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HomeMy WebLinkAboutBLD2004-00083 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00083 Received Date 02/11/2004 SITE ADDRESS: 271 RENIER RD Issue Date 03/3/2004 NORDLAND, 98358 APPLICANT: DONALD R DESNOYER PHONE: (360) 385-9744 JEANIE DESNOYER 271 REINIER RD NORDLAND WA 98358-9559 SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: PARCEL NUMBER: 977700027 Section: 4 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED UNHEATED GARAGE - NO PLUMBING REQUIRED INSPECTION (4 ,ETBACKS: 4 04� . I [X UFFER: OK 4/14 04 [X Footing: OK .4/d N Foundation C 4,7 s, [ ] Undergrovind Plumbing: [ ] Underground Insulafon: [ ] Shear Wall : %C,S/d.. f/ Framing: fi C -"( — ( 1 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: f 1 Sheetrock: j k 0_z/of# _ [ ] Septic Sytem Final Approval: //4 i 1 Road Approach Final Approval: /U/,4 [ ] Zoning Final Approval: A-VA 1/4 Final/Occupancy Approval: Ok -.AA,-grit,' 2/Z3/49, 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 _,) --r,4 prija6- a iti22/61* -.7.6,eAfiv,97-iz ihkhdi- (ee/D4 TO Ci'vl EL Gib FD7e,f�,er�+7�Slc 's �K Sf��°�4 1 �':1:Do'd s � w tiN wAS'Jl,ID Rik fia W ITNAwpea: �E4g9 peRF pa, nvro /eher m 'oar Lever!hare rii-r. GA 241464 WirN ✓ePr/Sew- • MLA04-00077 qkJILDING PERMIT APPLICATION Revi ew Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00083 Received Date: 2/11/2004 SITE ADDRESS: 271 RENIER RD NORDLAND, 98358 OWNER: DONALD R DESNOYER PHONE: (360) 385-9744 JEANIE DESNOYER 271 REINTER RD NORDLAND WA 98358-9559 SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: PARCEL NUMBER: 977700027 Section: 4 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPT1011 NEW DETACHED GARAGE - NO PLUMBING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 16,970.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 720 SETBACK: DECK: 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 �( 0 C/ , Shoreline Aquifer / Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $279.25 KAS 02/11/04 62617 C S5 _ O/jf Plan Check $181.51 KAS 02/11/04 62617 State Building Code $4.50 KAS 02/11/04 62617 t Total: $465.26 Z t& `f yyy • BUILDING PERMIT APPLITION MLA04-00077 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00083 Received Date: 2/11/2004 SITE ADDRESS: 271 RENIER RD NORDLAND, 98358 OWNER: DONALD R DESNOYER PHONE: (360) 385-9744 JEANIE DESNOYER 271 REINIER RD NORDLAND WA 98358-9559 SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: PARCEL NUMBER: 977700027 Section: 4 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NEW DETACHED GARAGE - NO PLUMBING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 16,970.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: GARAGE: 720 SHORELINE CONST TYPE: DECK: SETBACK: 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 �( 0 V Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: A 10 , r -e; E D Permit $279.25 KAS 02/11/04 62617 Plan Check $181.51 KAS 02/11/04 62617 State BuildingCode MAR 3 2004 $4.50 KAS 02/11/04 62617 Total: $465.26 Jefferson County Planning & Building Department ' j � I A A /i I AI1;a' Asa 1 I Gi 0.,ao1V co JotlerSon artinent of Community D8V81op1n811t , , . 821 Sheridan Street Post Townsend WA 88368[3601318-445 w a\' ti may-. o Prrn ?O L] Ppcfl© ' 0 0 IT/NO , , ,c,o7orn A . Building Type: Project Type: Frame Type: ❑ Single Family New I.* Wood Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular W ❑ Alteration/Remodel ❑ Concrete ❑ Commercial 4. ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Type of Sewage Disposal: Type of Heat: Bedrooms: - -- Choose one: --it..)oNc. Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: — Total: y If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: Office Use For Office Use Only Main Floor Consistency Review 1 O 2ND Floor Base fee o1 9, OS 3rd Floor Plan Check fee / S I . S r Htd Basement State Surcharge fee y - S 0 Unhtd Basement ,,,\ Subtotal S/,3. ,a 6 Garage/Carport 72 J 1 IDQ10• LID Pot Water Review fee Decks 911/Rd Approach fee e1Qs4 ri / - re J i eL%J Commercial TOTAL S /i a co Industrial Receipt# (0 p�(p I 1 Other Cash/Check# /(p 0 Initials // Date ` 2/,, /o ( Estimated Cost: '(S/COO 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 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 entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: M o.,a/�c a Date: 274//y OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 SPECIAL CONDITIONS FOR CCE t BLD04-00083 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 18, 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: Eagles Habitat, Class I Wetlands, Special Aquifer Recharge Prtotection Areas and At Risk Seawater Intrusion Protection Zones (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.) A Level I Wetland Assessment dated May 2002 was submitted in conjunction with the application to address the Class I wetland. 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.) 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. 6.) 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 Plicata), 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). 7.) The project components are more than 250'from the mapped/identified wetland. The requirement for a wetland delineation and report is waived based on maintenance of a 225' buffer from the wetland per UDC Table 3-3. 8.) Marine shorelines and islands re susceptible to a condition that is knownnseawater 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. 9.) The parcel is located within an At Risk SIPZ (seawater intrusion protection zone) 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. An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses between 100 mg/L and 200 mg/L (milligrams per liter). 10.) A setback of 150-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 11.) 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. 12.) 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." 13.) 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. 14.) 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. 15.) 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. 16.) VOLUNTARY MEASURES O-OASTAL &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. 17.) 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. 18.) MANDATORY MEASURES FOR AN AT 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. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 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. 19.) The applicant is proposing to create or add 1747 square feet of impervious surface and 2000 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal shall adhere to Best Management Practices (BMPs). 20.) 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). 21.) The site plan as submitted with the building permit application on February 12, 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 March 02, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 22.) This approval is for a detached unheated garage with no plumbing 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. 23.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. • 24.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on y 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). 25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 26.) The building height is not to exceed 35 feet. 27.) Minimum setback from Renier Rd right-of-way is 20 ft. Minimum setback from the edge of the easements along the southern and eastern boundaries are 20 ft. Minimum setback from the unnamed platted road along the western boundary is 20 ft. Minimum setback from the northern boundary is 5 ft. 28.) This proposal was sent to the Washington State Department of Fish &Wildlife (WDFW) for potential eagle habitat. WDFW found that the proposal did not conflict with eagle habitat. 29.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 30.) Letter sent to applicant stating that regulations and requirements for an on-site sewage system were not considered for the non-residence building without plumbing. Building without a primary and reserve drainfield areas may impact the ability to place a residence on the property in the future. 31.) Renier Rd is a local access road (C584809). The road approach is existing and an address of 271 Renier Rd has been assigned to the parcel. 32.) This parcel was created through the Olson & Hambleton's Addition to Port Hambleton subdivision, filed of record December 12, 1906 in Volume 2, page 117 with the Jefferson County Auditor's office. 33.) 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 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:\F_BLD_Permit_Buildng.rpt 10/29/19 a 00 CI CUi U.) N a W ti - 0 ® D U1 D l) A, W D .) (0 p 6 0 61 T , CI. x X 3 X x X c 1 X fl x i x s� � w w fl -1 6) o0 = off = (1) S G v' tJ ti N N 10 I 24-0 / / 0' O" q. 12-0" 4. 6'-0 / / / / \ \ p 4 h V \ \ \ ti o rn fl o 0 -1 \ _ — 7 II 0 i O ICI Gl fl O O 0 (v i 1 t.) o �I 6) O O O I or_o______ \ \ o _d _KIE . fl (0 ,„:: 6to 3-0 3-0 3-O" 2-0" 03 ft_ (D FA p / / / / fl 1- Co u 11J C Co 0 61 laI N - _ H Q y —y o (1) -17 u) O fl o O T - O Z I p 4 I 3 (-1 (� c O" � 6'-0" V� / / A -1 ' CD 9 —18'-O" 12-O" 4-0:: / II ��UI _._. ... 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