pcf over the full height of the wall. These two loads would not occur simultaneously. A passive resistive footing pressure of 350 pcf can be utilized if the concrete is poured "neat"against the native soil. If recompacted fill is used for resistance, a value of 250 pcf can be utilized. Any material which accumulates against the wall must be removed as soon as possible to provide continuing protection for any subsequent event. NOTE: As of June 6, 2003 the geologist provided an update for the new deflection/debris wall based on detail 1/B2 for the wall section: * The wall under normal conditions must have 12 feet of clear freeboard to provide the necessary debris catchment protection. The main structure cannot be based on a full-time load against the outside of the wall. The detail appeared to show this area totally backfilled with no catchment and only 10 feet tall. * Three geotechnical loading conditions apply: 1. Normal and earthquake -no load on outside for the upper 12 feet; 2. Slide static- loading of 60 pounds per cubic foot(pcf) equivalent with soil weight buoyant for the total wall height; and 3. Slide dynamic- loading of 80 pcf equivalent with soil normal weight for the upper 12 feet. Whichever wall type is selected, the easterly face of the wall needs to be 10 feet from the toe of slope to provide the sufficient volume for debris with the 12-foot-high wall. Therefore, if a wall of significant thickness is used, the westerly wall face of the wall will move into the existing house volume. 50.) DRAINAGE CONSIDERATIONS: Ground water occurrence and surface drainage within the landslide area is complex due to repeated movement and repositioning of potential confining layers. Ground water drainage is not considered an alternative due to the anticipated high cost and limitations on the potential success of installing a ground water drainage system in the slide area. However, to further reduce the effect occurrence of landslide activity, we recommend a comprehensive surface water drainage plan be implemented for the roadway and the slide area in general. The existing culvert below the access road must be maintained in properly operating conditions. Under no circumstances should this culvert be allowed to overflow. Drainage improvements should include redirecting surface water from the uppper road area above the slide to a suitable discharge point near the beach, adequate storm flow ditches on the upslope side of the road and erosion control and energy dissipating outfall structures where appropriate. French drains may also be considered above the slide area to to the east to reduce the amount of near-surface ground water flow from entering the slide area. • 51.) The retaining wall should be piJvided with drainage at the gound surface. viains should consist of grading the soil behind the retaining wall with suficient gradient to allow gravity discharge from the center of the wall out to both ends. Roof and surface runoff from the residence should not discharge into the foundation drain system but should be handled by a separate, rigid tightline system routed to an appropriate discharge point. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. If grades do not allow gravity flow of the foundation drains into the existing system, a sump may be required. 52.) Applicant/contractor(s) shall comply with all conditions as set forth in the sewage disposal permit(SEP04-0083). 53.) The slope above the existing residence, where most of the construction activity will take place, possesses high erosion potential. To mitigate and reduce the erosion hazard and potential for off-site sediment transort, the geotechnical report prepared by Aspect Consulting dated May 12, 2003 recommends the following mitigation: * Surface water should not be allowed to flow across the site over unprotected surfaces. * All stormwater from the impermeable surfaces, including roadways and roofs, should be tightlined to approved drainage areas or storm water conveyance system and not be directed into the site surface soils. * Areas stipped of natural vegetation during construction should be replanted as soon as possible or otherwise protected. * Silt fences should be placed and maintained around the perimeter of the proposed construction areas throughout the entire construction phase of the project until permanent landscaping and stormwater transport facilities have been installed. * Soils that are to be reused around the site should be stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of hay bales and/or additional silt fences around pile perimeters. * Provisions of the Jefferson County Unified Development Code (UDC)for grading and drainage standards should be used on the site. 54.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development on June 15, 2004. The stormwater plan plan shall comply with the requirements of the geotechnical report prepared by Aspect Consulting dated May 12, 2003 and updated per Aspect Consulting letter dated June 6, 2003 55.) CONSISTENT WITH THE UNIFORM BUILDING CODE SECTION 1701 AND THE GEOTECHNICAL REPORT PREPARED BY ASPECT CONSULTING DATED MAY 12, 2003, THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY ASPECT CONSULTING FOR VERIFICATION OF REQUIRED SPECIAL INSPECTIONS RELATING TO: SITE PREPARATION CLEARING AND FILLING SITE DISTURBANCE STRUCTURAL FILL CATCHMENT WALL RECOMMENDATION RETAINING WALL CRITERIA DRAINAGE CONSIDERATIONS AND PROVIDE SUCH DOCUMENTATION/INSPECTION REPORT FROM ASPECT CONSULTING TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT IN A TIMELY MANNER SO AS TO NOT HOLD UP PROGRESS OF THE DEVELOPMENT. I:\F_BLD_Permit_Buildng.rpt 10/29/19 REVISIONS BY J' a - VANCOUVER ISLAND, B.C.RLA -ANACORTES f BELLINGHAM � �L---�-�� SA NISLANDS -_ z GELES VL1,?;,r' PORT OWNSEND _ _ _ 101 - - - - --ppRTT01VNSE.N - - tS70,VE Y ` SEQUIM ADMIRALTY EYSTO NGLEY \ x . 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