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Home My WebLink AboutBLD2002-00409 • 0 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00409 Received Date 07/17/2002 SITE ADDRESS: 132 BRUSH PLANT RD Issue Date 08/21/2002 QUILCENE, 98376 APPLICANT: JAMES G BAILEY PHONE: (425)827-1166 BRENDA L BAILEY 9720 116TH AVE NE KIRKLAND WA 98033-5151 SUBDIVISION: HAMILTON'S 5AC TRACTS Block: Lot: T 150 PARCEL NUMBER: 956100006 Section: 13 Township: 27 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED GARAGE REQUIRED INSPECTIONS: [ ] SFTRACKF / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: (.ra r z�R ` w�iT Jocr � q • i a-a 1..., ,( i .0•i,//9 [ ] Shear Wall: \\ [ ] Framing/Plumbing 1 i' .cs4 it [ ] Propane Tan ine'• (il,5p. OK- I+ Sri..i/o?/ [ ] Insulation: -V \-7)% -' : eE,L,ac bK 01741(4 [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval:] Final/Occupancy Approval: ,K// -an- _no,, 1 1i dgs HEALTH DEPARTMENT 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • • SPECIAL CONDITIONS FOR CASE BLD02-00409 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 10, 2002 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: conservancy shoreline designation, fish, type 1 & 5 stream, flood, SUSC aquifer recharge, erosion, seismic. 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.) 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. 5.) A Type 1 & 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The type 1 stream will require a setback of 112.5-feet based on an administrative variance. The type 5 stream will require a setback of 50-feet. The setbacks shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 6.) 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. 7.) 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). 8.) 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. 9.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater runoff, to the maximum extent practicable, onsite. 10.) The identified Fish and Wildlife Flabitat •Area (Type 1 &5 Streams), shall ma•in a vegetative buffer setback of 112.5-feet for the type 1 sream and 50-feet for the type 5 stream. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed detached garage and single family residence. 11.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed single family residence and proposed detached garage. 12.) A permanent physical separation along the boundary of the 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. 13.) 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 be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 14.) A Small Parcel Erosion and Sediment Control 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. 15.) 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). 16.) The revised site plan dated July 30, 2002 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 16, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 17.) This approval is for a detached garage 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. 18.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 19.) The parcel was created through the Hamilton's Five Acre Tracts subdivision on November 30, 1890. 20.) Brush Plant Loop Road is a county local access oad (C27109). An address of 132 Brush Plant Loop Road, Quilcene has been assigned to the parcel. 21.) Potable water is supplied to the residence via on-site well. 22.) A septic permit(SEP94-0121)was finaled on November 1, 1996 and is now filed with SEP99-0220). A critical area review(CAR99-0175)was finaled on July 13, 199 for a log home. A building permit(BLD99-0261)was cancelled for a log home. 23.) A habitat management plan prepared by Kent Livezey, certified wildlife biologist, dated November 14, 1999 was submitted for review in and for consideration of an administrative setback reduction to the Type 1 stream. • 24.) UDC Section 3.6.8.g(6) allows e UDC Administrator to reduce standard stream buffer widths when: i. Standard buffer function will be preserved through such mechanims as buffer averaging or enhancement with native vegetation. ii. A Habitat Management Plan is required for all buffer width reductions, including buffer averaging. iii. Under no circumstances shall buffer widths be reduced by more than twenty-five (25) percent. According to the submitted habitat management plan, "the property was altered very little, and so the modest buffer enhancements are appropriate." The property owners (Seteroffs)who requested the habitat management plan in 1999 followed the below mentioned recommendations of said document: 1. Removed two cubic yards of dirt and woody debris from the bank of the 100-year flood plain. 2. Planted eight big leaf maples along the bank of the river. 3. Planted four other trees of choice along the bank of the river; holly Liquidamber(two), and sugar maple. In addition, several apple trees were to be planted by the Seteroffs and would allow apple-eating by deer, woodpeckers, and whatever other wildlife chooses to eat the fruit. As part of this buffer enhancement, the applicnat shall ensure that at least eight planted big leaf maples are alive at any one time. Any dead or dying trees shall be replaced. The above-mentioned recommendations are appropriate and thereby the UDC Administrator granted the buffer reduction on the Type 1 stream (Little Quilcene River) from 150 feet to 112.5 feet. A five foot building setback to the 112.5 feet is required per UDC Section 3.6.8.g.(5)ii for a total buffe4r setbck fo 117.5 feet. 25.) A flood elevation certificated dated 6/21/99 prepared by Wood Surveying was submitted that identified a base flood elevation of 44 feet. 26.) Flood proofing measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance. 27.) All new construction shall use construction methods which minimize flood damage. 28.) New construction shall have the lowest floor elevated to at least one foot above base flood elevation. 29.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 30.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture. b. be constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent properties. c. be constructed using methods and practices that minimize flood damage. d. have structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e. electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. 31.) Flood proofing of structures shall be provided by one or more of the following methods: a. Landfill: (Note: Landfills are not permitted in the floodway.) The placement of fill may be utilized to elevate the structure and must comply with the standards and policies of the Jefferson County Shoreline Master Program, if applicable. b. Pole, pier or piling construction: The use of poles, piers, or piles for the foundation of the structure may be used to allow the unrestricted flow of flood waters during periods at a base flood. The lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls: Foundation walls may be designed and constructed to provide open spaces through which water can flow unrestricted to equalize pressure. In velocity flood situations, it is important that all foundation walls be parallel to the flow of the floodwaters. d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and basements are not permitted in the floodway.) The lowest habitable floor of a residence may be constructed on foundation walls that extend above grade to one foot above the height of the base flood provided that residential construction complies with the requirment of Section 5.101(2), "Residential Construction," regarding the design of enclosed areas. 32.) The building height shall not exceed 35 feet. 33.) Minimum setback from Brush Plant Loop Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from the Little Quilcene River shall be 117.5 feet and 55 feet from the Type 5 steam as measured horizontally from the ordinary high water marks. 34.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. i:1F_BLD_Permit_Buildng.rpt 10/29/19 UILDING PERMIT APPLICATION MRAOW00p 66 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00409 Received Date: 7/17/2002 SITE ADDRESS: 132 BRUSH PLANT RD QUILCENE, 98376 OWNER: JAMES G BAILEY PHONE: (425)827-1166 BRENDA L BAILEY 9720 116TH AVE NE KIRKLAND WA 98033-5151 SUBDIVISION: HAMILTON'S 5AC TRACTS Block: Lot: T 150 PARCEL NUMBER: 956100006 Section: 13 Township: 27 N Range: 02 W CONTRACTOR: NORTHWEST LIFESTYLES PHONE: (206)850-6366 PO BOX 61298 SEATTLE WA 98121 Contractor's License NORTHL*994BD Expires 3/5/2004 REPRESENTATIVE(S): RON REINARD PO BOX 61298 SEATTLE WA 98121 PROJECT DESCRIPTIOr DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 18,385.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 780 SHORELINE: CONST TYPE SETBACK: 117 DECK: BANK HEIGHT: 6 SEWAGE-DIPOSAL: 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 WO2- Shoreline Aquifer Forest: Commercial [�[�Rural Type Amount Paid By: Date: Receipt: A Pr od V Permit $307.25 MAM 07/17/02 49306 AUG 2 2002 Plan Check $199.71 MAM 07/17/02 49306 State Building Code $4.50 MAM 07/17/02 49306 Jefferson County Planning Total: $511.46 & Building Department 4 ¢SOS �o Jefferson Couilepartment of Community Development j &� 621 Sheridan Street,Port Townsend WA 88368[3601378-4450 ti rti',,\ *.3 o TT; e r m A o- o 2� � j o�oMuA e2 - 3Project Description: �'"Building Type: :-------,, j 3 l o o Project Type: Frame Type: ❑ Single Family ? R"'► New Wood Garage Attached/Detached`` �` �O ❑ Addition ❑ Steel ❑ Modular C 5'; ¢ ❑ Alteration/Remodel ❑ Concrete ❑ Commercial w ci ❑ Repair ❑ Masonry ❑ Multi-family/#of Units (1 o ❑ Demolition t ❑ Other: ❑ Industrial - a. ❑ Other: w Ire __, Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 1 Existing: d /Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: / Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: i Total: If not sewer,fill out the following: ❑ Heat Pump E ❑ Conventional ❑ Alternative �B'�Other N�/�j�. Permit# SEP / Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review . r 2ND Floor Base fee 807. ZS 3rd Floor Plan Check fee—655% iff --71 Htd Basement tate Surcharge fee y- 50 Unhtd Basement i Su total St/ / f 7 b Garage/Carport 77S ° (? 3°1' 6 of Water Review fee Decks 911/Rd Approach fee --- Commercial TOTAL s/ / , / ,b Industrial Receipt# ' / 930 Other Cash/Check# C/0 1//3 Total Valuation: Initials 1?)/✓j/VO Or Date -/! 7/Estimated Cost: 2 aC ((! If within 200' of the Shoreline, / sH Distance to Bank or Ordinary High Water Mark 1 (1 k ft. Bank Height 6'— 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 en 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 enrry tot plicant's p perty orestructure smell be requested and shall occur during regular business hours. Signature: QiviA Date: 7 /U H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • /. SEASONAL CREEK • ` PARCEL NO. Cf56100050 > 5.11 ACRES (FIELD W/ MIGS. z TREES w sz f > 1 � 4 � ddi O • 30' 8'x6' SEPTIC 25 l 0% TO 190 74 HOLD SLOPE EL. +45' MIN. j STORM - 1,K\ _ 15'x lO' SAND WATER --�� FILTER • 24' 30 25' 8'xb' // SEPTIC ' PROPOSED, 130' TIGHTLINE PROPOSED . { HOUSE'/ TO DRAINFIELD toGARAGE A IER ,'�'� �— 8 WIDE I I ,/i/ DECK \ / I TY PATIO I /,'/ 24" DEEP 1 B I /// UTIL. TRENCH PUMP 'S1.fT SHLD _1 — `--- too yR / �,� 45' ' I I FOOD MARK � 1 r / / /• 1 EXIST iQa9 — — _ / WELLEXIST 7 { .TO 1 O EL. +45.5' z FIELD SEPTIC \ / /S' 10'x✓O' — 1 EL +42.55' / / 4' 4'x4' STORM \ •TER DISPOSAL S .TEM W/2" SHED ROCK s' - _ ORDINARY HIGH I I -�- r WATER MARK__ LITTLE OUILGENE RIVER ----_ y, ...- . 156100023 . = 3c0 SITE PLAN /