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HomeMy WebLinkAboutBLD2004-00400 ill BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00400 Received Date 06/17/2004 SITE ADDRESS: 369 OLELE POINT RD Issue Date 09/21/2004 PORT LUDLOW, 98365 APPLICANT: MYRON W BURKHARDT PHONE: (425) 672-6901 JOYCE M BURKHARDT 19109 4TH DR SE BOTHELL WA 98012-7014 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 921283003 Section: 28 Township: 29 N Range: 01 E CONTRACTOR: PARADISE BAY DESIGN & CONST PHONE: (360)437-9344 PO BOX 545 CHIMACUM WA 98325 (360) 437-7845 Contractor's License: PARADBD141KW Expires: 03/29/2005 PROJECT DESCRIPTION: NEW DETACHED INSULATED GARAGE W/GREENHOUSE REQUIRED INSPECTIONS: Xs._ SETBACKS: _O__/SS/OS ', _ UFFER: d/' //S/OS . 114.1 Footing: dx / .S/05, ], Foundation: / 26/6S DEC , f1 Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: { .] Shear Wall : ., t- - - . [X], Framing: t'v"(. 1-' `�, Plumbing: 17C.( k LC-_14-o Ist1T7 Propane Tank/Lines: T h l j -:01 Insulation: (� /o�/��5 �i �acirs tLI [N, Sheetrock: Net. tb `[ 1, Septic Sytem Final Approval: l 1 Road Approach Final Approval: i\,e [ ] Zoning Final Approval: �y AI Final/Occupancy Approval: 4 . nr- -�j,aJ 5 / ir HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE REVERSE I AIM SPECIAL CONDITIONS FOR ikE t BLD04-00400 • 1.) The project is located in close proximity to an identified wetland and is subject to the delineation provisions of Section 3.6.9 of the Jefferson County Unified Development Code. Based upon the proposed location of the project in relation to the identified wetland, the applicant has agreed to maintain a buffer(setback) that exceeds the standard buffer requirements by fifty(50) percent. The applicant acknowledges the additional setback and agrees to maintain the extra 50 percent buffer, therefore, waiving the wetland delineation requirements of the Unified Development Code. 2.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 3.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: "Wetland&Buffer- Do Not Remove or Alter Existing Vegetation." 4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 5.) 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. 6.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 7.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 8.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) Not more than two (2) unliceed or inoperable vehicles shall be stored onny lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) The building height is not to exceed 35 feet. 13.) Minimum setbcak from Olele Point Rd right-of-way is 20 ft. Minimum side setback is 5 ft Minimum setback from the top of the shoreline bluff is 30 ft. Environmentally Sensitive Areas further impact setbacks. 14.) A stormwater plan for a medium project 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. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 • BUILDING PERMIT APPLI•TION MLA04-00357 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00400 Received Date: 6/17/2004 SITE ADDRESS: 369 OLELE POINT RD PORT LUDLOW, 98365 OWNER: MYRON W BURKHARDT PHONE: (425) 672-6901 JOYCE M BURKHARDT 19109 4TH DR SE BOTHELL WA 98012-7014 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 921283003 Section: 28 Township: 29 N Range: 01 E CONTRACTOR: PARADISE BAY DESIGN & CONST PHONE: (360)437-9344 PO BOX 545 CHIMACUM WA 98325 Contractor's License PARADBD141 KW Expires 3/29/2005 REPRESENTATIVE: ROD MAGER PHONE: (360) 344-3105 MAGER ARCHITECTS PO BOX 1969 PROJECT DESCRIPTIOP NEW DETACHED GARAGE W/GREENHOUSE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 75,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,920 SHORELINE: CONST TYPE: DECK: 96 SETBACK: 0 ��� BANK HEIGHT: > SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland _Erosion Prop: Prop: Seismic _ Streams Total: Total: Flood Way Floodplain Routing Date: F&W Landslide itr go?, Shoreline Aquifer Forest: Commercial Rural A Type Amount Paid By: Date: Receipt: I-A nr �D t E Permit $818.75 KAS 06/17/04 64538 Plan Check $532.19 KAS 06/17/04 64538 SEP 2 1 2004 State Building Code $4.50 KAS 06/17/04 64538 Jefferson County Planning Total: $1,355.44 & Building Department c cU i. mom\ • deffmoson Department of Community Deveb ent �4 ON 0 621 Sheridan S Port Townsend WA 88368[3601378-4450 0 sITN �° Pe r_mat App . , 0 .. O C OTO On 7 -----1-- f� r 1 Building Type: Project Type l J 11 Frame Type: ❑ Single Family ,1 New (i p- —` Wood $, Garage Attachedretacl ❑ Addition { ❑ Steel ❑ Modular ❑ Alteration/Remodel J U N 1 7 2004 ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition 1.------l t 1 n f 1�{, ❑ Other: ❑ Industrial ncrT �t �� ��� ._' _- ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 0 Existing: d ` Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: T Individual System ❑ Woodstove [4ropane Total: Total: 0 If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP `. 3 j Wa er Supply: Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: Office Use For Office Use Only' Main Floor Consistency Review 4o¢` 00 2ND Floor Base fee 'G l 8 . c J33rd Floor Plan Check fee Z• l l Htd Basement State Surcharge fee 4-50 Unhtd Basement Subtotal t 403. 44— Garage/Carport g 2� Pot Water Review fee Decks i(o 911/Rd Approach fee A ,�tr Commercial TOTAL . (40 3• Industrial Receipt# 6 45 3p Other Cash/Check# lfil{"e.-4- 1749-1- 11494- Ot P1 004 Initials 411 (o4 Estimated t: 7-5 b ov If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark 450 ft.Bank Height G 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 roperty or structure shall be requested and shall occur during regular business hours. r Signature: Date: O6 17- OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 n, 1,4_ < JEFFERSON COUNTY 1 JUL1 6 2004 DEPARTMENT OF COMMUNITY DEVELOPMENT �I 621 Sheridan Street • Port Townsend •Washington 98368 JEFFERSON COUNTY 360/379-4450 • 360/379-4451 Fax 0 A tJ N TY D E V L O M E N T ? �DE�Y. t1C AAA C P �i O' http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# © -3 PROTECT/APPLICANT NAME: rV1 qp.-0 1 fL K oI 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. 1: t-4Il.-l)) Z400 S. F• «ki Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. - ✓/ UGrb4t 8 P 11)t4a-D S 1-tS �tsl'1.+.+�+t.m i2�pfflr 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. -1 S 4 xi A-T►v E uN0 c4)i} Y.- 4. Describe the existing soils. Indicate soil type on the site map. or L-S - LO/a✓h, 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. - APPROVED 6. Describe any excess levels of noise generated by the proposed use or activity ST•RM WATER PLAN Kw tog SEP 2 0 2004 JEFFERSON COUNTY DEPT.OF r►WMUNRy DEV planempiate—rev.uvtrzoo3 SIGNATURE: t� — mwater sitet • • ►i� '. 1 5 stor I' 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,et$.)on the site. Indicate location on the site map. 1n ert-ts,DS @ xJoarN Lou° of- .f?t.Q rvrq 13t:ui 13 u t;.-r"" S'o. . , 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.). ?t35t Celve c?S AD,.)ihr.VQr, .s f-b OAl to is P/Lo Y, 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. 9. 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. w La-'? Ot 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.] IJ/A.- 11. Describe the performance goals and standards applicable to the project. C—T p-- ilt) gsPtc1.0(3 s « c Tv. .131£ f aR.340 w..: so 0242.4vkzo/104- VuSre1741 QAJ rwi Mill •- . (., 12. tSesc a t flow con - min rVIA I W I TrAuc')ItOZ$33331 t'tP3Mittivn:tot YTI WMtNO; 10.' t4a y....v..,.... $tOR#IWBS- $ - L..r;-4# 'r11'�1/.•is ..n�+-'^^ '•`... - 6 V. 13. Describe the water quality system. , ECEl 'Vr- IIIr)) j , ,!U L 1 6 2004 J r;11INTY 1: ?. OF COMMUNITY DEVELOPMENT 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. N��• 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. Nae g1t— etoy 6t g kVigtt, 'P /+tw G+¢flw,v s� .P „) 18. Describe methods for restoration of the site.. ° t£S O gL Q�� SD oF4.0(64v44/ C jitDs fU 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. u//26... stormwater site plan template—rev.10/1/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. identify the type and location of BMPs used to satisfy the required element. tf 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. R 1 pB t * 57pdG�5 2. Establish Construction A OVSTixter D2w1 ( 1) Alo- cr 11.0 3. Contro Flow Rates. INJ 4. Install Sediment Controls. St L-4- 5. Stabilize Soils. Jul `> 6. Protect Slopes. I CD =" N o � wc> _ LL 7. Protect Drain Inlets. o C r c, 0 stormwater site plan template-rev.10^112003 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. Nj2k 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). N -A-- 11. Maintain Best Management Practices(BMPs). y Yez5 • 11-, E V) E ti__ _7 .1E r it 12. Manage,the Project. I � J U L 1 6 2004 \Li JEFFERS , COUNTY I nEF1. OF OOIMmUtdil''r_Ol_VELOPMENT 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). N/A— b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). N/,4 3. - Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. kJ -11-arki'> e 6 4)f ,q E �p Of' S►W wiw Nor krri z p tB wv of fitoT - , stormwater site plan terrplate—rev.10/1/2003 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 tU b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. 63-0 — st A a*. 6 p/Gvj S -3o+J 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 e 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 erosion gilts dimentation • o I impacts. I d- c) 1/3 `.� o n )r1 _ 11- „I �" t 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. 1 E a. Sediment Ponds/Traps. N/, • b. Diversions. f UI I c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template-rev.10/12003 10 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities,or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 07—f '-oS ( OR ED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: i —= z w a o }J aI a Zw rci (0 LLo IIA _ t= stormwater site plan template—rev.1 W112003 12 t I I Jim e *_ m r... i � r • & I I c i tVt- 51 I ,iFl SYLVAN LANE ice, LL -A _ PROP. LINE 27°L`12' -1)� o °I8° 54' 3 '` cn • ›.g . 1 #.4 1 of to • o x w r I: O •<I V 7- t.i O i*Tvi VP t - I� •. _ pDrI� I( 0 rn xDry crv� o rnr-1 i r .ate of rn o - o ut Ill y rn OM -3 % :•••I 1 0,9 4:::•:•. U I III •, Co 7C;•{ Z Z p I r V, rn ; › > * / \. O -01 Lj� Or , z 0 • rn . 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PROJECT: GARAGE FOR MIKE BURKHARDT OWNER'S REP/ CONTACT: ROD MAGER PH: 360-344-3105 ARCHITECT:MAGER ARCHITECTS OWNER: MYRON BURKHARDT PH: 360-344-3105 SHEET 19109 4TH DRIVE SE PROJECT ADDRESS:369 OLELE PT ROAD DATE: 07-15-04 BOTHELL, WA 98012 PORT LUDLOW, WA 98365 SCALE:1" =100,00 A-1 #: