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HomeMy WebLinkAboutBLD2005-00491 MLA05-00455 •UILDING PERMIT APPLICA�N Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00491 Received Date: 7/26/2005 SITE ADDRESS: 1631 GRIFFITH POINT RD NORDLAND, 98358 OWNER: DAVID HANSON PHONE: 360-379-1639 STEPHANIE HANSON PO BOX 245 NORDLAND WA 98358 SUBDIVISION: Block: Lot: PARCEL NUMBER: 021321056 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,259 VALUATION 345,254.00 ADD'L: 1,360 HEAT TYPE: WOD CODE EDITION: 2003 HEAT BASE: 814 HEAT TYPE: OIL OCCUPANCY: R-3 UNHEATED: 375 # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 558 CONST TYPE: DECK: 810 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,371.35 SLE 07/25/05 73496 APPROVED Plan Check $1,541.38 SLE 07/25/05 73496 State Building Code $4.50 SLE 07/25/05 73496 OCT 1 2 2005 Potable Water Application $53.00 SLE 07/25/05 73496 •fferson County Planning Total: $3,970.23 Bui ,••! ! • •artment Pll; SEA • el BUILDING PER MIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD05-00491 Received Date 07/26/2005 SITE ADDRESS: 1631 GRIFFITH POINT RD Issue Date 10/12/2005 NORDLAND, 98358 APPLICANT: DAVID HANSON STEPHANIE HANSON PHONE: 360-379-1639 PO BOX 245 NORDLAND WA 98358 SUBDIVISION: Block: Lot: T 78+ PARCEL NUMBER: 021321056 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: PROJECT DESCRIPTION: NSFR W/ATT GARAGE CALL IN FOR THE REQUIRED INSpECTI NS THAT APPLY TO YOUR PROJECT. SETBACKS: 1.O1( /b/z4/D$ UFFER: t3/ le) 24 ,, ` Footing: OK to tc,/lll‘fiC�/,' /,DA 4/o5/ Foundation: O 1#/�/.r{/p�rL/! Stormwater FINAL Approval: `� Underground Plumbing: OK tVz(o5 gt Underground Insulation: /-,4--mom' 01,----'Shear Wall : ()fc,(, - OFj Sheathing: Framing: 6- L6-Ob f=$ Plumbing: 6-0 1-6'00 Ft. Propane Tank/Lines: _ ��- 6-bb^ "1 Insulation: �'a, _f/lc Ilk L. if.'/ � u� 7x5 e weat �'' 1��7i�� ' lick' fy�-,,11f�lJ'' Sheetrock: •t5V1/ '?1.-k(, Pj64 / Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zon. • Final Approval: l ccupancy Approval: gill/zee ? HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL EQUIRED 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 SPECIAL CONDITIONS FOR CSE A BLD05-00492 1.) 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. 2.) 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. 3.) MANDATORY MEASURES OF HIGH 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. 4.) MANDATORY MEASURES FOR HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment (relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 5.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 6.) The project shall adhere to the Best Management Practices (BMPs) 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. I IP • 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 two (2) unlicensed or inoperable vehicles shall be stored on any 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). 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) 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. 12.) 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. 13.) Minimum setback from Griffiths Point Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear(shoreline) setback shall be 30 feet from Ordinary High Water Mark if the bank height is less than 10 feet. If the bank height is greater than 10 feet, then the setback shall be 30 feet measured from the top of bank. 14.) 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. 15.) The building height is not to exceed 35 feet. I:\F_BLD_Permit_Buildng.rpt 10/29/19 Jeffer�l A.i). Cott *fir 0 5-14 W 621 Sheridan S f Port Townsend WA WM 3714450 W �` �1-4 0 y � y„ �I ? rmot `�SINt3`SO App k. . erM il _ 0 cfl©a Building Type: Project Type: Frame Type: Single Family X New Garage Alt .-ached/L -hr l ❑ Addition X —__._�'Wood 0 Steel__ _1 O Modular ❑ Alteration/Remode$ ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: j ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disosal:' - Type of Heat: Choose one: Existing: Existing: i g ❑ Sewer 0 Commubity System ❑ Electricity — X Oil Proposed: 3 Proposed: Z. Individual System Total: 3 Total: 2 y Woodstove ❑ Propane If not sewer,fill out the following: ❑ Heat Pump 0 Conventional KAltemative ❑ Other Permit# SEP Water Supply: X Private well ❑ Two Party WellX Public:Name of water system: Square Footage: Office Use For Office Use Only Main Floor l?/JC_1 t I z b Q 4•17 Consistency Review 4 .0 0 2NDFloor f 3� ' 12lg lL` Base fee rlr_3lt.55 3rd Floor y Plan Check fee 154(. 3Z Htd Basement Ll lii/ 1 2. �. g2 State Surcharge fee (4- Unhtd Basement 37 53 o. Subtotal 3(16(. 23 Garage/Carport �• ) 312 .0L. Pot Water Review fee SI- 00 p Decks _ Q it) ( q 0 ( . 911/Rd Approach fee Mgt 0 Commercial 53, Z 3 345,2.53. TAL ` _Industrialeceip t# 1 31..1.q Other Cash/Check# 1O30 Initials Q(2-l3 Date 7(z5 jO Estimated Cost: 3 G / CO / If within 200' of the Shoreline, - / ,/ 7 Distance to Bank or Ordinary High Water Mark !D-— ? ft.Bank Height / 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 attomey'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 f entry to Je rson 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 a ' n' rop cture shall be requested and shall occur during regular business hours. i 7: c-- Signature: Dater OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 gA. . 11 b � � 0 ici ' b 1 - - - - 99D1' - - - - - 5 1319'41"E - 99D1' PI / /- 20'SETBACK - - I - \ // I T—j -/ 1 -r-- <.--"---r1/1 \ / '-- ft h Wilitiralf / r / ii / L `,/` Iiv,Ir I II �� + 1` ; `% I I 3- `. � III II 0 II , 1 , \\ \\ r- / il \ \ . , ,, ,, , ,_ `�/ \ \ , / iv � � ,7i 1 III � i N N i \ � _ li i *.s _ ____ )_ _ i_ ii 1 cp . I 'I0 i I _ _ _ -./ 1 II11- _4( \\....) - I SI I r j.I I N-4 T _ f / I 5V-0" 1 I 4 \I � � I I _I T. ,T, I 41 8c, 1 1 1_ — - n _ I I II 1 ■ " zA 98'-o" AI 1 k N , n 1 1g , 6 0 70 t E b -AO b r (3NIl 2HrY1.1 1401H NY3I WO,yd....1 y°Y9136,0G _ (alp GYM N3fH N4'��i3Ob Itr) \ cr - - \ °b'bb I - - - - --�_.. _ - -_ 1 M.60,IoMN - I o RI T5,-) \ k g Qrn C� ,g jI'j--.m 0 9: 1 e., Cl 61( . rn c. r...) ,:,,..-:- o —I AID riC.) i 4011%_. 1 CD —� RE5IDEN°E FOR: SITE PLAN RIGHARD BERG $ ARGHITEGTS,P.G. Il i€ DAVID AND STEPHANIE HANSON 111111 _ _ 7]7 TAttd!STILT 1651&FU TH POINT RD. INDEX (3eo)3 M D05o Pm 319 D324 d NORDLAND,WA E,"aI, rb"rgeoypiamt 41