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HomeMy WebLinkAboutBLD2004-00144 • BUILDING PERMIT APPLIC*ION MRLA04-00 yp124 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00144 Received Date: 3/10/2004 SITE ADDRESS: 22 JUAN DE FUCA RD PORT TOWNSEND, 98368 OWNER: JAMES D GILMORE PHONE: (907) 272-7094 KATHLEEN M GILMORE 1555 H ST ANCHORAGE AK 99501-5033 SUBDIVISION: HIXSON S.P. Block: Lot: 4 PARCEL NUMBER: 101324020 Section: 32 Township: 31 N Range: 01 W CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372 PO BOX 1410 PORT TOWNSEND WA 98368 Contractor's License DISCOBCO90B9 Expires 9/9/2005 REPRESENTATIVE: ANN RAAB PHONE: (360) 385-5614 OLYMPIC DESIGN GROUP 606 ROOSEVELT PROJECT DESCRIPTIOr NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 890 VALUATION 200,000.00 ADD'L: 800 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: CITY PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 1 Exist: 1 Wetland Erosion Prop: 1 Prop: 2 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: = ,�� F&W Landslide �Z,�� {`jL Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: AP'151TO�Permit $1,553.75 KAS 03/10/04 62691 Plan Check $1,009.94 KAS 03/10/04 62691 APR 1 9 2004 State Building Code $4.50 KAS 03/10/04 62691 Potable Water Application $52.00 KAS 03/10/04 62691 Jefferson County Planning & Buildin Department Total: $2,620.19 'Z/liati 1 /J ro • ©N e 0 Joffe=Coll Department of Community Development ,� o e..... 621 Sheridan Street,Port Townsend WA 88368[360]378-4450 - ° ° .I—a '� permit A pp hr,N Project Description: Building Type: Project Type: Frame Type: pc Single Family A New ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/RemodelMAR t !f ❑ Concrete ❑ Commercial ❑ Repair i �fI ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Othert ❑ Industrial 1 ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: i Existing: / ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: 2. Proposed: / ❑ Individual System ❑ Woodstove r‘Vropane Total: 3 Total: 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: For Office Use Only Main Floor e ! b cgO?Q•20 Consistency Review 4400 2ND Floor f?0J S-2-ZZ� Base fee 1553-75 3rd Floor ` 3�� Plan Check fee-65% l OOR.q{4- Htd Basement z' State Surcharge fee If-.SC. Unhtd Basement �� Subtotal 2. , 6. Garage/Carport �� Pot Water Review fee 5`0O Decks G"� 911/Rd Approach fee Commercial D TOTAL 2701. 1,1 Industrial L' Receipt# 6 2- CI 1 Other �1 Cash/Check# 662-� Total Valuation: Initials ft"[/ Or Date 3(t o (oci- - Estimated Cost ��� y lam° i If within 200' o e, .-- Distance to Bank or Ordinary High Water Mark V 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 applicant's property or structure shall be requested and shall occur during regular business hours. Signature: C '1,i,., , 'I ✓wr.I. Date: y l alb 3 OVER H:HOME\PLNCNTR\IN ermitA BLDG\FORMS\BLDP PP lication 11-8-01 • e BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00144 Received Date 03/10/2004 SITE ADDRESS: 22 JUAN DE FUCA RD Issue Date 04/19/2004 PORT TOWNSEND, 98368 APPLICANT: JAMES D GILMORE PHONE: (907)272-7094 KATHLEEN M GILMORE 1555 H ST ANCHORAGE AK 99501-5033 SUBDIVISION: HIXSON S.P. Block: Lot: 4 PARCEL NUMBER: 101324020 Section: 32 Township: 31 N Range: 01 W CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372 PO BOX 1410 PORT TOWNSEND WA 98368 Contractor's License: DISCOBCO90B9 Expires: 09/09/2005 PROJECT DESCRIPTION: NEW SFR REQUIRED INSPEC 1 NS: ,N SETBACKS: e--Z.v-,7,f3L Kj UFFER: !o--S-- t I Footin • 1-0er Foundation:DJ Gorn, ..6-(t' o y Underground Plumbing: ft Underground Insulation: ] Shear Wall : D( Framing: b K .2/I/o,$ '" f4' Plumbing: vv 14 Propane T k/ Line ,/-)-�o s [Xj Insulation: 1 j,7/�' Sheetroc : _ pg Stormwater FINAL Approval: Septic Sytem Final Approval: f Road Approach Final Approval: ,l1/A [ ] Zoning Final Approval: A Nr Final/Occupancy Approval: 71 .- lar g-16 6��p,S* 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 CM E # BLD04-00144 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 22, 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: Priority Habitat (Eagles), moderate & high landslide hazard, seismic hazard,erosion hazard, Critical Aquifer Recharge Area (susceptible), coastal SIPZ, and stormwater. 2.) A letter from G.W. Thorsen, Consulting Geologist dated March 30, 2004 indicated that the proposed setback of 55 feet from the edge of the bluff was adequate. This letter was a stamped by a licenced geologist. This letter address the landslide issue for the property. A site visit was conducted by staff on 3/30/04 to verify the location of the residence and the condition of the steep slope. 3.) The proposal is located over 300 feet from the shoreline. Therefore, the requirements of the Shoreline Management Master Program are not applicable to the proposal. 4.) 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. 5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 6.) 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. 7.) 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. 8.) 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). 9.) Marine shorelines and islands are susceptible to a condition that is know*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. 10.) The parcel is located within a coastal 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. 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. 11.) 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 of the Landslide Hazard Area. 12.) 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. 13.) 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." 14.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 15.) 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. 16.) 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. 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.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. A copy of the document is located within the file. 19.) VOLUNTARY MEASURES *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. 20.) 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. 21.) MANDATORY MEASURES FOR COASTAL 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 requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 22.) The applicant is proposing to create or add 950 square feet of impervious surface and 1,000 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a stormwater plan for a Small Project. 23.) 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. 24.) A Stormwater 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. 25.) 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). 26.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 27.) Not more than two (2) unlice d or inoperable vehicles shall be stored ally 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). 28.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 29.) The building height is not to exceed 35 feet. 30.) This property is Lots 3 and 4 of the Amended Hixson Short Plat recorded Book 4 Pages 150 & 151 Sepember 1, 2000. Environmental health has required a Declaration of Restrictive Covenant to combine lots 3 &4 because these lots would share the drainfield for Lot 3. This covenant was recorded under Auditor File Number 483339 on April 16, 2004. The property is designated Rural Residential 1 dwelling per 5 acres by the Jefferson County Comprehensive Plan adopted August 28, 1998. 31.) There is an existing 2 story cabin that is under 1,250 sq. ft.. The proposed 2 story residence would be 1,690 sq. ft. A covenant combining lots 3 and 4 were required by Environmental Health. The proposal shall meet the requirements for an Accessory Dwelling Unit(ADU)specified by Section 4.2 of the UDC. This shall include the owners of the property occupying either the main residence of the ADU. 32.) There is a 20 foot setback from the edge of the access easement to the south. There is a 55 foot setback from the edge of the bluff as recommended by the Licenced Geologist (north). There are 5 foot side setbacks (to the east and west). 33.) There is a residence and an accessory dwelling unit. A total of four off-street parking spaces are required. 34.) The site plan for the single family residence as submitted with the Building Application (BLD04-00144) on March 10, 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 April 14, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 35.) This approval is for a 32.5 foot by 37 foot single family residence 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. 36.) Environmental health has required a Declaration of Restrictive Covenant to combine lots 3 &4 because these lots would share the drainfield for Lot 3. This covenant was recorded under Auditor File Number 483339 on April 16, 2004. This covenant addresses the requirements if lots 3 &4 are to be separated. I:\F_BLD_Permit_Buildng.rpt 10/29/19 • • FOR OFFICE USE pNLY FOR FINAL INSPECTION INFORMATION AND APPROVAL SYSTEM INSTALLED BY rn or.�' ABSORPTION AREA: DRAINFIELD TRENCH TRENCH TANK LENGTH ) ' f WIDTH - 8-t DEPTH Z`t- oc-)10.5 SIZE /15-b )Jff�; PRESSURE TEST OB/SERVED I z Z 3 t t J APPROVED SPECIALIST G)i.c �-dc.i-s ,,-i DATE ). rL COMMENTS: ' owl -' ocs i—;11 d i-/-a,'�, o. c: y,-,-, ✓as,z /accrue �? - i G/.--7'."(lie t 4 e%Ez ; `,/o .i 3 C(.,lit o 0 's C,14 sec.)-A,Ci S e,..�X co-7d a./ Fide LJ Ile.,,..)y 1ia7�� i 2 1s Lt S2 T C�,bl� 0 r 3► , 6 :T, ,, c‘,.-t,ii s ck rim} )�I, r,, ., Tt,./7 ,,,-,',fie; ),1L.4se C5ce 17a.�7eourieaf_ 4sb,,)+ .f �/ f ? 6'�`i I .)Qt7, 1----------- )? ' I ' Yge e./i/2 11 MAR 1 0 2004 I I NAME 1 P✓cW?%ty � o+-h,5c,I� L � �� PERMIT NUMBER