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HomeMy WebLinkAboutBLD2008-00150 IIILDING PERMIT APPLICAT!N ML Ty ReviewTy 180 pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00150 Received Date: 4/11/2008 SITE ADDRESS: 62 ROCKY PT RD BRINNON, 98320 OWNER: JAMES P MAYNARD PHONE: (425)432-4915 MARY M MAYNARD 23521 SE 221ST ST MAPLE VALLEY WA 98038-8453 SUBDIVISION: Block: Lot: T 10+ PARCEL NUMBER: 502294008 Section: 29 Township: 25 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOF REMODEL AND ADDITION TO EXISTING SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 104 VALUATION 32,000.00 ADD'L: 184 HEAT TYPE: EEE CODE EDITION: 2006 OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 80 SHORELINE: GARA CONST TYPE: DECKLE 89 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUBLIC BEDROOMS: BATHROOMS: Exist: 3 Exist: 2 Prop: 0 Prop: 0 Total: 3 Total: 2 Routing Date: - -- 41 K\ I be lc� _. Type Amount Paid By: Date: Receipt: ••rOVEI) d/Date AP 6 'ID Permit $461.95 KAS 04/11/08 97309 Plan Check $300.27 KAS 04/11/08 97309 State Building Code $4.50 KAS 04/11/08 97309 AUG SA 2D08 Total: $766.72 Jefferson County Plannin f Building Department Jefferson County Building Milton Permit Num. BLD08-00150 Applicant: MAYNARD BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes 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 _t_c't Erosion Control —OC, SEE CONDITION 2&3 FOR SILT FENCE AND STABILIZE Ca CON�T.1#-TRANCE Foundation Footing 1..t Footing Drains Foundation Stem Wall �/� I 1 l�"1 4`.` Underground Plumbing Under Floor Framing 813I0c1 (),I Straps(hold downs) 1 9'� Ext. Shear Wall Nailing Rough-in Plumbing Framing rl 7 U Blocking Airseal Insulation:Walls 210/ Insulation: Floors Insulation: Ceiling cti-�\&9 ',lJ` Int. Shear Wall Nailing Wallboard Nailing 3/ /0't • Gas Line: Interior Gas Line:Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage SEE CONDITION 1 FOR DRYWELL SPECS. Address Posted FINAL INSPECTIONRAZS FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PFRMIT IS VAI in Ff1R(INIF VFAR • • CONDITIONS for Building Permit# :BLD08-00150 1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SI--E: TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM) AND HAVE A DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 2.) A SILT FENCE SHALL BE INSTALLED AT THE TOP OF SHORELINE BANK PRIOR TO ANY LAND DISTURBING ACTIVITY. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHA_L BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WI-EN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 3.) CONSTRUCTION ENTRANCES/SALL BE STABILIZED WHEREVER TRA•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. 4.) 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. 5.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 6.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 7.) 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. 8.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 9.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet 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. 10.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 11.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. • 12.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 13.) Minimum setback from Rocky Point Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from shoreline Ordinary High Water Martk (OHWM) shall be 30 feet except decks. 14.) 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. 15.) 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. 16.) The building height is not to exceed 35 feet. f! r , , c0G, JEFFERS OUNTY • /4 1,\ DEPARTMEN F COMMUNITY DEVELOPMENT 11 NH 0-, _ - 621 Sheridan Street • Port Townsend • Washington 98368 APR �`� 360/379 4450 • 360/379-4451 Fax k p� www.co.jefferson.wa.us/commdevelopment I`SFIING� ! Master Permit Application MLA: a;.- 1 Project Description (include separate sheets as necessary): .���� J >� t3 ace v�-- " a e.-j > :C'-&)- c --�.�`+_.,.� r., 3.aS�k� Tax Parcel Z - Co Property d 346 Adzes O Number: 2 4 — Size: • (acres/square feet) Site Address and/or Directions to Property: .0�- c v(-- ---,-). Ro`Zr S C'.c-—Off, c- t Jam.., Property Owner(s)of Record: IZ ft' g .J �'V1 J 5 n.4 y6,(4I r) Telephone: q 2 5-"132-1/°l fg'" Fax: email: Jet fnei, p. M`t. "rice^- / Mailing Address: 25.,2f S 22I,.r .5-4 LT /f' (J.A[-L-F� w' c;�cp''4' in Ile'Applicant/Agent(if different from owner): I&)j5 Telephone: Fax: email: Mailing Address: Whit kind of Permit?(Check each box that applies lAi'jlding El Variance(Minor, Major or Reasonable Economic Use) t ,Demolition Permit 0 Conditional Use[C(a),C(d),or CI** lieSingle Family ❑ Garage Attached/Detached 0 Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular 0 Special Use(Essential Public Facilities)** O Commercial* 0 Boundary Line Adjustment 0 Change of Use 0 Short Plat** O Address 0 Road Approach ❑ Binding Site Plan** O Home Business 0 Cottagelndustry ❑ Long Plat** O Propane 0 Planned Rural Residential Development(PRRD)/Amendments** ❑ Sign 0 Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis B"Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management El Shoreline Management Substantial Development** El Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre—Application Conference _ **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). OWNER SIGNATURE Date: 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 it's knowledge. Any material falsehood or any omission of a material tact 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 re.uired later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appi ion that he sh ants prior no /,,` / Signature: an L f%�`" t�Y .cj Date:- __/7GO 'i The actio .•actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endang• -: 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 action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran able respo r adhering topnd complying with the ESA. The Applicant has read this disclai er d signs and dates it below. Signature: awn/ 7)4,..4.(1 --- Date: ..... L C:\Documents and Settings\caral\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc • • • 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 ass ming the re . i ility of the Ge era/Contractor for the proposed project. Signature , . l�/1 )(Date: ` /000 GENERA 4NTRACTOR OR MAN ACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: M/4//.4 t✓L. mover/'V PHONE (34,0)7y4,-4(,4,S FAX:( ) MAILING ADDRESS: /Z/ /9G(',411.1"f T/MX• ,3 /NA/M) EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New X Wood Existing: 2 ❑ Sewer XAddition ❑ Steel Proposed: 0 Bank ❑ Community System ❑ Alteration/Remodel Li Concrete Total: 1- Height: Individual System Li Repair ❑ Masonry SEP Permit#Oh- -yam❑ Demolition i i Other: Bedrooms: Water Supply: Existing: — r Setback: ❑ Private well Li Two Party Type of Heat: Proposed: — i- 0 Public � � �e. � '.� Total: —• � Name of System: ..ca-C.S Lx:; /V/A If this is a Commercial Project you must answer the following: 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 /U If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: . , ❑Underground Tank °Above ground Tank Size of Propane Tank: 0 Heat Stove 0 Cook Stove ❑ Woodstove ❑ Fireplace Insert 0 Hot Water Tank 0 Pellet Stove ❑OtWpR 1 1 2008 Is this appliance being installed in a Manufactured/Mobile Home? Yes / 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 Current Proposed For Office Use Only Amount Revision Main Floor Heated `o l I EH BId App Review: Floor Heated insistency Review: l 1 �! Other Heated Base fee: Mezzanine tAklitiulyi Section: Heated Basement Plan Check fee: `2 b '��— Unheated Basement State Surcharge fee: J n C p ���'Other Unheated cc c--' Pot Water Review fee: `-F J Sstc.,c a C\�r �o d018.4C� Garage/Cart SUBTOTAL Decks 0� 5 911/Rd Approach fee: ���� `� 4 — _ Other TOTAL: $ 6pl0.,'1 a Receipt umber. Cgl3ot� ^I Cash/Check lumber: t--� 3 a� 3 2g� t�5 ESTIMATED COST(REQUIRED) - Date: •Fair market-value of all labor and materials foundation to film 4t (1 io g , �m., l cc‹),� ' © '-„> Initials: C:\Documents and Settings\caral\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc • I RECEW D sON k� , Ili& JEFFERSON COUNTY aro ,1DEPARTMENT OF COMMUNITY DEVELOPMENT APR 11 2008 4, 621 Sheridan Street • Port Townsend • Washington 98368 `rrnt1TR; ''pp�; � , �4 n 360/379-4450 • 360/379-4451 Fax si L I 1 L i a j of L L i!iY i I U L U Na' http://www.co.jefferson.wa.us/commclevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# C -'`,v-D PROJECT/APPLICANT NAME: J AI1t f-5 I4R,VI/q Y/11/b I 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. TD pit,S Ye“4-r a4 2 - '2y) 5 4-4-1 i'M f Owe i_o6c s er d N Eivo O g" AN g-A t51-/ �i/11�,�- /,/�!►'t �1 L>�D t tz 4-t' I t_- �C��i�'/ 1Oi ]ZanyG 4l'-4.M- o 4bi,Fr1-trN s6, Lt.L 2'70 �— Existing Conditions Summary 2. Describe the existing topography. I ndictt ntours on the si':e map. P o P CZ-.1-45 L. pis Y44 'W I i C.4-N A-L- To t6ii6ehd tot 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. ?b.¢S D rN 77 l4Ai -P /PF- ,,q. 4. Describe the existing soils. Indicate soil type on the site map. �..o A-Ak AiU h .s44J A , P r/v s CO 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. w A-r -P— 'D s I) r-r k /&.E>s3 414 i-4u/0i to 1 ro n-!r � t� A!v s r 4Ni? 6 i4) ,'✓ir w..4-L4,51-R-rres APPROVED 6. Describe any excess levels of noise generated by the proposed use or activity: STORMWATER PLAN L �( ql 9 P.-/t4 L allaps Al D • 2/47 eim/ at ri- err Stormwete s AUG 2 8 2008 Required JEFFER T DEPT.OF CO \1 Y L P ENT stormwater site plan template—rev.1(1/117003 SIGN AT U • ` 1 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. I.-aPr5 FAO O — 1-lt. 6'410011 in iD a ct i.D,iv S t; t i t a, ►N Iri to 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, I es,steep slopes,etc.). r ,441j w -5 T= t 5tPVA/ctS' s&u 7-14: 1-Le'itpx. �- 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. 4 5 r 1 I,UA l ice. LD Pt f 2- 5t ) F 0 C7-4z-17 3 M UIVD3.4eiP>✓p ?J,ewm./s a • Abu :PR.4-1 t" wui S \ D • • 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 11. Describe the performance goals and standards applicable to the project. p? A)A-60_ P,eorit: 1,3 t1N6i $rieeru,2 At//J u i rl . C lEff\7 -PA rl d 12. Describe the flow control system.. A4A-tc r-x,sr-iiv s APR 1 1 2DQ8 1prr� h' 1i tjl � UU� �i 1 I �.I IGA ti�I t SJ 1 i • a 1 stormwater site plan template—rev:10/1/2003 J 6 • � 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. 2. Establish Construction Access. p at_c--tlN DAii -u�Al — 3. Control Flow Rates. i+,,'GAS-4f iii h E r,-r4 d-At e t r5 i D p 4W4 f1o,r) LU 4. Install Sediment Controls. 5. Stabilize Soils. 4 F IOn( f 6. Protect Slopes. e-VV5 rg.t4 LION oh.-Ca /1-ii O/ ��,'o,- R C 7. Protect Drain Inlets. N1f APR 11 2008 l %rrntfi l�,;iyi~1T\/ BCD uo l Lik4;.;1r vl l ltl i ! ��'�1SLit LAB Y Ott • • 13. Describe the water quality system. N/4 14. Describe the conveyance system analysis and design. DEN.4.,9 N 5}pent 73 /Al ro p cs pL P_s w s-?5 7f►1 A4%D 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. vI -`t"-0id Ct-1,f1P-4 ANU t L--C(1Et-j e I /1t) ) 11(L- 1 s iAStr-r) -D r taL 14111P i~g-rG rifilfr-S 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. RECE_ VE_D 17. Describe the proposed surfacing material. APR 11 2008 18. Descnbe 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.//k 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. t+v ni 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. • • 12 Required Elements-Construction SWPPP(continued) 8. Sta ilize Channels and Outlets. NA- 9. Control Pollutants. `t' Co N�Y-P `ri-Oiti ln,&,4 -let 5 /1 0-1“Pi O Vt i By h T c`W ft- 10. control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). i1/41 A- 11. Maintain Best Management Practices(BMPs). ` 3e L'brlisrI€7ov PAA4Gpi u A 45- tiotpftD ,3V a40 4Grw ,9-il/D r- pc-A,,v 4_p ri2 i'iv--Sirs .ce4Be ifirMe ytleS 12. Manage the Project. t1Z- /Y1,y 6 f-rV 4,,-, L- Gf�llVffY 'sfe! W L L� �r /©i '�£S�i'� ,i t L y-irn 1:5 2)&€/Zf/f/4 GeWs7:,e ile-dal✓ fi) 0:#1.1146€; iv--ileege',"7 . b . ,-sP£tr o� Y-IlrJ PH& 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). limo n 44t4 i : i/o d ni-P4-14- b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance f 400 yards). F s-v ��-��, r v vcD eANr4L E is i �� :a-:�_ APR 11 200R 3. EnvironmentallySensitive Areas. IrrrriW i P ' i Jai I Liiy � t, 1P ! L,J0 a. Description of environmentally sensitive areas that are on or adjacent to the site./$b,.t:b .IooJ difrilv.4L ; SrPtie- S ysr M °PAIL P lzCe17.�v111-,/ Jbb.Elbdi4 iuNTy oct stormwater site plan template—rev.10/1/2003 9 • b. Description of special requirements for working in or near environmentally sensitive areas. '_-= 1 . £ FDP-- 5 -0. i` f S l s s9-5 4 t T> -e' i_d N 1-#11-C-Z-ligiA o ' -DP= TY 1-1- r A/A-ows rieK/ 4-6 c(SS 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). 1J oNt- F0EE-sEI 5 -e-y-tor.l 12GLuj25 bM `I.,E f-i- Pe,}2.r1ate OP ?R b P O R'Fy 5. Construction Phasing. a. Construction sequence S 1 T - PA £P, FEN-Livivvrtoki, Fp4,44444, Ricer/M4 r ivn.e_iDi2- F,,/ ' ©L/1,jt/ b. Con traction phasing(if proposed) NJ/A- 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. II. Wet Season Construction Activities. RCEIVE1) a. Proposed wet season construction activities. hi(NV t APR 117008 b. Proposed wet season construction activities for environmentally sensitive a ,_ nrm l ,��,� Lh t1 t,iU ,1 DCD 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. al -RV ;41-Al.)) i 4 ink 5 f lii-viia,e tD b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation -__impacts.so, 1--( 4 p I$IL/ry 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. N p a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations 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 Mif••ed property. 9 0 NER OR I •'+A a REPRESENTATIVE SIGNATURE) DATE) • THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: RECEIVED APR 1 1 2008 r y i.iuy„dt t;t 3i8 i iUuU stormwater site dan template—rev_10/1/2003 12 • I rl06tlNG kr51IXNCr I • 23'- y a-a oJ 11! (...C=J n A g .., o Z P • so�� o ,: , IV IIIN, n rn OC II rn / N Q o - Zo p D s Z z _ N p O a _ z NiI IvV r a m r Q 61 0 _ rn AK a N • -) C j O-1 77- s , Q N 2' a11110 II t b a N 9-5 3'-T" r— I a-0' of A I N \V/ _..... 23-a 4 (rxIsr!NG lies ofN.z I - 23'-O' A. 13-a I 0-0' o m Z > 3 2 R "' . g § 2 o O 0 R 73 40,cr., fivil__ / rna �Mr,..kscz: N i VH 5r w ML n' # � p70 4 , sr aksCO , I g p» rn 4 �I" EXISTING WALL LINE Z EXISTING WALL LINE A 4- I 8 ,5'au 0 O O m A L. to- Zp 8pni A I 5-1 7D ON ON SIR F r _ 1 i 1 (NEW)DI-PASS ci 1 5T40Y N �p 912[ON 9 TC 9ORAGE I ,i l l W ill, O — (N[W)DI-PASS 1 I I V v �— 0 (NEW)N PASS N N 1 I I V Y 1IIV NEWoNPAS - --I rz� O z7�oo > n 9 2 O cn n 4. -/l^ ' ' 3 4 1 p Q Q Q p II 4 Z gDI b O n it o �o fi0.° -71___. 5$1 y 9 ° 3 �' f Ia_a i' F y O 23,-0" J . 4 I A. I . 9-5 / 2'- I" 9'-12' • / 2043FIX 20z OFIX 03 STAIRS UP -4 NI- i-3/4"MAX. RISER 110" MIN.TREAD V -41u) D • (u O L O ON O t Frn ? 0 ....aC (692)Z w -I , 7 o o pt... o A rn V, — ' 305C — --1` EXIST. 4'3,= Oa - '0 ---,. rn .... (D C o n 03 > rn O I z 0 rn x - I-- N � $ z O > Z /Z7 - 0 0 O \ Z rn z ..! - \ -,:,z, c> r 2GhC , lam n rn \, Ui FT0 rn x V . Z n U c o ` Z z 03 0 - - r 03 CD \•iii\ �. I I N N L j'. 0,) 1L . 6- , 0 c,> 0 X ! 0p FM RO _ rQ ni z - x 0 rn Z cX 7° 0 O Z O G>o _ o I 1 I --nO X 502. XO o Q rn n 7s -, 0 CD 0 0�4 EXISTING FIREPLACE I O'1 O \\ I I 404• XO \\ \\\\ \ rr1 -r, F'' T -▪'t - -i !n 71 1' o n Ai :ram c�• -3 i." > O -I rm _ z o n -n O (-I) rn a a II A �a IEM Tpy ID # 5 02 293.002 1 00% PRIMARY I I'X40SANDUNED BED (ALIGN TO CONTOURS) LEGEND EXISTING RESIDFN(-.F N Cl EW DECK ADDITION BUILD AREA DATA: OWNER: JAMES LOWNDE5 TAX ID# 502-294-008 DRAWN BY: MBM SOURCE: NATHAN CLEAVER SEPTIC DESIGN, INC. DATE: 22 JUNE 2007 PER COPY OF SEPTIC DESIGNS FOR SITE NOTE5: NOTES: J SEPTIC TRANSPORT LINE TO BE AT LEAST 18" DEEPER THAN THE WATER LINE * SLEEVED WITH SCHEDULE 40 PVC WITHIN 10' OF WATER LINE. 2.) SLEEVE TRANSPORT LINE WITH SCHEDULE 40 PVC UNDER THE DRIVEWAY. 3.) INSTALLER TO CALL FOR UTIL. LOCATES PRIOR TO DIGGING. 0 N C\ 30 20 w MIS c O 0 z �0 N �4°52 00„ 28.48 I HIGH WATER 3'_G 5TO RM WATER: NO EVIDENCE OF STORM WATER FOUND ON -SITE.. Q� 10 S �4 0., 20 88 e NO'bUI A 1 - SLOPE TRA 51TION 7 0 . pol 145.98 25-35% TRANSPORT 29,40 8 72.38 502 (1�\E5 0 3 6 5 ASEE NOTE NUMBE (2) 13.79 ED 0.29 DOGE OF 6 S 89°52'01" W 114,76 Ro\Poi 100% RESERVE AREA NT �o \ �l D 0 007 T pJ� SCALE: 1"=10 FEET Ao / 0 5 0 20 N �• o� a o- 5.00 7. G0 m o cn N o� N I� C9 4' DI DRY W LL 30'-40' PER WAIVER ATTACHED TO SEPTIC DESIGN 1100D CANAL HIGH �o p0 O \ EXISTING WATER LINE ;ttE NUMBER (I) BLOCK �— EXISTING SHED EXISTING TANK (TO BE DECOMMISSIONED). PUMP TANK 20 — SEPTIC TANK t FILTER SQCK 5.00 APPROX. EDGE OF BANK EXIST. PATIO BULKHEAD / 0 _ 1 3-O" _ VICINITY MAP - N.T.S. \ 0 �<41 J TO BRINNON J IF ORT TOWNSEND McDONALD COVE /-- ROCKY PT. KID. HOOD5PORT SHELTON \ \ \� 51TE ADDRESS: James Maynard S/ G2 ROCKY POINT BRINNON, WA. 98320 I GENERAL NOTES: I.) THE COMPILED MAP SHOWN IS A COMBINATION OF A MAP CREATED BY "NATHAN CLEAVER SEPTIC DESIGN, INC. AND ADDITIONAL DATA BY "MARTIN DRAFTING SERVICES. 2.) THE ADDITION WORK NOTED IS A "TWO STORY DESIGN" TOTAL FOOTPRINT OF 8'X23' ADDED ON TO THE NORTH EAST SIDE OF EXISTING RESIDENCE. 3.) THE PURPOSE OF ADDITION WORK IS TO ENCLOSE THE ACCESS TO THE SECOND FLOOR BY MEANS OF INTERIOR STAIRWAY (NOT OUTSIDE STAIRS AND DECKING). 4.) IT SHALL BE THE RESPONSIBILITY OF "BUILDER' TO REMOVE AND OR CLEAN-UP ANY DEBRIS CREATED AT THE SITE FROM EITHER (NEW OR REMODEL WORK). 5.) IN ADDITION ANY PROTECTION TO RUN-OFF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN CHARGE OF REMODEL. G.) ALL CONTOURS SHOWN HAVE BEEN TAKE OFF OF JMAP - PARCEL VIEWER - AND IMPORTED INTO CURRENT CAD DRAWING. THESE ARE APPROXIMATE ELEVATIONS. DESCRIPTION: 529 T25N K2W / TAX 10 TL TAX E-5 ( I .69CI15) Stom i 4v Ater B Required OWNER MAILING: LDEPT. APPROVED REcEivE SITE PLAN James Maynard APR 1 Mary M. Maynard 112008 AUG 2 8 2008 23521 SE 221St. ST€F�fAs�NcouN�iDCQ Maple Valley, WA. JEFFERS C UN 98C388453 OFCRgy�,� URE:^"9"�u r. APR 0 6 2008 rev. 4oGiCe DRAV CnCC 5CAL DATE. FILE: REVISIONS — DESCRIPTION DATE CO. Q1ECK LI5T 4/G/08 OWNEr — 75 N 0 n >1 N Q LJ 17 J LLJ � Ln m � N E • 51-1EET DATA — 'N BY: bM M CED BY: MM I =Io_G 4/06/08 JM PLOTPLAN.dwg 3h1EET NL'MBER 1 / of 8