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HomeMy WebLinkAboutBLD2003-00655 1tUILDING PERMIT APPLICA416N MRLA03 00579 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00655 Received Date: 10/20/2003 SITE ADDRESS: 250 PULALI POINT RD BRINNON, 98320 OWNER: FRANK E LINDEKE PHONE: (206) 244-6551 ANN W LINDEKE PO BOX 98786 DES MOINES WA 98198 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601183002 Section: 18 Township: 26 N Range: 01 W CONTRACTOR: CORBIN ENTERPRISES PHONE: (206) 817-2368 4220 183RD PL SW LYNNWOOD WA 98037 Contractor's License CORBIE*062LC Expires 2/28/2004 REPRESENTATIVE: BRUCE S LINDEKE PHONE: (206) 406-2709 15222 25TH AVE W LYNNWOOD WA 98037 PROJECT DESCRIPTION MASTER BEDROOM ADDITION TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 492 VALUATION 80,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 264 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 2 Exist: 2 Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain Routing Date: �74(D, Pj5 F&WLandslide �� �'JShoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: A PAR V , r. Permit $853.75 KAS 10/20/03 60192 Plan Check $554.94 KAS 10/20/03 60192 DEC 1 0 2003 State Building Code $4.50 KAS 10/20/03 60192 Jefferson County Pia>nnin<y Potable Water Application $51.00 KAS 10/20/03 60192 &Building Department Total: $1,464.19 C,a2swn n 0-P-A IC. V QQ_¢�` AtIF • lir Jefferson Coun . artment of Community Development 021 Sheridan Strut,Port Townsend WA 88368[3001370-4450 perm :1.... ...,,,,--.. ,-;:-+sulirtietto J--J Ap1-3 [ ,ai..poon Project Description: ' -- ,11) C E II Vi 1 Buildin e: ject Type: Fr e: Single Famil 2 0 2003 .._.>> ew Wood Garage Attached/Deta d OCTl�1 dition� Steel Modular teration/Remodel Commercial JEFFERSON COUNTY Concrete Multi-family/#of Unit' DEPT. OF COMMUNITY DEVELOPMENT Demolition Repair Masonry Other- Industrial Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 2 Existing: 2 Sewer Community System Electricity Oil Proposed: I Proposed: I Individual ystei W...stove Propane Total: 3 Total: 2" If not sewer fill out the following: Heat Pump Convention Alternative Other Permit# SEP 1'(—VS Water Supply: Private well Two Party Well Public:Name of water system: Square Footage: For Office Use Only11 Main Floor 4 9 2 v32 \`7 -7L, Consistency Review 47.00 2N Floor '—' - Base fee a-53-7 S 3rd Floor � Plan Check fee S5 '6T 1 Htd Basement State Surcharge fee 1-(--. Unhtd Basement 244 31;oc'Z((� -,Stabtotal i,"[L . iq Garage/Carport - sia Pot Water Review fee 82,CC) Decks C5 911/Rd Approach fee Commercial `� TOTAL I S 1-Z,• ( 1 Industrial Receipt# _La 0 ( qa. Other Cash/Check# C) O c a ' 3 a t Q Total Valuation: Initials /� Or Date 1ZO/l� Estimated C st: ©� (J oh am, L If within 200 e,Distance to Bank or Ordinary High Water Mark 631 ± ±ft.Bank Height 50 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 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 etturto the applicant's pm or stm shall be requested and shall occur during regular business hours. Signature:', Uu- .0 Date: ' f`67‘ii!' . OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 III 1111 BUILDING PERMIT . Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00655 Received Date 10/20/2003 SITE ADDRESS: 250 PULALI POINT RD Issue Date 12/10/2003 BRINNON, 98320 APPLICANT: FRANK E LINDEKE PHONE: (206) 244-6551 ANN W LINDEKE PO BOX 98786 DES MOINES WA 98198 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601183002 Section: 18 Township: 26 N Range: 01 W c 2,6 CONTRACTOR: CORBIN ENTERPRISES ;L /I PHONE: (206) 817-2368 4220 183RD PL SW (V LYNNWOOD WA 98037 S f 13/0`1 Contractor's License: CORBIE*062LC Expires: 02/28/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: MASTER BEDROOM ADDITION --one existing bedroom to be decommissioned. REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: �® �OFooting: *Wire" 4�'l.lrf/D CilkoL�c� if 1�'7j� if R 1v [ ] �'',,//Foundation: — -'� '� ���� [ ] Underground Plumbing: (A, 'Z-77-0 c1 `r. --% [ ] Underground Insulation: [ ] Shear Wall : [ l Framing: it//OA/0 'Fi [ 1 Plumbing: t/I L -01$ [ ] Propane Tank/ Lines: [ ] Insulation: 1 1 Sheetrock: tJW ' K-1,/;17n/A [ ] Septic Sytem Final Approval: [ 1 Zoning Final Approval: [-] Final/Occupancy Approval: 11f HEALT EPA TM NT 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 110 SPECIAL CONDITIONS FOR IRE # BLD03-00655 1.) PER THE GENERAL STRUCTURAL NOTES PAGE SO OF THE APPROVED PLANS SPECIAL INSPECTIONS WILL BE AS CALLED OUT: #14 -SPECIAL INSPECTION: CONCRETE CONSTRUCTION, EXPANSION BOLTS AND THREADED EXPANSION INSERTS, EPDXY GROUTED INSTALLATIONS & AUGERCAST PILE INSTALLATION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1701 OF THE UBC BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. #17 - CONCRETE - SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc=3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. CONCRETE FOR AUGERCAST PILING SHALL ATTAIN A 28 DAY STRENGTH OF fc=4,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 10 SACKS OF CEMENT PER CUBIC YARD 2.) The application was reviewed by the Jefferson County Department of Community Development staff on November 14, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Conservancy Shoreline, Fish &Wildlife habitat(osprey, eagle &spotted owl), Susceptible aquifer recharge area, High Risk& Coastal seawater intrusion protection zone (SIPZ). 3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) 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. 6.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 7.) The parcel is located within aI oastal SIPZ(seawater intrusion protectione) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 8.) 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. 9.) 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. 10.) The original residence never received review to determine proof of potable water. The building addition required submittal of proof of potable water. Because this is an existing use, proof of potable water is reviewed for water quality and quantity. This application is not subject to UDC Section 3.6.5.d(9). 11.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 12.) As per the approved Eagle Plan received December 9, 2003, the applicant shall retain all known perch trees and conifers >/=24 inches diameter at breast height(d.b.h.). The applicant shall also retain >/=50% of pre-clearing or pre-construction conifer stand with diameter distributions representative of the original stand (>6 feet tall). Windowing and low limbing of trees is acceptable provided no more than 30% of the live crown is removed. 13.) Washington State Department of Fish &Wildlife (WDFW) commented on the application November 20, 2003 regarding osprey and spotted owl habitat. WDFW determined the site is located in a spotted owl habitat with insufficient evidence to establish an active spotted owl habitat area, and the eagle plan conditions should protect osprey habitat. WDFW suggests the applicant should: 1. Retain all mature conifer along the shoreline for perching and future potential nest sites. 2. Retain native vegetation to the greatest extent practicable between the proposed addition and the shoreline. 14.) Per Washington State Department of Fish &Wildlife, the applicant should 1. Retain all mature conifer along the shoreline for perching and future potential nest sites. 2. Retain native vegetation to the greatest extent practicable between the proposed addition and the shoreline. 15.) The site plan as submitted with the building application on October 20, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated December 9, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) The applicant is proposing to eate or add 900 square feet of impervious face and 1,400 square feet of land disturbing activities. The project shall comply with Minimum Requirement#2 of the Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction (see attached). BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 17.) 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 (attached). 18.) A minimum of two (2) onsite parking spaces are required for a single family residence. 19.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 20.) This parcel is a legal nonconforming parcel designated Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 21.) Pulali Point Rd (C274709) is a county local access road. The road approach is existing, and an address of 250 Pulali Point Rd has been assigned to the parcel. 22.) A septic permit(SEP77-00083)was finaled May 19, 1977 for a system with capacity of 240 gallons per day. Designation of a reserve drainfield area was completed November 7, 2003. 23.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 24.) The building height is not to exceed 35 feet. 25.) Development Review staff conducted a site plan of the subject parcel November 19, 2003. The site is steep with terracing, however no mapped landslide hazard area exists on the parcel. The existing single family residence does not meet the standard shoreline setback requirements per the Shoreline Master Program. 26.) Minimum setback from Pulali Point Rd right-of-way is 20 feet. Minimum side and rear setbacks are 5 feet. Shoreline setbacks further impact the parcel. 27.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty (30) feet or one (1) foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 28.) The existing home is a legal nonconforming structure with regard to shoreline setback requirements. The Administrator determined the addition is allowed as it is not increasing the level of nonconformity. 29.) A Declaration of Restrictive Covenant was recorded November 18, 2003 under AFN 478109 stating: "Notice is hereby given that the potable water supply source for(parcels 601 183 001 and 601 183 002) does not meet the criteria of RCW 19.27.097, requiring that the applicant for a building permit shall provide proof of an adequate supply of potable water for the intended purposes of the building. Specifically, the system fails to meet the criteria for an adequate supply (400 gallons per day). Approval of the building permit has been predicated on the following: The applicant acknowledges that the water supply source is an alternative system, specifially a low producing well.." 30.) The applicant submitted a water conservation plan as requested by Jefferson County Depratment of Environmental Health. 31.) A Declaration of Restrictive Covenant was recorded September 10, 2003 combining parcels 601 183 001 and 601 183 002 for development purposes only. 32.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 33.) Not more than two (2) unliceld or inoperable vehicles shall be stored Alt, 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). 34.) This approval is for an a bedroom addition only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 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" .°X § tit �° -41 i if UI cro re'�FcTpp E ��D11 -i r 6'D Inji :A trt �O 2 r �l -C m g 8 (it) R>D FAD .0F0Pm A_ O f,� FAQ 0m. p VD -{m1Ti yrtl/V\\Agf o rtn , mZ A\m - 0 VD CID-0/ m D� o2 N 3 _ — x m rn - _ y. eek ___-_ -4 --2.1110:11111111111111111C- •z � s O ____ - Mini ll v nog 2rr 3 ^n z m = I MIN 1. ______—N N�- m ti z -NF -- — < m 2 a z tD — --i ,, \ - 0 er z - - L�� i_ 1 . , m 0 0 . T i An PgA y � T �"yt �D A AE2-Pt-�I -1P -0 < 1t,"� 48 m D my -+ ya °riX O 2 � m0 (P AN tm ANA l m -i! 3 g$ g 1 <O 304 oDi` 86i s sD Am tg p I 4 Z ��mmff �� ° COUNTY DCD ° i xRVR° n ° JEFFERSON ^' A Foundation Pin Pile Design For REVISIONS KIMSEY ti6R a.K/y !� MR. $ MRS. LINDEKE GENERAL NOH CONSULTING ,,'', 0,4„� ``�` 0 p 250 PULALI POINT ROAD STRUCTURAL ANIFIT 1�'';� D BRINNON, WA 95320 PIN PILE PL .,�,. Y ENGINEERS e A „� PIN PILE DET 2120 SOUTHWEST 152nd STREET '/tSSONAL EK°\� DATE:10-10-02 SUITE B (205)283-0357 (TAX}283-0517 I awe.u