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Home My WebLink AboutBLD2012-00202 IIICIL PERMIT APPLICATS1 MLA12-00147 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD12-00202 Received Date: 7/3/2012 SITE ADDRESS: 303 OSPREY RIDGE RD PORT LUDLOW, 98365 OWNER: DON L KYLE PHONE: 360-385-7156 ELIZABETH D KYLE 303 OSPREY RIDGE DR PORT LUDLOW WA 98365-8746 PORT LUDLOW NO 6 SUBDIVISION: Block: Lot: 9 PARCEL NUMBER: 821175002 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: KELLEY SHIELDS INC PHONE: (360) 385-7156 260 KALA POINT DR PORT TOWNSEND WA 98368 Contractor's License KELLES1150LF Expires 6/6/2013 REPRESENTATIVE: KELLEY SHIELDS INC PHONE: (360) 385-7156 DENNIS KELLEY (360) 385-3115 260 KALA POINT DR PROJECT DESCRIPTION NEW DETACHED GARAGE - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 50,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 2,500 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 0 Total: Total: 0 Rou q Date: Type n aid Bv: Date: Receipt: Approved/Date Permit $706.75 LYK 07/02/12 134957 A Q PROVED Plan Check $458.90 LYK 07/02/12 134957 4 State Building Code $4.50 LYK 07/02/12 134957 JUL23 2012 Total: $1,170.15 Jefferson County Plannint & Building Department \\tirlcmorL\rlofo\fr,rmc\C RI n Ann PIA rrr f 7/Gnn1') Jefferson County Building Division Permit Number: BLD12-00202 Applicant: KYLE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 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 ` - 1'L Minimum setback from Osprey Ridge Road right-of-way shall be 20 b I feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control SEE CONDITIONS 2& 3 Foundation Footing -ly IL C lir — r FeetiRgDl all lb Straps(hold downs) q,1 Ext. Shear Wall Nailing r c / 2j Framing Z Blocking Wallboard Nailing Ia-1_5 Drywell/Alt Drainage SEE CONDITIN I - SPLASHBLOCKS Address Posted FINAL INSPECTION (0-25--IZ yFINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD12-00202 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.) ASILT FENCES SHALL BE INSTALLED ACCORDING TO THE DOE REQUIREMENTS BELOW: THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL 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 WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. •4.) 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. 5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 6.) 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. 7.) This parcel is within the Port Ludlow no shooting area per JCC 8.50. 8.) Minimum setback from Osprey Ridge Road right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 9.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 10.) Commercial and industrial developments located in all zoning districts hall screen from areas frequented by the general public, all materials stored outside buildings or structures which are not for display or immediate sale. Areas frequented by the general public shall be defined as public streets and rights-of-way, and other areas normally used by the general public located adjacent to the subject property. 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.) 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. \\tiriamark\data\forms\F RI r) PArmit Rlrin rot 7/21/71117 • • l' 50'-O" ' 25'O" I 25'-0" 1 • 4 I I 5W 4 N r———� r" i 12,0-1,oa I 12/6-f/o5.I SW L———J L_—— J SW p 4 O 4,411---r IS flat 9'9" 15'flat Ce6q 2,,5005liirated5 re 1N3WdO13A30 AIINIMO0 JO id3�7 A1Nf100 NOS833331 1 n f1 12/a9/ox 1 �: i 3, ,8�� j' L.-- LO '5 -i In r J I Woio/0a SW 'ray 2kd IAbt/ ow,iodated Abtal p EIZI • 6'-0" 1 16'-0" 5'-0„-0—4'-0„ 14'-0" o.--7'-O"—+ 25'-0" e 25'-0" e 50'-0" Fly-ply 1/4"-I' 250051/kated pre , r III • f's°,,N,7°64, JEFFERSON COUNTY ;. ',. DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 %S �p 360/379-4450 • 360/379-4451 Fax LINO http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 1 D—( CO PROJECT/APPLICANT NAME: 1C..1, L 6 .. C 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. 1D13Wd013A]G ALINti 03 JO 1dJu---- 1-4AS43444. Existing Conditions Summary ii ftl I 2. Describe the existing topography. Indicate contours on the site map. i)( � 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. G12-!!4�'� 4. Describe the existing soils. Indicate soil type on the site map. P� l X.L 7 '---V c —4) CG -i- 1 I 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. 6. Describe any excess levels of noise generated by the proposed use or activity: 01/11 s OA-A\\OA - - ifi APPROVED L. 1 JUL 2 0 2012 stormwater site plan template.doc-rev.10/12/2003 M 5 IEFFE G `jtOtIll DEPT.OF RegUlred SIGNATURE; • • 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. 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.). S PS e D-c cc fi ocrey 1 rJ em Lv c.n 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. "GCS p , VIA J Pl_4009 tx) i -0/i✓ 41 - 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.] 11. Describe the performance goals and standards applicable to the project. t,\CA ATC a tN1�Jr 12. Describe the flow control system. stormwater site plan template.doc—rev.10/12/2003 f, • 13. Describe the water quality system. c 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. i 17. Describe the proposed surfacing material. 18. Describe methods for restoration of the site. 2S-0, 1 L -amC, <%31,OA 1:.b2 cam' ,, 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. 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. stonnwater site plan template.doc—rev.10/12/2003 7 • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SVVPPP 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 address d. 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. _ Q)- 2. Establish Construction Access. C_ t`�77�Z-7 £l j1 3. Control Flow Rates. 4. Install Sediment Controls. 5. Stabilize Soils. + 6. Protect Slopes. 11 7. Protect Drain Inlets. LT stormwater site plan temptate.doc—rev 10/12/2003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. • 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 1-- 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). J b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. stormwater site plan template.doc—rev.10/12/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability, permeability, depth,texture,soil structure). • 5. Construction Phasing. a. Construction sequence 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. II. Wet Season Construction Activities. a. Proposed wet season construction activities. 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. b. Describe bonds and/or other evidence of financial responsibility for liability associated with ero n and sedimentation impacts. L• S�1 / S / / 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template.doc—rev.10/12/2003 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 co t to the best o - knowledge. I also certify that this application is being made with the full knowledge and consent of all owners the affe -• •perty. A.- Lir— "K.-SI .., ,. Or ?,/// —2-,/ LANDOWNER OR •• HORIZED REPRESENTATIVE SIGNATURE) (DAT THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template.doc—rev.10/12/2003 12 11 4t Co C. N • N N N .z. C\i',> ., -44 g O g N it �'' a Th i_ 00 . \,„1„ \J 1 li ?A 0 Ate/7O' �' it ` ilfriPP viii Nt,t\ .40,111P- k.a. I \\ VIP- \ II Crushed k yriveway v a xi II 0 e t C‘,IIQ VS(I o C i -11 - R\ �II � n `�9e dr i�� -9e o "'ave. �s ac � � • L Ili o ( 74 vim\ , 1 • N 01 r IC) Z3 `\s fr C_._.__