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Home My WebLink AboutBLD2004-00066 • BUILDING PERMIT APPLICOION MLA04-00062 Review Type: l Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00066 Received Date: 2/4/2004 SITE ADDRESS: 170 DICKEY ST PORT LUDLOW, 98365 OWNER: JOHN F WATKINS PHONE: (360) 668-7291 GAYLA R WATKINS 20910 106TH AVE SE SNOHOMISH WA 98296-7187 SUBDIVISION: TRAILS END 2ND ADDITION Block: 12 Lot: 20 PARCEL NUMBER: 950101214 Section: 16 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE & DECK(S) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,152 VALUATION 167,302.00 ADD'L: 512 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: 480 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 720 SHORELINE: CONST TYPE: DECK: 440 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BRIDGEHVN PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: F&W Landslide `j 04/ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A V RO f E D Permit $1,374.55 KAS 02/04/04 62606 Plan Check $893.46 KAS 02/04/04 62606 FEB 2 7 2004 State Building Code $4.50 KAS 02/04/04 62606 Potable Water Application $52.00 KAS 02/04/04 62606 Jefferson County Planning & Building Department Total: $2,324.51 eaCai'r1 �"�- - --. i^ r `6-c.cal_6 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00066 Received Date 02/4/2004 SITE ADDRESS: 170 DICKEY ST Issue Date 02/27/2004 PORT LUDLOW, 98365 APPLICANT: JOHN F WATKINS PHONE: (360) 668-7291 GAYLA R WATKINS 20910 106TH AVE SE SNOHOMISH WA 98296-7187 SUBDIVISION: TRAILS END 2ND ADDITION Block: 12 Lot: 20 PARCEL NUMBER: 950101214 Section: 16 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE & DECK(S) REQUIRED INSPECTIONS: [ ] `PTRACKS: ,_ 3/23/44 [ ] UFFER: F.Jo [ ] Footing:Q-L.'y. / [ ] Foundation: [ ] Underground Plumbing: (, 1/r y [ ] Underground Insulatio : -e , [ ] Shear Wall : OGG. -�2-- [ ] Framing: �K t✓ eakte/6414j /// #/' , f 1 Plumbing: ei, //z/� [ ] Propane Tank Ines: A) ` [ ] Insulation: ® /Iq/D • f 1 Sheetrock: /,1(L) '!/id/ /ans 12/9/p�v, " [ ] Septic Sytem Final Approval: / 1 Road Approach Final Approval: [ ] Zoning Final Approval: / f 1 Final/Occupancy Approval: ,�1ie n r 1/!,) ..�jz-'` HEALTH DEPARTMENT AND PUBLIC WORKS APP/ROYAL REQUIRED QU ED 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 E # BLD04-00066 • CA 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 10, 2004 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: Level 2 Landslide Hazard Area (moderate); Susceptible Aquifer Recharge Area, Coastal, At Risk& High Risk Seawater Intrusion Protection Zone (SIPZ). 2.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 3.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 4.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicate), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera)Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 5.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top or toe of the Landslide Hazard Area. 6.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 7.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 8.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 9.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 10.) Development Review staff conducted a site visit of the subject parcel November 12, 2003 during review of a SPAAD (MLA03-00576/ZONO3-00062)and determined the slope to be generally slightly sloping with a steeper slope located on the adjacent parcel to the east. 11.) Aquifer Recharge Areas in JerT€rson County are characterized by porous g logical 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. 12.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 13.) 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. 14.) 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). 15.) 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. 16.) 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. 17.) 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. 18.) A septic permit(SEP93-00233)for a 2 bedroom septic system was finaled January 18, 1996. 19.) Bridgehaven Community Club water system provides potable water to this parcel. 20.) The site is accessed via Dickey St(C440309), a county local access road. A road approach permit was reviewed and approved December 17, 2003 under RAP03-00235, and an address of 170 Dickey St has been assigned to the parcel. • 21.) Jefferson County determined that this proposal is categorically exempt from view under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 22.) A Site Plan approval Advance Determination (SPAAD)was approved November 20, 2003 and expires November 20, 2008. 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.) Minimum setback from Dickey St is 20 feet. Minimum side and rear setbacks are 5 feet. Environmentally Sensitive Area buffers further impact setbacks. 26.) A minimum of two (2)on-site parking spaces are required for the single family residence. 27.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 28.) 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). 29.) 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. 30.) This parcel was created through the Trails End 2nd Addition subdivision September 5, 1952 and recorded under AFN 133824, Vol 4, p 1 of Long Plats with the Jefferson County Auditor. 31.) An application for a Binding Advance Determination (CAR00-00357)was submitted August 2, 2000. The case was closed due to inactivity November 19, 2003. 32.) The applicant is proposing to create or add 1,986 square feet of impervious surface and 2,480 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. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 33.) 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. 34.) 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. 35.) The site plan as submitted with the building application on February 4, 2004 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 February 10, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 36.) This approval is for a single family residence with attached garage & deck(s)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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 ozv 00 • Jolters ni .� Bepertfgeet of com dty&v t ��g et 621 Shoild�Street,Port Townsend WA 8836813661378-4450 rti � ` r3 0 . . AppOcto0 „,,,.. ,.., Project Description: Building Type: s+ Project Type: Frame Type: Single Famil X New .X Wood igt Garage Attache Detached C,.:.x ❑ Addition ❑ Steel r... ❑ M ❑ Alteration/Remodel ❑ Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing. ❑ Sewer ❑ Community System X Electricity ❑ Oil Proposed: 2 1/2 Proposed: ' X Individual System ❑ Woodstove ❑ Propane Total: 2/1 Total: ZIf not sewer,fill out the following: ❑ Heat Pump ,X,Conventional ❑ Alternative ❑ Other Permit# SEP 72 ••c 2 3 Water Supply: p ❑ Private well ❑ Two Party WellX Public:Name of water system: ,(�49/v G E/f/9//f"/I/ Co/*'v ni/ry C`.(G'.6 Square Footage: For Office Use Only Main Floor � � 5 2 202,02 . �10 S� AD _ Consistency Review 2ND Floor T/2 3 3 LI a3-3 Base fee . i 3 7`7r• Sc 3rd Floor �/p Plan Check fee—6J�% • ` 89 3 S . tb Htd Basement /p U ( 3 ] 3 3�f. LID State Surcharge fee • ' -60 Unhtd Basement r _ Subtotal aa-7a.s Garage/Carport 7 ?a 16 e 7 0 • `�l� Pot Water Review fee n&S• °0 Decks 110 !D -7 0• 4r 911/Rd Approach fee AP 03 —2.3 S Commercial . OTAL a3 s 7•S, Industrial / Receipt# & LOv Co Other Cash/Check# I b(O ( Total Valuation: Initials 1/1/ Or 2/1 Date 219(ov Estimated Cost /6 0/ C 0 `i 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 an 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 accru 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 ested and shall occur during regular business hours. Signature -4 ` � � --,, Date: 2— 3`G OVER 0.- H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • ir t u4 II x4 I Zcj ,it g g•T4 .-- 0 h. I Lu t V) . EL: 11 --, go( C4 LL. ,74 Q • -.---,:s- <0 .49 k-< „Viy4461 14/6)Y 4(9-10`."67 t z 3 Z V _,.. A 2 "`-',.. 44 . (::::: -, t ....) 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