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Home My WebLink AboutBLD2003-00674 '41 SUILDING PERMIT APPLICAIlt N MRAOW00p 90 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00674 Received Date: 10/24/2003 SITE ADDRESS: 23 NOLTON RD NORDLAND, 98358 OWNER: MICHAEL M HERON PHONE: (206)932-1164 PAMELA V HERON 2740 45TH AVE SW SEATTLE WA 98116-2415 SUBDIVISION: NOLTON'S EAST PT Block: 2 Lot: 5,6,+ PARCEL NUMBER: 975900203 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: ELDRIDGE HOMES INC PHONE: 437-2120 561 OLELE POINT RD PORT LUDLOW WA 98365 Contractor's License ELDRIH1110CL Expires 4/9/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,600 VALUATION 221,094.00 ADD'L: 1,232 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 960 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 960 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain r� Z'76 Routing Date: eplo. F&WLandslide lShoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,598.55 KAS 10/24/03 60284 APPROVED Plan Check $1,039.06 KAS 10/24/03 60284 Potable Water Application $51.00 KAS 10/24/03 60284 MAY - 5 2004 State Building Code $4.50 KAS 10/24/03 60284 Permit $0.00 KAS 10/24/03 Jefferson County Planning Plan Check $0.00 KAS 10/24/03 & Building Department /yJ Total: $2,693.11 ', L/it Z(/1/t ji /C S BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00674 Received Date 10/24/2003 SITE ADDRESS: 23 NOLTON RD Issue Date 05/5/2004 NORDLAND, 98358 APPLICANT: MICHAEL M HERON PHONE: (206)932-1164 PAMELA V HERON 2740 45TH AVE SW SEATTLE WA 98116-2415 SUBDIVISION: NOLTON'S EAST PT Block: 2 Lot: 5,6,+ PARCEL NUMBER: 975900203 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: ELDRIDGE HOMES INC PHONE: 437-2120 561 OLELE POINT RD PORT LUDLOW WA 98365 Contractor's License: ELDRIHI110CL Expires: 04/09/2005 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: 'ETRACK�: ®K 5//1 51 UFFER: Ok 57770fe to Footing: Dk S/? o'/ [i] Foundation C— s'/ f nl/ [X Stormwater FINAL Approval: ,K 67/DL jr x Underground Plumbing: v, [ Underground Insulation: [ Shear Wall : Framing: f4k s//B/ 5 04/ fXI Plumbing: -�4/ 2,0 o Propane Tank/Lies: DC Insulation ' /,z..5/t' ,Pil( Sheetrock: ,S/0.1- 4J Septic Sytem Fina Approval: 1 1 Road Approach Final Approval: J%I F1 [ ] Zoning Final Approval: J f Final/Occupancy Approval: ) 57 t.)c 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 SPECIAL CONDITIONS FOR C E # BLD03-00674 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on October 28, 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: SARPA aquifer recharge area; high risk SIPZ. 2.) 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 5.) 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. 6.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 7.) 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. 8.) 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. 41)9.) MANDATORY MEASURES 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. 10.) 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. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) A flow meter shall be installed prior to final sign off of the building permit. 13.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 14.) The applicant is proposing to create or add 3250 square feet of impervious surface and 4000 square feet of land disturbing activities. 15.) 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. 16.) 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. 17.) 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). 18.) The revised site plan dated 'ember 3, 2003 has been reviewed for cons tency 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 May 4, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 19.) This approval is for a single family residence with decks 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. 20.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 21.) 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). 22.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 23.) The building height is not to exceed 35 feet. 24.) Minimum setback from SR 116 right-of-way shall be 30 feet. Minimum setback from Nolton Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. 25.) 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. 26.) 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. 27.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 28.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 29.) A Declaration of Restrictive Covenant has been recorded on November 3, 2003 under AFN 477326 to combine Lots 5, 6, & 11-15 of Block 2 Nolton's East Port Townsend Addition for septic and building purposes only. 30.) An address of 23 Nolton Road, Nordland has been assigned to the lots. Nolton Road is a county local access road (C596009). SR 116 is a state major collector road. 31.) The lots were created through the Nolton's East Port Townsend Addition on December 19, 1889. 32.) A critical area review(CAR01-0013)was finaled on January 16, 2001 for a septic system (SEP01-0007. The septic system was approved on March 19, 2001. A water review (USR01-0018)was approved on October 30, 2003. 33.) An Aquifer Recharge Report dated March 31, 2004 was prepared by Bender Conslulting, LLC. I:\F_BLD_Permit_Buildng.rpt 10/29/19 s ifrsON Jefferson CountyTiopartmant of Community % 621 Sheridan Street,Port Townsend WA 88368 Milli 318-4450 .1/4N r3 4 Y a ppJOfl * perm° u � , 0 0 IIINGf Project Description: �� I B ilding Type: P rot Type: iLi..1 [.__..._ lSingle Family I "New i fOCT 4 '� tame Type: Wood D Garage Attached/Detached 0 Addition 0 Steal ❑ Modular ❑ Alteration/Remod 0 Commercial JEFFERSON CO,1Frk mete 0 Repair DEPT.OF COMMUNITY L E 1Vt 0 Multi-family/#of Units D Demolition ❑ Other: 0 Industrial 0 Other: _ Bathrooms: Bedrooms: . , Type of Sewage Disposal: Type of Heat: a. f Choose one: Existing: Existing: 0 ower 0 Community System 0 Electricity 0 O' Proposed: Proposed: j ` Individual System ? Total: '' Total: Ik y 0 Woodstove ropane k If not sewer,fill out the following: D Heat Pump 0 Conventional Alternative 0 Other Permit# SEP 0(--1 WarSupply: Wl'rivate well 0 Two Party Well,O Public:Name of water system: si Square Footage: ii For Office Use Only 47.00 �y Main Floor f 0 t 0 Z. CC:� 2ND Floor 5})' i 0`cal''_Cl(a Base fee Consistency Review Ii.-il Ss" s:45 5 -NA() 3rd Floor Plan Check fee-- 65% Ma' +6 50-q Htd Basement State Surcharge fee '-t'• SO Unhtd Basement 160 -6 Subtotal 7git.47 . .$1.(1 et Garage/Carport �$ Pot:Water Review fee 452'C() Decks ZZ�21`� , 911/Rd Approach fee Commercial MIPPro'er';= TOTAL �' Iw• r- j •i Industrial W Receipt# Elf Other LEMI ,,m/ "I Cash/Check# 9 qigirco Total Valuation: ' ' Q(,� Initials Or 4141111 t � (.. Date [0� e4 Estimated Cost: V �� If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark _ 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 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 property or structure shall be requested and shall occur during regular business hours. Signature.;µ__ '` : , , ., ,, Date: a� � oz � t� al-TOME\PI,NCNTR\1NFOI3I,DG\FORMS\13I DpermitApplica 'rn 11-8-01 • 11111_o, / �. TREEITFOD414I TION 30' ' L JC't5# i 40' 40' G RA tL j ;8„Fl. . o. "1114 o� • 2 p 30", EDAR O Drl --1-- • �111 E `T'G E O 0 I ptl le; N 8 43'2 8" & u ha ,ber A p ` I 'A �o N 1 co N k • \ 6' ice\ -ate O• \�' t co ,N N — APPROVED 36' lR :X• CO ,, STORMWATER PLAN r rnXicN Pi APA 2 6 2006 18 x24' o L 36' E JEFFE U Y :6"F!' khee,L, DEPT.OF I L E OPME T 0 .,, IG'vATUR fir 3 r .�'70'3 `` St Require FEET NOLTO ROAD ° 30 fio so -- t SCALE Horizontal Scale 1 inch=30 feet P• 7 Vertical Datum=Assumed C.. rn _ �_ CPJ M II � PO Thy'") S e C< U lll- 1,--v '\l�)Q tlZ-r �1 V t S e` -TWO c cn c `� MICHAEL & PAMELA HERON ® 23 NOL TON ROAD, NORDLAND, WA v -TAX PARCELS 975-900-203 AND 207- Notes Legal Description: Lots 5, 6 and 11 through 15, in Block 2 of Noltons 1. Lot Dimensions are per Record East Port Townsend Addition as per Plat recorded Survey Vol. 22 of Surveys, Pg. 79 in Volume 2 of Plats, Page 36,Jefferson County, WA. 0 Found 5/8 rebar w/cap, Wood PLS 23911