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HomeMy WebLinkAboutBLD2001-00392 s C a BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD01-00392 Received Date 07/9/2001 SITE ADDRESS: 1641 CAMP DISCOVERY RD Issue Date 08/7/2001 QUILCENE, 98376 Expiration Date 08/7/2002 APPLICANT: RICHARD PATRICELLI PHONE: (425)454-0170 9529 NE 31ST CLYDEHILL WA 98004-1737 SUBDIVISION: Block: Lot: T 10 PARCEL NUMBER: 701224009 Section: 22 Township: 27 N Range: 01 W CONTRACTOR: Copper.op -tOYT5i • PHONE: 360 SQL g • 590 t LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION REPLACE SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] Setbacks (Shoreline Setbacks): .:/ r '; ?-C [ Footings: O - ? . , 7-c [t4 Foundation: 0)‹).C, S'' )-6) [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: 0j1 /o.Z,-�U/ ["] Framing/Plumbing: 0 [ ] Propane Tank/Lines: ['-4' Insulation: 0 K. ./'?-ifc' ._ /i21' i;�/, -,��, [ ] Sheetrock: / [ ] Final/Occupancy Approval: Q/� lec,,,,, F-2.7--0 HEALTH DEPARTMENT APPROV 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. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS FOR CASE BLD01-00392 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 6/20/00 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: Landslide Hazard Area, Shoreline, Seismic Hazard Area, and Susceptible Aquifer Recharge Area. 2.) In February 1999, a landslide occured on the subject property and pushed an existion cabin off of its foundation. The applicant obtained the services of Earth Consultants Inc. to conduct a geotechnical analysis. The report concluded that the property is stable and through revegetation and other conditions a proposal to rebuilding the dwelling is appropriate. 3.) The applicant has signed and recorded a Declaration of Restrictive Covenant acknowledging that potential landslide could occur on the subject property. The document has been signed, notorized and recorded at the Jefferson County Auditors Office. 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 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 (see attached). 7.) The applicant is proposing to create or add 1,400 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPS). In addition, all conditions regarding stormwater rendered through the Geotechnical Report shall be followed. Any discharge onto the beach, or over the bank shall submit and receive approval for a stormwater tightline through the Shoreline Management Master Program. 8.) 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. 9.) The site plan as submitted with the building application on July 9, 2001 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 August 2, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) 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. 11.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area to the steep slope located east of the proposed dwelling. In addition, a vegetative buffer of 15 feet shall be permanently maintained from the toe of the landslide hazard area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 12.) 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. ) 13.) 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 4 Nutkana), Swamp Rose (Rosa Pisocarpa), Willows(Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 14.) 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." 15.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 16.) 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. 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by impervious surface, which includes decks, driveways, roof tops, etc. 18.) The building height is not to exceed 35 feet. 19.) The proposed dwelling will be sited inside of the existing footprint. However, it will be expanding the footprint in size. The proposed structure is roughly 300 square feet larger then the previous cabin. i:\F_BLD_Permit_Buildng.rpt 10/29/19 dd . t JEFFERSON.COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: RICHARD PATRICELLI 9529 NE 31ST CLYDEHILL WA 98004-1737 DATE ISSUED: August 07, 2001 DATE EXPIRES: August 07, 2002 MLA NUMBER: MLA01-00372 PROJECT PLANNER: K RUSSELL PROJECT DESCRIPTION: REPLACE SINGLE FAMILY RESIDENCE PROJECT LOCATION: Parcel number 701 224 009 in Section 22, Township 27, Range 01 West, WM located at 1641 Camp Discovery Rd, Quilcene, WA 98376 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on 6/20/0 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: Landslide Hazard Area, Shoreline, Seismic Hazard Area, and Susceptible Aquifer Recharge Area. 3.) In February 1999, a landslide occured on the subject property and pushed an existion cabin off of its foundation The applicant obtained the services of Earth Consultants Inc. to conduct a geotechnical analysis. The report concluded that the property is stable and through revegetation and other conditions a proposal to rebuilding the dwelling is appropriate. 4.) The applicant has signed and recorded a Declaration of Restrictive Covenant acknowledging that potential landslide could occur on the subject property. The document has been signed, notorized and recorded at the Jefferson County Auditors Office. 5.) 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. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 7.) The applicant is proposing to create or add 1,400 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices(BMPS). In addition, all conditions regarding stormwater rendered through the Geotechnical Report shall be followed. Any discharge onto the beach, or over the bank shall submit and receive approval for a stormwater tightline through the Shoreline Management Master Program. 8.) The site plan as submitted with the building application on July 9, 2001 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 August 2, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) 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. 10.) 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. 11.) Among the native conifer species which may be used in buffem 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). 12.) The proposed dwelling will be sited inside of the existing footprint. However, it will be expanding the footprint in size. The proposed structure is roughly 300 square feet larger then the previous cabin. CONDITIONS: 1.) 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 (see attached). 2.) 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. 3.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area to the steep slope located east of the proposed dwelling. In addition, a vegetative buffer of 15 feet shall be permanently maintained from the toe of the landslide hazard area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 4.) 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." 5.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 6.) 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. 7.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by impervious surface, which includes decks, driveways, roof tops, etc. 8.) The building height is not to exceed 35 feet. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes"listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -Set back buildings, utilities and roads as far as possible from surface waters(streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at (206)526-6613, or the U.S. Fish and Wildlife Service at(503) 231-6121. Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21) calendar days of the date of issuance of this land use decision. For more information related tojudical appeals see UDC Section 8.5.2. 817/0/ UDC Administrato ' F21 Iv&D t - I R I '''� I_ P24'i 5 12 ,.. i 1 I7-IV 1 11 5 12' III I' UTILITY ROOM s II CL. SLEEPING AREA III g Is III W(j OO PECKC III C p I/0 BY CUSTOMER 91 In<® 5 c to• &® BA ROOM <o„ In r ��.,J -- saTo4 II"w� ylll rm & will a-IIICMGN dI r7 III �m= Du wAu : e_ - 254 812 If 7-7 7-0 t ia=r 6 1lh10 in - k ]i? 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OF COMMUNITY DEVELOPMENT 2 BUILDING PERMIT:APPLICATION ReA01 O pe: I Jefferson County Department.of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00392 Received Date: 7/9/2001 SITE ADDRESS: 1641 CAMP DISCOVERY RD QUILCENE, 98376 OWNER: RICHARD PATRICELLI PHONE: (425)454-0170 9529 NE 31ST CLYDEHILL WA 98004 SUBDIVISION: Block: Lot: T 10 PARCEL NUMBER: 701224009 Section: 22 Township: 27 N Range: 01 W CONTRACTOR: `OWNER PHONE: Copper 1010 COOS+ REPRESENTATIVE(S): PROJECT DESCRIPTIO REPLACE SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 864 VALUATION 67,639.00 ADD'L: 251 HEAT TYPE: WOD CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 288 SETBACK: 110 BANK HEIGHT: 4 SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 1 Total: 1 Flood Way Floodplain F&W Landslide Routing Date: 9 _ Shoreline Aquifer U , "� Forest: Commercial Rural Proximity_ Plat Conditions Type Amount Paid By: Date: Receipt: ',•.•r ye. ea . -�--- Permit $769.75 MAM 07/09/01 29003 A � i 10E ;i Plan Check $230.93 MAM 07/09/01 29003 State Building Code $4.50 MAM 07/09/01 29003 AUG 0 6 2001 Potable Water Application $30.00 MAM 07/09/01 29003 Total: $1,035.18 JEFFERSON COUNTY- DEPT.OF Ce f '► NI D . 'MENT SIGNATLJ : ,,ALr / 1P r S czv tferson County Department of Commmupty Development f a�� 621SherIdan Street.Port Townsend WA 88388(360)378-4450 +� o(#i_ a _...�- t i\li.) Project Description: t ' .1,11 Building Type: I 1 ',roject Type: Frame Type: Wood 0 Garage Attached/Detache. JEFFERS "„LINT? PN N• -on ❑ Steel -] Modular DEPT.OF CC4AMutl,�`( ❑ Alteration/Remodel ❑ Concrete 0 Commercial G Repair ❑ Masonry Multi-family/#of Units I Demolition ❑ Other: Industrial ❑ Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: Li Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: . Proposed: g. Individual System $ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump Conventional Li Alternative ❑ Other i Permit# SEP C)C. — 1.63 Water Supply: Private well ❑ Two Party Well Public:Name of water system: Square Footage: �J ��\Y`y For Office Use Only /, _ ; 3 A,00 Main Floors `� + �' ) UBC OCCUPANCY GROUP d l LJL7�.C� S l 2(� 'lour Luj'11 ��ii b l 0 K Base fee 7 (9n , O� I 3rd Floor Plan Check fee 3J '- / 3 . Htd Basement State Surcharge fee !/ L7' /` 5 d /Unhtd Basement _ Subtotal 0 1. ! _ Garage/Carport Pot Water Review f - O 0 Decks � C�-� O Rd Approach tee Commercial TOTAL Industrial Receipt# C3qJ Other (�` Cash/Check# -L //�Q ' ( Total Valuation: Initials v Or ,�^, \D Date 7— 9.—' 0 Estimated Cost: ( l • ) If within 200' of the Shore ine, v 7 Distance to Bank or Ordinary Hi:h Water Mark r— // ft. Bank Height C` - ft. By signing the application form,the applicant/iwner 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 applican/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harm ess 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 cces and right of e ry to Jeffer• unty and it's employees,representatives or agents for the purpose of application review and any required later inspections. 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N 2 ppZ NgSP ;;N Q ,F," i 4 2 ray cam. �, ,,L 6r- c, P 0 111 ( ) CJ f r O r) ` " �13 ca SC LE: $ 30' $ m \ ' € ,/ SE.PT/C SYSTEM DESIGN WE °1 1 LL N N PIPE ROUTING 7/5 EP # W FOR RICHARD PATRICELLI SYSTEM PLAN ENGINEERING, INC. 18 r r PARCEL NO. 701-224-009 +`75w 0°