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HomeMy WebLinkAboutBLD2003-00121 S 4111, BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00121 Received Date 02/28/2003 SITE ADDRESS: 82 NICHOLSMITH LN Issue Date 03/12/2003 BRINNON, 98320 APPLICANT: DAVID C SELLMAN PHONE: (360)796-9954 SHERRY R SELLMAN 190 E MADRONA PKWY GRAPEVIEW WA 98546-9677 SUBDIVISION: Block: Lot: GV'T1 PARCEL NUMBER: 602231007 Section: 23 Township: 26 N Range: 02 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365 Contractor's License: SOUNDBS027NM Expires: 8/19/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: POLE BUILDING GARAGE REQUIRED INSPECTIONS: [�]/ SETBACKS /Footin :pt /©404e ©iG . /, /�j���/ [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: 1 Propane Tank/Lines: [ ] Insulation: 11 Sheetrock: f 1 Septic System Final Approval: [ ] Zoning Final Approval: V Final/Occupancy Approval: / 7 HEAL DEPAR�EI�ITp 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 IIIBUILDING PERMIT APPLIAION MLA03 00093 Review Type: i Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00121 Received Date: 2/28/2003 SITE ADDRESS: 82 NICHOLSMITH LN BRINNON, 98320 OWNER: DAVID C SELLMAN PHONE: (360)796-9954 SHERRY R SELLMAN PO BOX 172 BRINNON WA 98320 SUBDIVISION: Block: Lot: GV'T1 PARCEL NUMBER: 602231007 Section: 23 Township: 26 N Range: 02 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365 Contractor's License SOUNDBS027NM Expires 8/19/2003 REPRESENTATIVE: SOUND BUILDING SYSTEMS PHONE: (360)437-1219 3546 THORNDYKE RD PORT LUDLOW WA 98365 PROJECT DESCRIPTIOr POLE BUILDING GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 9,274.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 576 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL 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: /c/7O- F&W Landslide �" Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $181.25 MAM 02/28/03 55065 APPROVED Plan Check $117.81 MAM 02/28/03 55065 State Building Code $4.50 MAM 02/28/03 55065 MAR 1 2 2003 Total: $303.56 Jefferson County Planning & Building Departm nt ,� O =�z vc� t7o cr 1 > Z> z rjm 1O 0o z0 rn m �Cj �z zo c� � mF IF- az OC 00 NO Z ON z� r O � Nm m� 0 2� m0 O-fi to M Z-0= CaZn O ZZ0 tn 13 0IR 60 6m2 '1oPm O� y n pm n. 0m gip- 8D X (ton o *, zN ron n 9'X8' OHD • _ czi�o o m °m o cn . 1 11/I 306i gicF, coal- E o 0 06 2 0 -1 SINGLE TRUSS unto or O Om o 73X1 a mrnrn .,gym ZE m> Z A ME o XMXco i z >z D3M * y -1m tom ZIn y0 �Dv ZO 2 v11P' to "' oN mz o�0 2= z -rncoi,m,n� g O F D (7 m N N 2 n to n= n F. 0 m= o Z ZZp m ZO D >fD p z0-I> I ° � Z_> Tt 0 &IC, o t > cn (7ry �o Drn m x O mN0 to r> 0 rn rn vj > MOB ID F C > x m DOUBLE TRUSS T oa m rr- F O — w rn rf1 '. rn 73 E 'y lk,N-.-.,:-.A,-, . 6 rn v' \ �i�" N N Owi G) C C '"�' 1 O O Q - > • U, o , , F,. \� DOUBLE TRUSS 1j 010 c _ N as O z r- '!9 N.—I SINGLE 2X10 #2 D-F RAFTER 1 5< m co o �� a f -----------, CA rn al 1 '-*1 i CP cn i' "'' ,�, 16'-0' 4 w x a t9 mom I N Zg.5 `o Lw1 c�i1o�' o �S to 53, t° CD m onol L J 2 D[fin r ` aK�6 inm z O zco ril Z�•V, m CA) CZ �0 w z 2 uC I I/5. N/^ v �sor� ° Jefferson Compartment of Community Development w� J , °ate 621 Simian Street,Port Townsend WA 88368[3801378-4450 n 0 o©groan , _ permo Ppcfl©- o Project Description: I l ii L F E B 2 8 2003 Building Type: Project Type: Frame Type: ❑ Single Family JEFFERSON CO New GA Wood Mr Garage Attached/Detached DEPT, OF COMMUNITY DE' ❑ Addition' ❑ Steel ❑ Modular _� ��—___— ❑ 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 ❑ Electricity ❑ Oil Proposed: 0 Proposed: C.) ® Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump f7 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 Consistency Review 47.00 2ND Floor Base fee [ 1-7.54 3rd Floor Plan Check fee—65% tt1• ? C Htd Basement State Surcharge fee 4.50 Unhtd Basement !! Subtotal 3 9D- Garage/Carport S/!o q 27S.IOC. Pot Water Review fee 1415 Decks 911/Rd Approach feeCP Commercial TOTAL -50. Industrial Receipt# SS-0 ros Other O Cash/Check# t�b Total Valuation: Initials P Or // Date 2(? :(D3 Estimated Cost 9,,--6- . 4-7 If within 200' o e-Shore1tti ,� 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 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 righ try to Jefferson County and it's a ployees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the a pli nt's roperty or structure r ted and s cur during regular business hours. Signature: „,,Z G�i��--1 -- Date: ,Z- Y— 3 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • • SPECIAL CONDITIONS FOR CASE # BLD03-00121 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 5, 2003 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: Type 5 Stream, Fish &Wildlife Habitat(Eagle, Spotted Owl), Type I Landslide Hazard area (Slight), Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) The proposed location for the pole building garage is within the cleared area for the existing residence and septic drainfield. This proposal is not in conflict with Fish &Wildlife habitat. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) 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. 6.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 7.) 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. 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 island are susceptible to a condition that is known s 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.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed pole building garage. 18.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed pole building garage. 19.) 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. 20.) 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." 21.) VOLUNTARY MEASURES Or 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. 22.) 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. 23.) 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. 24.) The applicant is proposing to create or add 576 square feet of impervious surface and 576 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs). 25.) 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. 26.) A minimum of two (2) onsite parking spaces are required for a single family residence. 27.) The building height is not to exceed 35 feet. 28.) Minimum setback from the edge of the easements for Lee Way and Nicholsmith Ln is 20 feet. Minimum side and rear setbacks are 5 feet. Environmentally Sensitive Area buffers further affect setbacks. 29.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 30.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 31.) This parcel was created through a survey on July 14, 1989 under AFN 323048, Vol 10, pp 113-115 and amended on August 3, 1994 under AFN 374946, Vol 16, p 55. 32.) A septic permit (SEP96-00347)was finaled June 3, 1997 for an evaluation of an existing septic. The cancelled application (SEP92-00353) is now filed with SEP96-00347. 33.) Building permits (BLD97-00014)for a 12'x 16' pole building and (BLD97-00015)for a manufactured home installation were finaled January 22, 1998. Associated critical area review(CAR97-00003)was finaled January 16, 1997. 34.) This site is served potable water by an on-site well (USR96-00019). 35.) Nicholsmith Lane (P476) is a private road. A road approach permit is not required. 36.) The site plan as submitted w•he building application on February 28, 20•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 12, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 37.) This approval is for a pole building 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. is\F_BLD_Permit_Buildng.rpt 10/29/1999 C=I C., e-- G y,L O 1.A1t111J.S1V.gEi�gktK�l ,'h op 20' Tv et of -'� 71+' •0 30 r iggrf a.. 7- / = M y r•► • G` l Apt / ' -1. r\/, ,r- ..., }} oI / • a ) \,.) \ + / ,tQ v J 7 tr., �G-K�v�G' �Jpart<i-q J/ 1 h a t APPROVE S SITE PLAN . We I I 1\ ..,,, LIAR 1 2 L '' „ss / Eltsemt4 JEFFERSON r OUNTY DEFT.OF COM DEV. • p SIGNA n •: /l� � r•����,141;••vgitwrigpr go SPQ Jo Q h / 5-"°' (>\ r efiir A so' g.vRelL- NPLJES `70 £Aci f IDE / / OF �r f PE S STt2�anti ak lz_ / + ,IN., \\s N ;\ N D4VIJ Se, 11Maet $A AhaholzW+ ith Lane. gr,nran r tAIA Scale, I " = So' . y c Parcel * (ao1 /31 001 \i \\s\\\..i, \ , • ae0' j rr. 1 1f,r`d yJ r7 m -Tl r-ri COJi i .Y ,..:A y i <n N j r,1I 00 j I « ,`^a 1 ( rn r {__ N-0 1Iry L1 4 1Fi L