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HomeMy WebLinkAboutBLD2009-00061 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD09-00061 SITE ADDRESS: 1740 SWANSONVILLE RD Issue Date: 05/4/2009 PORT LUDLOW, 98365 Final Date: 12/10/2009 APPLICANT: MARK D KURRUS PHONE: 360-437-0247 LISA L KIRSCH KURRUS 1740 SWANSONVILLE RD PORT LUDLOW WA 983659779 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 821053012 Section: 5 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ ATT GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes (l) THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 12/10/2009 I:\F_BLD_Occupancy.rpt 10/29/19 • BUILDING PERMIT APPLICAON MRLA09-00069 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00061 Received Date: 2/26/2009 SITE ADDRESS: 1740 SWANSONVILLE RD PORT LUDLOW, 98365 OWNER: MARK D KURRUS PHONE: 360-437-0247 LISA L KIRSCH KURRUS 1740 SWANSONVILLE RD PORT LUDLOW WA 983659779 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 821053012 Section: 5 Township: 28 N Range: 01 E CONTRACTOR: HILINE HOMES PHONE: (360) 379-8600 94 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License HILINH*981BT Expires 2/10/2010 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR W/ATT GARAGE tCi t?e v is I on -Add 33i SF TT TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,112 VALUATION -6 .007521$ZADD'L: HEAT TYPE: HTP CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 200 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,688.15 LYK 02/26/09 105479 APPROVED Plan Check $1,097.30 LYK 02/26/09 105479 State Building Code $4.50 LYK 02/26/09 105479 MAY d 2009 Potable Water Application $62.00 LYK 02/26/09 105479 r I Total: $2,851.95 Jefferson County Planning &Building Department Jefferson County Building Lesion Permit Nurr: BLD09-00061 Applicant: KURRUS BUILDING PERMIT INSPECTION APPROVALS kpplicable Code: 2006 International Building Codk To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 7 r 5-o5 c- Minimum setback from Swansonville Road right-of-way shall be 20 feet. Minimum east and south property line setbacks shall bo 5 feet. Minimum west(rural forest land)shall be 100 feet. Erosion Control SEE CONDITION 2 Foundation Footing 4 Footing Drains Foundation Stem Wall Underground Plumbing 9 Under Floor Framing e`.6 d c Straps(hold downs) Ext. Shear Wall Nailing 714) Rough-in Plumbing Framing tZ SF�n rz of Lo—2t—o�i Blocking Airseal c Io4 Insulation: Walls I+re , q-E ? Insulation: Floors L it---i- f Y� Insulation: Ceiling �A r2 Int. Shear Wall Nailing Wallboard Nailing IA plot `�eib Gas Line: Interior 111 Gas Line: Exterior Propane Tank Heat/Chimney Clearance / Drywell/Alt Drainage SEE CONDITION I FOR SPLASHBLOCKS Address Posted FINAL INSPECTION •- �,.. c, FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD09-00061 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASH BLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) A Stormwater Site 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. 4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 5.) Not more than 2 unlicensed veh shall be stored on any lot unless totally s ned from view of neighboring dwellings and rights-of-way. Such screening shall me ,all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 6.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 7.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 8.) The building height is not to exceed 35 feet. 9.) Minimum setback from Swansonville Road right-of-way shall be 20 feet. Minimum east and south property line setbacks shall be 5 feet. Minimum west (rural forest land) shall be 100 feet. 10.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 11.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 12.) Plumbing installed in the structure labeled as "workshop"shall be decommissioned or an application for a waiver shall be made and corrections completed prior to final approval. 13.) Prior to final site inspection must be completed to verify all wells on site are adequately sealled to prevent contamination. `'ON - el • ��,4� Oa. JEFFERSON COUNTY C.4 ` A DEPARTMENT OF COMMUNITY DEVELOPMENT til • "c 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax 'p� www.co.jefferson.wa.us/commdevelopment .1 1:IINC;C Master Permit Application MLA: (f)c) -G'j Project Description(include separate sheets as necessary): Q ile,vJ 5ivt31r ctielli 1A CeS.iitti]C Tax Parcel Number: a , Property Size: , (D (4 cr€S (acres/square feet) Site Address and/or Directions to Property: 1-7HO Si--Ocknson1/4„li. tte a4 . Por4 Lacr low C )A. 9 F 3 ..c+RRuS I_ISGa L, Ff ir6( 1 t-<4-+0-P_uS Property Owner(s)of Record: m r K K email: I^n L. K U fL R U 5 30 Telephone: 3(00 H 3 7-G3t'-1 7 Fax: yc.Ylcc cc el, Address: S�rn2 AS A-h L`e Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address:What kind of Permit?(Check each box that applies 0Critical Areas Stewardship Plan Building ❑Variance(Minor, Major or Reasonable Economic Use) CI Demolition Permit �Q Single Family ,)'Garage 87 Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home 0 Modula ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use C Boundary Line Adjustment FEB 2 6 2009 ❑ Address ❑ Road Approach El Short Plat** ' C Binding Site Plan** ❑ Cottage IndustryCI ❑ Home Business g ❑ Long Plat** ❑ S Cl Planned Rural Residential Development(PRRD)/Amendments** ❑ Signpane Cl Plat Vacation/Alteration** - ❑Allowed ter Management Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** 0 Site Plan Approval ❑ Shoreline Management Substantial Development** ❑Site Plan Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑ Forest Practices Act/Release of Six-Year Moratorium C7 Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate , to act as my agent in matters relating to this application for permit(s). Date: OWNER SIGNATURE By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app' a' that 1 r s ant p or notice. �� ay a 0 o'i _�� �r Date: Signature: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your ent code.The Applicant aces that he,she or it holds individual tion(s)even if you are in esponsn•ilitance for Wlth hen.the*Jeffersonand complying with therESA. The Applicant has read this disclaimer and signs and dates it below. Sig nonatur : - y Date: F+Zb ;`-I a 009 Signature: (-I.\PP.,n;teen ter\###FARMS###\DRD FOR MS\M''"'PP.,r'r A.,..li""..S_')0 nst,� 0 • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the res " ility of he eneral Contractor for the proposed project. Signature: Date: t— e b y a OO 9i GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: iLine 1Icnl FAX: l f 1c.r\` a4<U>Q_p-� SI Ka lct 54. PAc.1 7 y0 L..+ f�Ji1.m..� 4 -41 ����ii 7 ( ) 5t....�anSG1w1 bte �k. (EMAIL:ti) MAILING ADDRESS: LK(Aiza_ $3 Ycchoo.com, CONTRACTOR'S LICENSE P+. Lu.d t.0,0 ci$3trS WAINS NUMBER: H I Lj Al r- VI Br NUMBER l>'l-Li r..L#$' 3tco 371-Vats PHONE ( ) FAX:( ) MAILING ADDRESS: _ EMAIL Project Type: Frame Type: Bathrooms: New Shoreline: Type of Sewage Disposal: Wood Existing: ❑ Sewer Addition Alteration/Remodel ❑ Steel Proposed: a Bank Nfr7 ❑ Community System ❑ Concrete Total: a Height: System Repair Demolition ❑ Masonry SEP Permit# 09-000 33 ❑ Other: Bedrooms: Existing: Water Supply: ype of Heat: Pro posed: Setback: ,Private well ❑ Two Party P 3 VA a OA Pu mP Total: ❑ Public 3 Name of System: if this is a Commercial Project you must answer the following: l\.)I A Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: � I n Underground Tank I Above ground Tank Size of Propane Tank:I �7 Heat Stove I Cook Stove 1 Woodstove I Fireplace Insert I Hot Water Tank i Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage I Current Proposed ForOfficese Only Amount Revision Main Floor Heated ,-StAu ' EH Bld App Review: a to 0�l �3,CO 2` Floor Heated ,, !! ,�1 Consistency Review: /y� r-� Other Heated 1"�rT Base fee: • �� w ( I ' Lo Mezzanine SS ,, Additional Section: Heated Basement t" - N Plan Check fee: Unheated Basement StateSurcharge fee: \ )O� 630 32.-7(4, '�i'� 4.5D Other Unheated rA Pot Water Review fee: Garages Carport 564- 431511 A SUBTOTAL I UO Desksa 1�okb - 911/Rd Approach fee:co 5 •OD Other AS LI b ' l�1 TOTAL: $ J �s✓ 154. ((p 2 i Receipt Number: I Peril- lC Cash/Check Number: f ESTIMATED COST(REQUIRED) ��� 1 LI O O p CDDate: •Fair market value of all labor and materials foundation to finish c-- --(9 Initials: , G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • e r,„ FFERSON COUNTY PARTMENT OF COMMUNITY DEVELOPMENT ?,J9 Sheridan Street • Port Townsend • Washington 98368 /379-4450 . 360/379-4451 Fax ://www.co.jefferson.wa.us/commdevelopment/ WATER SITE PLAN SUBMITTAL TEMPLATE MLA# 0 _ PROJECT/APPLICANT NAME: Neo Siin6l,„ Fn.".ty fsP,ycAnceJY1nrk KtlrfLlS 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. To cons- c c-a, a t l a fi ,s.JD >cAen r n eA e I -i i 7 c leor s of aeproxirna-t-Qty three ages . Site ►S 4.(o eAcrps (..or4h an 9-*;.s.A%,)ki HOu C1 psi- i 11 be ex en „n c.,trr n L 4 c I tJJ C1 w Q• -} C�Cr�iev3cay L �1 �Scl�' ) Cc colcimcL .1 I001% IS luieccie, Existing Conditions Summary / 2. Describe the existing topography. Indicate contours on the site map. The toPoaruQh.. of ybQ Side I rnOsl l,; jp>,JQ l wish a 30rrtte stofe y,z, -IIkQ 13or+h, -The Doc' err\ er.cl of the Site C ros, 33o'x (0-70') chops aowr- S ' crossinl c>. Ccx&A\i rA Cs,_,„ onJ,I\e ) . -Ow r2e hoiret4-e cieurInq WitI be min,rrIc. I. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. J Ap rc.`fIeACA- e 3 -Nke_I-1• o acres his bee- clea'-ec( cucl i. mo,,a . T ►�a he serinbni I• (o acre has mc3s-tky 4Nir ire' wi-Ih coclaf/ Acrter- and mu � �s IC � ril i.k;i:4h1:),--rdle veyrk.C'\.r.(1 s r',5;OS e; a14lrfecns, Q\derberi-,, bictc..kber7 ,hucKleb-erry and sno-berry. 4. Describe the existing soils. Indicate soil type on the site map. The pecler' c rich (A brie" 1o0rhy Tir.P Sar The sot C1(1'IY.SlS (cosiS-fS of' '0,P -CI l\0win) , O-ai' OuPf j a "- 33" brown (Auiy 'rin.v Sorc.1 ", anti 33".- '-I (orr rey, rnc-}-}led -ci n? „So,I-‘a . �l 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. . cr+Q 'Ow h►jhQs1 �OCt n - (CQ 1 i f he c rotp. of pru per-J.o 3 , `1 hiPre i s nD LA)cci-e Pc•-k-efin..\ our Prc9.f'1., 'fror+n aol,ace,-0 (o'1S. -The soi t porI4S nQ�`i�rinw r `,*ft. 'Mori?15 c,nc .ma\t ar2ct cr\ ii^Q norkk€rn Para 0-�'-F(ne _ it tik-i 1 WoiclS wa-A r dL..c,r 5.‘ onr cs"'" • - .f w, tl arc")—_v"hi?TIIRic4WATER PLAN 6. Describe any excess levers of noise generated by the proposed use or activity I O rec '"ihar\ rlorrv\c& I (\0%92 ri.ktr11 con5^tc,t,`ltoc i no e Tiiftssitr2009oiy2 WiIl be 3ec\errL-‘ed_,_ Stormwa \ JEFF C U TY Requir DEPT.OF ' Y f.V; OPN1EN SIGNATURE. stormwater site plan template-rev.10/21/2008 `J `J 5 • . 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. There c.rQ CVO S ilk ifi'car<-4 J ctiecgrup11.< -rem-4-4,os or Crt +t�cc i Qf�cxS, -7-hQ pro fGrtr. is (hp Sily te,Q ( l.a1-�h cx gp Vpry rl\e Lea frc�'Y� � N So o h. 1-kQ1-Q cid- 110 LA)2A tanc/(S S'4f� tM S c�C' S+e.ep_D`__'mot 0S 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.). To -the ,..,,Qs-F c-F -rhe Pepe.--hi t5 ai\ Pope 4- Talho-4 lance , SL.•>ansorji tie �. c,As-4 o.1 k "�h2 N o:-k\- rc po r\ 4'c thiz S i-1-e C SPe S-k-� —Q i , A cl hru cc,v% Icf\ are r -i- ac.r/es . There o.ce no act ja(.9,7\ lo+S ±huc-4 i'\a LAJQ-k- Ianc4 i‘-.S1/4_4eS . 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. The ta , tcl,ri s,-4e is Ie,;p 4 and dry _ A l l s-ior en..Vc-t:+e; wit l b e -�.� 1 CA\\. : eQ- E'J . There_ IL.Q',t 1 be no need 4 es4cc I rstr,_ an -type o� �1� m � r . ck.\.er` -F�lo,v n-!ro \ , y co , 11� U(iG /C) 10. If the project requires the use of stormwater treatment facilities, describe t e 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.] z Proeo`Q 'FU no`+ roved irect.-F,-Qr,4 fa c i 1 , -1 ,as base c 0,-, 0. -r,k Li cl 1 S per sod " plan . 11. Describe the performance goals and standards applicable to the project. .. • Luca ,r, 1encd -t-o ►rrl�cic :�e 'S �`e cxs 1, -� tie cis possible. Since, •-t he. -5, .-e i' l e,e 1 qn ci c l r (1 (-kJ L .,r.) t.. c( I be { i 1 Y aisee 6l4 cincA nc) cAfer . iaLA..) E,.._) : ( t rx ,.-r, 12. Describe the flow control system. Ali S-or,rnwu40( w ; 11_ be -P.t 1t., Ciisrie > . Th b..;t I4,r � tfe is fir,/ a(Nc). \e.Je _. • . M • ,. . • '�' ' ' stormwater site plan template—rev.10/21/2008 6 I .- • a 13. Describe the water quality system. 'The b ,i cttiIN S �-e t5 Ie 2 i c ndi dry . i-± i•i 1 n 0-t- be aT'f-Pc�=.J O r\ P -isi. ,r�) ]Clow Di' _-; 0i r(NiA .' ► f \ �1Qrr( i - r w ; t I be -c t t , er e `t >c'e i`y\ ` k\a S CO r I_, r _E- 2 o _L39 14. Describe the conveyance system analysis and design. '-i I( be clrcc tin ►` tI a n ( '4s ctnd 5form,oct-' - 0 noiael (e. .f ) iJ o►-1+1 c So,c+h o-P `i he b<_c,i a,J i \c c , t( / i.,Ji 1 c L c orb c1iI r te + cIra ,nule , dry .5 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. i(. ao no-r r\eQ ar.y -R t I M0-4ec+ct \ , -t he s cl-e i s le,;e / v iNc t cc-‘,..,eci 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. . The -Found a -icy--N cu. t I be c o ill p°t c'fec/ t 0 LA 6 L 5�f-e4n c16,-c/c , 17. Describe the proposed surfacing material. r t �pian Q (' SLna` ? JL.f ,i fr' ►lli4.; ir4 e / for tP cir ILCuJC;y, yJx�i J- �A�;,1''j c\rc4S5 Lind Ic,nScAri l� r �7Iarits alc,,tilG7 c%� ►Sii_irbeJ C,r0c4 0l, `.7F� 18. Describe methcids-f6r restoration of the site. , J T \Q too' ct r w e%)-'c'y i_w.11 i'a,;Q tcci, /1 I I 9r��..►�-.c:�( �h. ad-- S t-, r cl 1 b a,e to S GQ.tpi`X W t A h c. (ct J5 r.,,s Ian 0/5 ccr e(t i w\44h pkarrf5 csrcl 11QQS , Li 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. here Rre no spec ic, e repo A s fit' 4(tie s 1 fe. 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. !� - UI rh -5ee4iL 5�/� '✓V'\ cvir,A cirri.in r�i 0 I jt re r ,c-1— in %1'1G•t1/� qa v�z w►t 1 tiQ co, (2 -t.- -to _VAQ (fie•-v 5 } .l rrc-,,m 'Sep'f,c \e,m. Acicttiv, c-, 1 perry 1 LAc_t „c!► e (Pc4r i cc, 1 c,u T i I nc+ a Free+ -\-he ckrot l Act if pkun -ro r •f I i-I-e . stormwater site plan template—rev 10/2112008 • . 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements- Construction SWPPP 1. Mark Clearing Limits. .- tie 0-re ecs c..:_i�,irin ` Prose�c iS ors Q rS�r?`► - ` Qacc ,--\ ( c e teA )) , 2. Establish Construction jokccess. 1 `'lp ConSS(rsAc-l;,ar1 C{cCeSS a1reacti �,zISic , (,Jq w`, I ( LA W _ \Q Q .r.'.Li ar�lvp,..3o ;n pkaCO •-f-or- -f--hQ c:.i_rr ,.,,t 3. Control Flow Rates. t Q ..,rhQ r�t3Ar., (bQ Gre.c� (3 leJC� k and dr� , ' / I I i rLA) 14' t,,) k 1 he -at 11-1 cl Nl-e-si,ci . 4. Install Sediment Controls. `p + _!r 1 , —the ‘Q,.._IAA%r:_ -c t \-e Is 1 P,JE'l �jo c t Sec r-'Q✓�� tF1c.""1' is cl..S-1,4r1✓U(/ i r.� l \ Q c�4 1 ct! i+�'�e c , -1--urn r r- PrA t c.J{-P (Jr( aCt rO,,ftC�1 lv h ► tct In c!]1 i-Eo +� l \ Va-Q PL:kr,�P4 t.0 t41-\ t c SS Seec-1 c c I 131c S c Cr j rlN J' 5. Stabilize Soils. ---- here w7,,1i r. c- he ct - y r0.,tc/1 1�j_`rcE'er —..'.r oo ,..,,S LLi i Y�s2 '`7::, (S, Vs S cl 1-tc pre v:,:.-c-S & I -- S ;1_0 1. 7 ct r1 ct r c t ( eP ie , A II 'S"i-t3 r M,-v 0J4.1,N— LA_:: t I be r a -I--tA ra )/y 6. Protect Slopes. The_ b Lt.i (atfl at : -i-e ;. Ie. e l W , a l?pr'�/ ' +�'/1-He ,, l o oe I-10 -- r1 a r 1 I.z " • hQ -�v- - Q,-- of f o r c w rt� s r::ssr n_- S;,.�C&'s c n Q:I rclj TO * N 0:' 1_ c-f 1 Vl_ f Upar''ty i,->t l I bQ LA rk a (S+,s/�E?J, 7. Protect Drain Inlets. ._rN2 ct,re 110 drain ►Ate k5 -rroo arddq(en-- prong 5+cP` , (DLL- pro( i 5i�5 d!1 rl1ct1'� c�Cov,rci ctbo,JCS aL� 1ac.--{- Prcloor"'f'(c,S r J , v 1 I I stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. i All -s rn-..,J c;A-e r ► t. l r..a4..t r-ct Uy _ d ►sp'e e i n�� -f ire sot 1 a D Li.r ill r.eo N S--\--ru.C` earn I cko..,:\S o�.f ,,.) ,t l -kw cLre{ L r� o '� ►r1 f o - 2_ 4N,7l(� ► �. ctrectS -c (to *X t ro,,\:�J�.,, Cc/ S , 9. Control Pollutants. ff- . , \ l- -1,- ;,..� L l \ F o n -s +e -A-c) mop `,c,� ct,n 1cc,--F Pn3 ta-L cis. _CIA E\ eTC. t s . t 1-� ;..3�4Pr- L , ck o- t.� , 1.1 be � � P cxo0..\ra.b -Poi- c.0r -c..rn'rux%kV4 i4ern.s , 10. Control De-Watering (the act of pumping groundwater or stormwater away from an active construction site). T clo(-i+ 0 Q ea.bY 14s--tC)-_ oC ha i`n.`1 `l ' Pu rnip o�.v1-- -4or,,r' --C�,rr. -ke S% e , _-*-u.�eci Q r e v .JJ,-c I y I -►\r..e 5 t-4-e c S rl rsi — Ul f s.) . v 1 j j:5 p r-e n,A\ , . c M kAjc114-"e1', 11. Maintain Best Management Practices (BMPs). A i.l F4 t- 't c U nk rct.c4; - cd.rui 'S t.-t IO co n-�,res cl-c�,--�s _t,J i l 1 re r e r Lie t r\ SA r'- c eo"1,s eq-\_ S ilk'-e ('C'c j r e rn ot P/if , t o tc l.� , 1+'. 4-h P i r' C ►ri2 c*10.1S 'l c r A teNQ 5 i- -e . 12. Manage the Project. ff.\y5e l-Ir 0r cL 1 , fink n ree n rgScc T 4-,.,Le ,}_, H 1 I 6? O1 -s, 4-P �X.� G 1 _4 1 ,QS, CI .A r j *-in e [c) s - ,�-� .c- .> 4-. .---I et'r' c)C _ L JJ:4 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, road§). ____ALi 1 a 43 q c P,- a r P.f c LA..; , i I /lo* be cce--Pe_c ecA b `_(i1.Q . 4--e c l t rite r br n c rc s ,`cic r,A ,cc ( ('r cc. S...�a ov z c,-1 t> I. 1!P i#Gi 0• -A he pro per#y ►A)_t l 1 ri o 4F be a c-c'e 0 1 eel. fJ o - sect s i w P-f Ian&kS. t,r l a.Ve__---, ctre p-.r to0-ic imetar by b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 1 rQ ,-e ck (10 receiJ,n looses of wccf-er- r-NeArhy . All riC(jgco.-c� pro p"-� ►o s n.cQ 1.10_-1- e t l br cur)`I c-e C C>t ✓„'tot lor�d !05 �� WcA-err as volt , J 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. -the►--e.'-_S c.9 (\Li Qv 5 rnu 1.1 cc rua ( . ‘co t x t-o ' ) --It1nct + l.,-) . l'1 -e-snp V se4 hl o Gt 1.13 ek4ec/� a L r i rt -5�ro of rr-t.t►\ g-ka r r►'15i. 1-h Q.s et.rpv tr..: t <J 'if\o-'l a -P-t-�n e-ck e G CL.,t,t' t *kV (.0,n S-r-rc4 c 4 r e." ppr'1 O ci aavririnater.arse plan.crap ate-r....10;21/2008 9 i i b. Description of special requirements for working in or near environmentally sensitive areas. l/31- 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). 11/4-)Q CAoi See cir�j po-4-o✓V c- A e «5t.y\ Dco bIQ✓n,S en +Gip, E . VNe - 1,4-E is leuet . �Tke. to s L b ► i i be a S ha, Plod -Co,t ry cc: CO- , t r - orF a ± o r- t e ss . 5. Construction Phasing. a. Construction sequence i� S�1Q r' p -Po.ir(1d-k,cvl 3^) -fram ns y.4..) ,r-+-er r 4,r 4- le-ci_rsc1Sccp fin b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. Prep /c.„r-‘cfcc-1'is" C Ap r-1 i 04 ) , rcerr) n m r' d- feac7Pi f C ay �n+prio -f rN ��h i -Roor , E ledv-rxcE 1 plumbinj Crune -S<Li Qc0Jf i-ondsro!)7,,, 4 tic II. Wet Season Construction Activities. a. Proposed wet season construction activities. 1.?C N` b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. (Yr a4-K, 0 / 1 sn K ►r b( k- k rCU-S b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts._ tA) ► (it tag. pc,-t st; nix It y re S pony. bi c-• 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. N l4 a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10/21/2008 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 knowled . I also certify that this application is being made with the full knowledge and consent of all owners off c e e y. Feb o?y a e o (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: u • LUJ.1 stormwater site plan template—rev.10/21/2008 12 ---mmommennum. LEGEND c^ ( - = �o c_.) o' No Build 4 < SCALE: 1"=50' • Soil Log �\ rn THIS IS NOT A SURVEY ———— Building Envelope o 27 1 Setback \I r-------------. L ---- Existing Componet { Tree • O, Property Corner _►�— — Ili and/or Elevation - (A) Clean Out (B) Septic Tank \ a \ I (C) Filter Sock 1 '/ ' I ' I\ (D) Pump Tank QL I \ y(E) D-Box — \- —� Fence Line I ). ' . AfA / is U ,e _l it • U J . z., S4 ik.7/eSZ1, 1-A'elif 7 Jn _ , a \ \ I L/ 0 SG,,,,,✓,SD//vI�, . j g Existing Dug Well II j! .N �,.\ �.[J I / _Poor Le.°k v Gve 9 F365-- I l_ 100, I • ] u WorkshopDrive ay t o L 0 -y37-0a`/7 I1lei :, . i E A — r )eib 4g \\ SL 6 I j CIo-+�n'� _ e — Existing Septilri Tank r 100%Primary Area D �. /(6)56'Laterals. : — Approximate I. atio of.Fisting drainfield \\ Align with Contours Wood 2' ed �-i�4' ShTed I 7 b i SLS �i — ( \L. Jd0 h. L 1 e - 2a/ a 5 3 o/a L �� ✓ Garage Existing Wells ' sL 100%Reserve Are l7 ��v/�+�SUN /LL /� 3� eo'x 70'. .d 0 / y C� _----- , ,0 S lam'"` IP New geseru-C fPo 1 / D N 1a aE Re C.0 i^r<L;'i-e70 Bv/L,o /7/ l//1,'6, ,L 44 5.' Notes: -A (5) 1. Number and length of laterals may vary to align to contours and maintain 6"trench depth. �/ 2. Extisting Septic Tank to be pumped and abandoned to Code. % Ci / , �G� S L 3. All tanks and sewer lines to maintain>50'from existing wells �_ CAD o e r T w�f�� G/y� i-1 I•�...ar -c) ✓ 1 t 9J- � ,* ;4 • ; ���� t.)r awn 0\ plot Map ecifica•o �, ,I 'l (: : � IiLine Hom .F, fJ �6Ylsions T \AnY The Ncrneo•.nP' �, - �o Cri l �;� ...... By c N. s-�[ bli - 0 0 .... (Viil- _4 z 0., ,--4 1 I lie g 0 , .._...;-:_i _ t-s.-;- /Pio 1 > C ; -ri . :,:v ri Z til 1 rri j-7-:-- w ---,..t..._ z ' ,.... t ! f'sJ ' 0"---- • -'-.1 Z-- % -E-.-, - ,........-da _ ___ ,,.v. -Wit-, '• L. ....n......0 iti 1 CA o °S �ocn 0 70-007, (D 0. a) oii C non-- o - -• N 3 0 o 3 0 0 p .. y N x X ' C 3 0 .� 7 N 0 7 N Q r---- y °' Imo c M 3•G C7, p a (1) -p N U) ;J - C) KKZTw DEN --I � 0D17�DXaX 0Xr- -I 7‘ m coN y w - MO ." p m 77 KO y -0c < ? zT -IZ 0 .-10 > 0F0 < mC D m g • p - D—. O � m m o D O -i�7 m W 0 � � 0 0 - -I - Z - r- < n 0 . 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I 1 r \ COKT 110 = p0 73 DO . .n6i_-� 00 °N°\N R s�8 \ 2 0 ica (,) • r-Di - 0 W D D b J w 1, D '� -,, N i, 3'-7" 8' 12 r Ni,O� /4,O, / N _ O2 7'9" r,?4_ N 1 CC rn O G) CT- NIA O G -D-I m r z - �o oN - In (�/) Nm � O �o rnN -, 2 �27 ; IDD 0 = w (n cn a) j p '� N W Z m --� m m c� . O O - W 0 O � m \ \ \ \ \ w s 60 400HS 5,_2„ 12'-9" 10'-11" 2'-7"/ 5'32" "/ 16'-52 / 48.-0" f • 5. c- 0 N0am ,_ 11 w -I r �-<F MARK KURRUS & r'•' D m z ziDmr FLOOR tiCZm LISA KIRSCH-KURRUS ITI A*ci= 1740 SWANSONVILLE ROAD HiL I\E � "' °O' x.m PLAN PORT LUDLOW, WA 98365 H 0 M E S O I j ♦♦ cri ^) 'w rn m (360)437-0247 o o towm www.HiLineHomes.corn 0 N co IV ©copyright 2005 HiLine Homes j 73