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HomeMy WebLinkAboutBLD2003-00008 BUILDING PERMIT • Jefferson County Dmmi 621 Sheridan Streetepart, Portent of TownsendCo ,mun WA ty 98368Development (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00008 Received Date 01/7/2003 SITE ADDRESS: 82 TIMBER HEIGHTS DR Issue Date 02/12/2003 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE III Block: Lot: 72 PARCEL NUMBER: 998500072 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 05/02/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS / Footings: 9 oc/t=rz.ft 2-2.' -c),- [ ] Foundation: 6,4 ,12g7d3, [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: , ' s 1.1#3 45,4451494144 [ ] Framing/Plumbing: DKto in ((LATE 4luer 5/9/4311/ oie to e•2Vb2 &//andiL16ns 5/2$ Fat MBi17C OK 5/I9/o3 [ ] Propane Tank/Lines: hoTEktoR g4s LINE OK S/t9fo3 [ ] Insulation: Z7X 4//e�.).i l4 1. S/ii/43 [ ] Sheetrock: 'ii,,,,„ L0� s/,,70/45 ri [ ] Septic System Final Approval: [ ] Zoning Final Approval: [\\] Final/Occupancy Approval: 0 l C�ct.,,)(1, 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 BLD03-00008 1.) The application was reviewed by the Jefferson County Department of Community Development staff on January 8, 2003 for the potential presence of Critical Areas (CAs) under the provisions of the Jefferson County Interim Critical Areas Ordinance (JCICAO). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following CAs were confirmed to be present on the subject property: Fish and Wildlife Habitat= Great blue heron; Wetland Area adjacent and west of property; and Level 1(Slight) Landslide Hazard Area. 2.) During SEPA environmental review for the plat of Timberton Village, Washington State Department of Fish and Wildlife Area Habitat Biologist Tim Rymer conducted a field evaluation to determine the presence of a fish and wildlife habitat area on the subject property. Mr. Rymer and other Department of Fish and Wildlife personnel concluded that the suspected Great Blue Heron rookery was not located as mapped in the Jefferson County Critical Areas Ordinance, but, that it was in fact located in the NE Quarter of the NW Quarter of Section 20, Township 28 North, Range 1 East, which is approximately 1/2 mile south of the project site. 3.) A Geotechnical Report dated January 15, 1997 was prepared for the Timberton Village Plat. It is on file with the Department of Community Development. Site work and construction activities are consistent with the report recommendations. In addition, a Summary Letter dated April 25, 2001 from GeoResources confirmed that the recommendations of the above geotechnical report have been implemented by the subdivision applicant including development of lot 72. 4.) During SEPA environmental review for the plat, a small wetland area was delineated to the west of lot 72. A Protection Buffer has been established in the field and on the plat. The proposed construction will be outside of the wetnand and its buffer. 5.) 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). 6.) The parcel is a legal conforming lot that is designated Single Family -4 Dwelling Units Per Acre (MPR-SF 4:1) under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 7.) This approval is for a Single Family Residence with an Attached 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. 8.) The site plan as submitted with the building permit application on January 7, 2003 was revised January 13, 2003. It has been reviewed for consistency under the MPR Code. It has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved Revised site plan dated January 13, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) The applicant is proposing to create or add 3143 square feet of impervious surface and 3143 square feet of land disturbing activities. Plat conditions and Section 4.1 of the Jefferson County Stormwater Management Ordinance requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. The applicant submitted a SPESCP. 10.) 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. 11.) For disturbance of vegetationZT'"any area of lot 72 with a combination of slopes greater than 15 percent with impermable or slowly impermeable soils, ground water seepage, or potentially unstable slopes, the following conditions shall apply: a) Whenever feasible, existing vegetation in these areas shall remain in an undisturbed condition; b) If the area is unvegetated due to a previous disturbance, immediate feeorts shall be required to provide a persistent native vegetative conver to prevent erosion or hazard; c) In order to minimize impacts to environmentally sensitive areas and on-site vegetation, authorized clearing shall be disigned to minimize impacts to soil and understory vegetation by providing for sequencing and staging where appropriate. 12.) In the event archaeological items are discovered during construction, builders and lot owners shall observe the protocol described on sheet 2 of the Plat of Timberton Village Phase III. 13.) The Plat of Timberton Village, Phase III was approved and recorded August 2001 under Auditor's File Number 447260. Lot 72 is one of the approved building sites within this 19 lot subdivision. 14.) Maximum impervious surface area for lot 72 shall not exceed 45 percent. 15.) Minimum setback from Timber Heights Drive right-of-way line shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 16.) The building height shall not exceed 35 feet. 17.) Based on Section 3.107 of the Port Ludlow Master Planned Resort Code, accessory dwelling units shall not be allowed in the MPR-SF zone. is\F_BLD_Permit_Buildng.rpt 10/29/19 03UILDING PERMIT APPLICAION MRLA03 00eview Type: I 0 0I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00008 Received Date: 1/7/2003 SITE ADDRESS: -6- TIMBER HEIGHTS DR PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE III Block: Lot: 72 PARCEL NUMBER: 998500072 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2004 REPRESENTATIVE: JEFF EVANGER PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,818 VALUATION 183,812.00 ADD'L: 719 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 497 SHORELINE: CONST TYPE: DECK: 275 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 2 Seismic Streams Total: 3 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: VED Permit $1,464.15 MAM 01/07/03 51545 /Z State Building Code $4.50 MAM 01/07/03 51545 FEB ill 2003 Potable Water Application $50.00 MAM 01/07/03 51545 Jefferson County Planning Total: $1,518.65 & Building Department I7I S • Jefferson Counippartment of Community Development 621 Sheridan Street,Port Townsend WA 98368[360)379-4450 pp, - ,,,,Io ,45. „.1..e .....t. -4, - .%..0-: perm ... I) A - 0L.- on `Tl_- 7Z Project Description: Git-- PIQC7 5--- Building Type: Project Type: Frame Type: Single Family — 7 �'®. New � ' g JAN X X Wood ?. Garage Attached/Detached 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: (7 )(Sewer Community System Electricity Oil Proposed: z Proposed: 3 Individual System Woodstove Propane Total: Z Total: 3 If not sewer,fill out the following: J Heat Pump Conventional Alternative Other Permit# SEP Water Supply: Private well Two Party Well ,(Public:Name of water system: ©2/6 ( Square Footage: For Office Use Only ��// Main Floor /S I S Consistency Review `C f 2ND Floor 7 1 9 Base fee �1(6�, ( _ -{�— 3rd Floor Plan Check fee 1 Sw` CK. et4,46 Htd Basement State Surcharge fee 4. sb Unhtd Basement Subtotal ( V(C. bS Garage/Carport ii 9 7 Pot Water Review fee ' ( .00 Decks Z 7 911/Rd Approach fee C 4( ..©O Commercial .__ TOTAL ( 137, 6s-- Industrial Receipt# it--S Other Cash/Check# 07-1 4 Total Valuation: Initials 0 n ( Or Date ii 1-1 03 Estimated Cost: /5 O,OCR 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 rig f e ry 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 li s p per o structure shall bebe requested and shall occur during regular business hours. Signature: [AC" Date: ( 3 A3 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 .- .SENT $Y=PORT LUDLOW ASSOCIATES; 1-13- 3 ; 2;36PM ; 1 360 4372522 3603794451;# 4/ 4 4-::, gij 0 ,: L.4-1 ut it,31,1 L.41.0r.,Apc,ki \ 4 1212( 9'41 til4T \ _ 1'. . 2 lir , \ .) � : 47r �►" % POI IC.t, . .. 01, -1:.: ,.. i :,, . _xh6'It4GMP � la-10. -1, ...•1, f ',/ ,'-- - k.''''' 4 \.i., [ „.,,, , tix: 0 , g .,-_,-,-- \ - ' )\ r \-). 4 1 ck r _ i„frrVj � � r A, .5.:: ) ril . -I`/ \ (\1 i t ril1 '/ / • i,� 1 \ ff *e , A e 1 ' 4,?1:14i,....A 11... CSCell r L= 9q,Z ' --Q.,.. iiii -., fir,. , k ) •. .,,,' #R1 - col i _A•lo'7°3 ' *2� 1!I, •_ / j2.. 75' 1.1 214a ` ii 23' i - - - ‘) *Z:11 ift›) "4 i . L?Xlel) E. isiL.� 17LA vet._ yen , LOT* 72:1 711 . oki \III,Le.0 . - ....C? y1?,//7 JEFFERSON COUNTY JA - 7 2003 STORMWATER MANAGEMENT SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: Port Ludlow Associates Telephone: 437-2101 Address: 70 Breaker Lane, Port Ludlow, WA 98365 Assessor's Parcel Number: Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: New Single Family Residence W/ attached garage. • Site Location: 4'g— 7A, V t-e- 6 Pf-t -Tr Person Responsible for BMP Installation and Maintenance: Jeff Eva ng e r Address: Same as above Telephone:Same as above 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets,if more space is required. [] Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. [] Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas,landslide or erosion hazard area,etc.). APPROVED SPESC Instructions—Short Form STORMWATER PLAN Revised July 17,2002 3 2003 JEFFER ON C NT ' DEPT.OF CO N" v " .3PMENT SIONAT11 l_ f • • EROSION AND SEDIMENT CONTROL WORKSHEET [] Phase clearing so that only areas that are actively being worked are uncovered. [J Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [4 Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [] Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. [f Protect adjacent properties and water bodies from sediment deposition: [J Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies.(See attached illustrations from Stormwater Management Manual.) [ ] Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) [X Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. Site is very flat with sandy mils. So I believe the above measures will be sufficient. SPESC Instructions—Short Form Revised July 17,2002 4 • • JAN - 7 2003 EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped, apply gravel base to roadways,etc.) Areas that are distrubed will be landscaped with natural type vegetation and lawn to property line 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). All impervious sllrfar_es will he run to roof drains and catch basins as designed into the plat requirements. SPESC Instructions—Short Form Revised July 17,2002 5 • • EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. After excavation the soil piles will be covered and silt fence will be installed, Silt fence will be left in place until we are ready to landscape and all roof drains/ catch basins are in, Landscaping will be installed as early as possible on the exterior of the building when all exterior concrete work is completed, , The Best t Practices proposed above will be implemented to control erosion, sediment, and storm a • otify the Jefferson County for inspections as ire Signatur of Owner/Agent Date _ 1 `n 1 SPESC Instructions--Short Form Revised July 17,2002 6 refil* Ens®N COUN• Y • DJEPARTMENT OF COMMUNITY DEVELOPMENT 4. •/ 4. 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450•800/831-2678•360/379-4451 Fax JAN - 7 2003 STORMWATER CALCULATION SHEET Pursuant to Unified Development Code(UDC)section 6.7,all new development and redevelopment must conform to the standards and minimum requirements set by the Washington Department of Ecology Stormwater Management Manual for the Puget Sound Basin (SMM). For specific information regarding the stormwater minimum requirements refer to UDC section 6.7. Generally,the minimum requirements and thresholds for developing specific plans are as follows: • Small Parcel Erosion and Sediment Control Plan [see UDC section 6.7.3(b)] — Generally, this is required for all development that: (1)creates or adds less than 5,000 square feet of impervious area[individual detached single-family residences,accessory dwelling units,or duplexes creating or adding less than 3,000 sq/ft of impervious surface shall follow Best Management Practices(BMPs)but are not required to submit a plan];(2)land-disturbing activities of 10,000 sq/ft or more but less than one acre. • Small Parcel Erosion and Sediment Control Plan and Permanent Stormwater Quality Control Plan[see UDC section 6.7.4(a))Generally,this is required for all development that:(1)creates or adds less than 5,000 sq/ft of impervious surface that covers more than 50%of the site;and(2)the creation or addition of 5,000 or more sq/ft of impervious surface. • Large Parcel Erosion aid Sediment Control Plan [see UDC section 6.7.4(b) — Generally, this is required for at development that includes:(1)land disturbing activities of one acre or more. If this is required you should contact a licensed engineer. Stormwater Disposal Policy Along Marine Shorelines Pursuant to UDC section 3.6.5(c)(3) all new development activity, Including single-family residential construction, located on Marrowstone Island, Indian Island and within 500 feet of any marine shoreline Is required to infiltrate stormwater runoff on- site,to the maximum extent practicable. This provision is intended to prevent seawater from intruding into underground aquifers, reduce non-point source pollution to marine waters,and reduce the potential for shoreline erosion due to tightline failure. This provision is interpreted as establishing a hierarchy in which the first and best alternative is on-site infiltration using drywells or other methods,the second best alternative is upland off-site disposal,and the least preferred alternative is direct discharge into marine waters through a stormwater tightline. In order to utilize the least preferred alternative(a stormwater tightline discharging directly into marine waters) applicants must demonstrate through a geotechnicai or similar report prepared by a licensed professional that both on-site infiltration and upland off-site disposal are not practicable or feasible. The report must include cost figures for comparison. Please note that if a stormwater runoff tightline that terminates at or near the marine shoreline is allowed to be included in a development application,review under the Jefferson County Shoreline Master Program,the State Environmental Policy Act(SEPA)and other agency approvals (such as Hydraulic Project Approval from the Department of Fish and Wildlife)may be required. A Joint Aquatic Resources Permit Application(JARPA)form would need to accompany any permit application which includes a stormwater _ tightline at or below the ordinary high water mark. Stormwater Calculations ]MPERVioUs SURFAC4 1rEVt► EXISTING Structures(all roof area) 2-,S ( sq/ft Structures(all roof area) — __ --gay Driveway U —_sq/n Driveway sq/ft Sidewalks __—_ _—_sq/ft Sidewalks /" ,� — _ _—sq/ft Patios __ �__--_sq/ft Patios __/v/ _sq/ft Solid Decks _ 3 Z S_--_sq/ft Solid Decks Other �_sq/ft Other sq/ft Total New _..3 y-- sq/ft Total Exist' _—_—___—____—sq/ft TOTAL NEW+TOTAL EXISTING' 37 y ?j sq/ft 'This amount will be used to check total lot coverage i Please also indicate the amount of land disturbing activity,in addition to the creation of impervious surface,that will take / place: LAND DISTURBING ACTMTY Drainfleld area cleared _—sq/ft Well,Structures,Utilities,etc. 0 3 j ---- —eft v64 Driveway _ _—__—_—_sq/ft Other 7 -- -------_sq/ft Total Land Disturbance / ( 5 sq/ft