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Home My WebLink AboutBLD2003-00616 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00616 Received Date 09/26/2003 SITE ADDRESS: 2771 THORNDYKE RD Issue Date 03/25/2004 PORT LUDLOW, 98365 APPLICANT: STEVE KNUDSEN PHONE: (206)842-9406 JUDY CRUMPTON 10220 NE LAFAYETTE AVE BAINBRIDGE ISLAND WA 981 1 0-41 24 SUBDIVISION: GOODFELLOW'S MB TRACTS Block: 1 Lot: 25+ PARCEL NUMBER: 954600116 Section: 20 Township: 27 N Range: 01 E CONTRACTOR: TERHUNE CUSTOM HOMES INC PHONE: 360-697-7000 PO BOX 97 POULSBO WA 98370 Contractor's License: TERHUCH984MA Expires: 07/01/2004 PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: K SFTBACKS: "K Fey. /_1,gF=r. 0//7,1 N] UFFER: 11/41>f06- Footing: J< aAe ��ii PI Foundation: �J'/ J Lows ,c/1l/�/j j Underground Plumbing: ` Underground Insulation: [>] Shear Wall : jj- 7-26-!54-#' Framing: Q/( 8/►l4101 per Plumbing: a g/wesoz--- [ ] Propane Tank/ Lines: 6 )A)A' 46K /461a ' J Insulation: PA,eivii. OK id /or axe 0/i4 4' y 'p 6. :1 s kI Sheetrock: 6 K, Lot4, D4 kSeptic Sytem Final Approval: 1 1 Road Approach Final Approval: )(HA [ ] Zoning Final Approval: //q" A Final/Occupancy Approval: 67" HEALTH DEPARTMENTit."1/\Ct ND P LIC 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 CAA BLD03-00616 1.) A hold harmless indemnification covenant was recorded with the Jefferson County Auditor (AF#479824) on January 2, 2004. This covenant releases Jefferson County from liability related to landslide hazards to the proposed residence and related development on this parcel. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on October 7, 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: Landslide hazard (adjacent to recent slide), priority habitat species & heritage point (eagle habitat), Shoreline (conservancy), seismic(adjacent to shoreline), aquifer recharge area (susceptible), seawater intrusion protection zone (SIPZ -coastal)and stormwater. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Special Reports were submitted in conjunction with the application to address the landslide hazards (geotechnical report)and eagle habitat (eagle plan). 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.) 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. 7.) 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. 8.) 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. 9.) 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. 10.) 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. • • 11.) Marine shorelines and islands are susceptible to a condition that is known as 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. 12.) 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 Plicate), 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). 13.) 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. 14.) A Geotechnical Report completed by JB Scott Associates dated August 31, 1999 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 50-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. 15.) The following is a summary of the recommendations from the Geotechnical Report completed by JB Scott&Associates dated 8/31/99. 1. The removal of vegetation, grading, and modification of surface drainage can cause slope failure. 2. Careful consideration should be given to controlling and collecting surface drainage. 3. If perched groundwater exists curtain drains must be installed. 4. The residence and septic tanks shall be a minimum of 50 feet from the top of the slope of the shoreline bluff. 5. Cutting trees, especially on the bluff, should be kept to a minimum. 6 The septic drainfield should be kept as far west as possible away from the shoreline bluff. 16.) 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. 17.) 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." 18.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 19.) 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. 20.) VOLUNTARY MEASURES OF 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. 21.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 22.) The property is located within 200 feet of a Type 1 shoreline (conservancy). Any new development located on the eastern portion of the lot would have to meet the requirements of the Jefferson County Shoreline Management Master Program (JCSMMP). Setbacks shall be 30 feet or 1 foot (horizontal)for each foot of bank height, whichever is greater. The setback shall be measured from the bank's edge when the bank's height exceeds 10 feet(See page 73 of the JCSMMP)from the shoreline. 23.) The applicant is proposing to create or add 1,596 square feet of impervious surface and 3,900 square feet of land disturbing activities. Based on the landslide hazards of the area a Stormwater Plan for a Medium Project was required. 24.) 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. 25.) 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. 26.) The Stormwater Plan for a Medium Project received 12/17/03 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. • 27.) There is an existing tightline that transports water from the existing roadway and curtain drain on the property over the shoreline bluff. The bluff is approximately 25-feet in height. If the tightline is replaced it should be constructed of a material (like HDPE or ultraviolet radiation-resistant flexible rubber material)that will not be weakening through ultraviolet radiation exposure and mechanical damage due to trees, rocks and debris. A more durable material for the tightline will provide greater defense against the elements. The tightline should be located behind the OHWM, anchored, and an energy dispersion devise should be utilized. The tightline shall be designed and placed in order to minimize visual impacts to users of the beach and nearby waters. 28.) Evidence suggests that the bluff area related to the parcel in question is subject to erosion and mass wasting. Vigilant maintenance of the stormwater runoff tightline to the beach is important to avoid a negative contribution to bluff instability. 29.) 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). 30.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 31.) The building height is not to exceed 35 feet. 32.) The property is Lot 25 Block 1 Goodfellow's Manhattan Beach Subdivision recorded Vol 2 Page 122 June 1908. This parcel is designated Rural Residential 1 dwelling per 5 acres by the Jefferson County Comprehensive Plan adopted August 28, 1998. 33.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 34.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any 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). 35.) Two off-street parking spaces are required. 36.) There is a 20 foot setback from the access road between lot 24 &25 (south). There is a 50 foot setbacks from the top of the shoreline bluff per the Geotechnical Report (east). There is 5 foot rear setback (north)and a 20 foot side setback (west). 37.) The site plan as submitted with the Building Permit Application (BLD 03-616)on September 26, 2003 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 January 5, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 38.) This approval is for a 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 UILDING PERMIT APPLICON MLA03-00549 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00616 Received Date: 9/26/2003 SITE ADDRESS: 2771 THORNDYKE RD PORT LUDLOW, 98365 OWNER: STEVE KNUDSEN PHONE: (206) 842-9406 JUDY CRUMPTON 10220 NE LAFAYETTE AVE BAINBRIDGE ISLAND WA 981 1 0-41 24 SUBDIVISION: GOODFELLOW'S MB TRACTS Block: 1 Lot: 25+ PARCEL NUMBER: 954600116 Section: 20 Township: 27 N Range: 01 E CONTRACTOR: TOM WHEALDON CONSTRUCTION PHONE: (206)842-3461 6549 NEW BROOKLYN RD BAINBRIGE ISLAND WA 98110 Contractor's License TOMWHC*105KD Expires 5/13/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,297 VALUATION 230,000.00 ADD'L: 1,250 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 299 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES _NO BEDROOMS: BATHROOMS: STORMWATER: YES_ NO AREA Exist: Exist: Wetland_ Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way_ Floodplain Routing Date:GV F&W Landslide_ 0. i/a.003 Shoreline _Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,721.75 RAC 09/26/03 60153 / �� Plan Check $1,119.14 RAC 09/26/03 60153 State Building Code $4.50 RAC 09/26/03 60153 MAR 2 5 2004 Potable Water Application $51.00 RAC 09/26/03 60153 Jefferson County Planning Total: $2,896.39 & Building Department 9 rl - I ; Ir:i 1 I';,! �gsON c01 r ty 0eyebpm�t °� 621 Shun Street Port Tew WA t l 378- 50 r`I 2rm ,. o p EI ...,__., . 4.,� a 0 Qcat 6 2003 - ' Project Description: r y + ,. Building Type: Project Type: Frame Type: fif Single Family ® New Pil 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. P Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: 3 Proposed: 3 ❑ Individual System Total: 3 Total: y 0 Woodstove ❑ Propane If not sewer,fill out the following: [P Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: If Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: (t For Office Use Only Main Floor ( 2 1 1 '4 Pea- 10 2, 5 D 00 Consistency Review 47.00 2ND Floor 1 l co00 . Base fee I -7a( , -is 3rd Floor Plan Check fee—65% l I 1 9 ' `L Htd Basement State Surcharge fee li _-57° Unhtd Basement Subtotal cS.9a. 39 Garage/Carport �__._ Pot Water Review feed. Cp Decks 2.91 7 0`41, 43 1 ( ' 911/Rd Approach fee �'Po 3 - � �f Commercial 1 - . S�1 TOTAL eq 9114'. 39 Industrial 11 3, Receipt# (Q O 1 5 3 Other Cash/Check# rJ' c .§? 1 Total Valuation: Initials ` C -if, 2 Pr N Or `[ �— ZQd-- Date q� Estimate. Cost: S 2-- 3 vi a V 0 If withi 200' of the Shoreline -- Distance to : .. . II• . - = : Water Mark 1 5 ft.Bank Height 1 O 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 .-. en . to Jefferson County and it's ployees,representatives or agents for the purpose of application review and any required later inspections. tccess and right of entry to the appli.r nt's p ,-.er or structure shall be r uested and shall occur during regular business hours. nature. �- Date: '7 b--7b OVER . \PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01