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HomeMy WebLinkAboutBLD2001-00013 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 #: BLD01-00013 Received Date 01/8/2001 SITE ADDRESS: 197 KELLY DR Issue Date 01/22/2001 PORT LUDLOW, 98365 Expiration Date 01/22/2002 APPLICANT: ERIC HANSEN PHONE: (610)783-7668 651 SE BAYSHORE DR. OAK HARBOR, WA 98277 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 34 PARCEL NUMBER: 942300023 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: C C & SON CONSTRUCTION PHONE: (360)732-4731 340 CHERRY STREET CHIMACUM WA 98325 Contractor's License: CCSONCI077JB Expires: 03/23/2001 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: cue#b s (Shoreline Setbac s /C /�z/%CD/ [ ootin. ,F; VCC CIYc%vU c.' DA/e>,- cTat '� f -641-116e- qa4V. [ ] Underground Plumbing/Underground Insul ytion`'`a-c .7T/)/A/ C/2 :Z//©/ [ ] Shear Wall: [ ] Framin•r umbing• t'Lut"rb ff.. 3/ZT/a/e90' [ ropane Tank/Line A/T/ E-ic r L //G— #- 779/Y/C Cve' 3 j (le ti if2 [h]' Final/Occupancy Approval: ° I IT- ( Q )r-Q.Q 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. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. HOT LINE AVAILABLE 24 HOURS A DAY is\F_BLD_Permit_Buildng.rpt 10/29/19 r „ , , BUILDING PERMIT APPLICATION , Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00013 Received Date: 1/8/2001 SITE ADDRESS: 197 KELLY DR PORT LUDLOW, 98365 APPLICANT: ERIC HANSEN PHONE: (610)783-7668 651 SE BAYSHORE DR. OAK HARBOR, WA 98277 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 34 PARCEL NUMBER: 942300023 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: C C & SON CONSTRUCTION PHONE: (360)732-4731 340 CHERRY STREET CHIMACUM WA 98325 Contractor's License CCSONCI077JB Expires 03/23/2001 ARCH ITECT/ ENGINEER : PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: /a. 7 VALUATION 104,332.00 ADD'L: 41 W 'a HEAT TYPE: CODE EDITION: 1997 OCCUPANCY: HEAT BASE: HEAT TYPE: 1 OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: Co 7 SETBACK: DECK: g., (p tiBANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: A.� Seismic Streams Total: Total: 9....5- Flood Way Floodplain F&W Landslide Routing Date: Shoreline Aquifer C......-- Forest: Commercial Rural o Type Amount Paid By: Date: 1-'rRximiteceipty : - vin____ Permit $1,021.75 RAC 01/08/01 37118 Plan Check $306.53 RAC 01/08/01 37118 State Building Code $4.50 RAC 01/08/01 37118 JAN 2 2001 Potable Water Application $27.00 RAC 01/08/01 37118 R • I'VELOPMC� -Total: $1,359.78N DEPT.OFCAN Lns >7r v�-� �4TURE. Jefferson County Department of Community Development w 7. ON c°e 621 Sheridan Street,Port Townse nd W A 98368[3601378-4450 �y IiN rm ? ApI 00ins C4C Project Description: Building Type: Project Type: Frame Type: 1 X Single Family X New $ Wood Garage Attached/Detached 7. Addition E Steel Modular , Alteration/Remodel ❑ Concrete il Commercial = Repair CC Masonry Muki-family/#of Units I Demolition = Other: Industrial Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 0 Existing: 0 = Sewer E7 Community System ❑ Electricity E Oil Proposed: ,Z Proposed: c /.2 X Individual System LI Woodstove .Pro ane Total: ,-2 Total: r 5 p If not sewer,fill out the following: ❑ Heat Pump Conventional ❑ Alternative 'Other Permit# SEP Water Supply: ,8' Private well i Two Party Well C Public:Name of water system: Square Footage: For Office Use Only Main Floor / 2.81 ')0 6-53.3°UBC OCCUPANCY GROUP 2i`'n Floor I/y'j1. T 2t1'3 7 g'SBase fee /0 dq /- 75 3rd Floor Plan Check fee 3 0(0. S 3 Htd Basement — State Surcharge fee 2 9'' S t] Unhtd Basement — Subtotal I 3 3 2. —]d Garage/Carport L 7 J 616 0. Pot Water Review fee G7• (O 2b�0 . Decks >< `/ 911/Rd Approach fee Commercial i TOTAL / 3 S 9, 7 Industrial Receipt # ? 7/!(3 Other ... Cash/Check# r� .....I.V.. ---- Total Valuation: l y 3 3 j . .als Or i° Date l ^�''-- \ Estimated Cost: If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ,/ 0 ft. Bank Height `'i)'/a 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 entry 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 enuy to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: S'7,, _ - Date: )- SS -4 c—kk v \ — vvvv 42 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00013 Received Date: 1/8/2001 SITE ADDRESS: 197 KELLY DR PORT LUDLOW, 98365 APPLICANT: ERIC HANSEN PHONE: (610)783-7668 651 SE BAYSHORE DR. OAK HARBOR, WA 98277 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 34 PARCEL NUMBER: 942300023 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: C C & SON CONSTRUCTION PHONE: (360)732-4731 340 CHERRY STREET CHIMACUM WA 98325 Contractor's License CCSONCI077JB Expires 03/23/2001 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: /ot 8 7 VALUATION 104,332.00 ADD'L: hi LI 5— HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: 0— 5 3 OCCUPANCY: UNHEATED: # OF STORIES: G'A OCCUPANCY: OTHER: CONST TYPE: GARAGE: (0 7( SHORELINE: CONST TYPE: DECK: (o SETBACK: y BANK HEIGHT: SEWAGE DISPOSAL: ALT / WATER SYSTEM: PWELL PARCEL TAGS: YES i' NO BEDROOMS: BATHROOMS: STORMWATER: YES-7—NO AREA Exist: Exist: Wetland Erosion °,� .5 Seismic Streams Prop: � Prop:Total: a Total: -`5."— Flood Wa t2 Floodplain fi; F&W -A andslid ill. Routing Date: _ _ / Shoreline Aquifer S. �--". Forest: Commercial Rural ) —Pr ximity - Fplat UQ d ions Type Amount Paid By: Date: Receipt: Approved/Ua e Permit $1,021.75 RAC 01/08/01 37118 Plan Check $306.53 RAC 01/08/01 37118 0 State Building Code $4.50 RAC 01/08/01 37118 Q Potable Water Application $27.00 RAC 01/08/01 37118 Total: $1,359.78 u^t rs `?" Wily Development January 12, 2001 t. ,'rye.,,.}WA 98368 x�n - GS AND CONDITIONS OF APPROVAL AS REQUIRED UNDER THE JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINANCE ! }r ERIC HANSEN 651 SE BAYSHORE DR. OAK HARBOR, WA 98277 Critical Area Review Case Number: CAR01-00006 Project Description: Single Family Residence with Attached Garage Parcel Number. 942300023 S-T-R: 19-27N-01E Site Address: 197 KELLY DR PORT LUDLOW WA, 98365 FINDINGS: In accordance with the authority provided under subsection 4.101 and the requirement contained in Subsection 5.402 of the Jefferson County Interim Critical Areas Ordinance, the following are findings of fact relating to the referenced application: 1.) The application was reviewed by Jefferson County Permit Center staff on 6/08/00 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: Shoreline (Conservancy), Eagle Habitat, Susceptible Aquifer Recharge Area, Landslide Hazard Area (moderate to severe), and Seismic/Erosion Hazard Areas. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 7/07/00 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Shoreline (Conservancy), Landslide Hazard Area (Moderate and Severe), Erosion and Seismic Hazard Areas, and Susceptible Aquifer Recharge Areas. 3.) A moratorium on building has been recorded on the property. Resolution 37-83 stipulates that no further building activity will take place until such time a geotechnical report is submitted to address the geological conditions of the parcel and feasibility of development on the associated parcel. 4.) A geotechnical report was prepared in conjunction with this application. Said report established building setbacks and additional conditions to develop this property. Dan McShane of the Stratum Group prepared the report and rendered recommendations regarding the stability of the slopes and suitability of development on the parcel. 5.) Aquifer recharge areas in Jefferson County are characterized by porous geologic 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. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic:A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 7.) On 6/28/00 a request was sent to Washington Department of Fish and Wildlife to determine whether an eagle management plan was needed. Although wintering bald eagles use the subject property for perching sites, no active nests are located within a quarter mile of the parcel, therefore an eagle management plan is not required. 8.) The potential for an earthquake of a high magnitude occurring in western Washington in the near future is considered a high probability by regional experts. `.•,,. ,..a iat-calt.LJUJ NCGJ in JCiICIJUII livwliy dfe (.;lidfdl.:el ‘.Cl. Jy a.i;ue, soli 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.) These bluffs are considered unstable and are subject to catatropnic slides. The potential for an earthquake of a high magnitude occuring in western Washington in the near future is considered a high probability by regional experts. 11.) This waiver also includes findings and conditions for evaluation of shoreline areas as regulated under the provision of The Jefferson County Shoreline Management Master Program, adopted March 7, 1988, as amended. 12.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet, or 1 foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank height exceeds 10 feet. 13.) The bluff height is greater than 100-feet. The required setback from the to of the bluff under the Jefferson County Shoreline Management Master Program. However, based on the moratorium and geologic hazard areas a geotechnical report is recommending a 150-foot setback from the top of the shoreline bluff to the single family residence. In addition, the report also stipulates that a deck can encroach 12-feet into the setback, rendering a 138-foot setback from the top of the shoreline bluff to the deck. This waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is granted subject to the following conditions. Any deviation from these conditions shall result in this waiver being revoked and the application becoming subject to further review. CONDITIONS OF APPROVAL: 1.) Residential structures shall not exceed thirty-five (35) feet in height. 2.) The applicant shall apply for a shoreline permit exemption for the installation of a stormwater tight-line prior to construction of any structures. 3.) Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the landslide hazard area or its associated buffer without prior authorization by the Critical Area Administrator. 4.) A vegetive buffer of 50-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. 5.) Among the native conifer species which may be used are: grand fir(Aibes grandis), sitka spruce (Picea sitchensis), shore pine(Pinus contorta), Douglas-fir(Pseudotsuga menziesii), western redcedar (Thuja plicata),western hemlock (Tsuga heterophylla). 6.) Among the native tree species which may be used are: 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 (Salix lasiandra), Scouler's willow(Salix scouleriana). 7.) Among the native shrub species which may be used are: service-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 gymnocarpa), Nootka 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.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. If drainage must be discharged from a bluff to adjacent waters, it shall be collected above the face of the bluff and discharged to the water by tight line drain and provided with an energy dissipating device at the shoreline. A shoreline permit is required to discharge water at the shoreline. 9.) 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 Native Vegetation." 10.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated geologically hazardous area, or its associated buffer. 11.) Damage to vegetation to be retained on site shall be minimized by directional felling of trees away from these areas. 12.) The applicant shall permanently separate the boundary of the landslide hazard area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. The applicant shall maintain a 150-root setback from the top of the lancs„ce/snoreline piuff to :re residence. The applicant shall maintain a 138-foot setback from the top of the landslide,/shoreline bluff to the deck. In addition, the applicant shall establish and maintain a 50-foot vegetative buffer measuring perpndiculary from the top of the landslide/shoreline bluff. 14.) • The applicant acknowledges that a Moratorium has been filed (Resolution No. 37-83)which requires the submission of a Geotechnical Report to address the Thorndyke Bay Slide Area. The applicant has submitted the report and shall adhere to all of the geotechnical recommendations. Additional recommendations are as follows: 1. No trimming debris should be left on slopes steeper than 30 degrees as this material may become saturated and slide down the slope. 2. Site grading soils or debris, landscape debris, or any other material should not be disposed of over the steep slope on the property or placed at the top of the slope. 15.) The applicant may be required to apply for a Shoreline Exemption Permit if stormwater is discharged over the shoreline bluff and below the Ordinary High Water Mark (OHWM). In addition, the Washington Department of Fish and Wildlife shall be contacted prior to the construction of a tightline over the bluff. If a tightline is utilized the applicant shall adhere to the following: 1. The applicant/owner and all future owners are responsible for maintaining and protecting the tightline to the beach against damage due to normal wear, weather exposure, and/or trees, rocks, and other debris. If damage occurs to the tightline and renders it ineffective, the responsible party must execute the necessary repairs immediately (as soon as possible and no longer than 30 days). 2. The tightline piping must be composed of durable material that is resistent to weakening and damage due to time, weather exposure, and impacts from trees, rocks, and other debris. The corregated plastic material used for tightline construction is unacceptable. More durable plastic or ultraviolet-resistent flexible material shall be required. 3. The tightline shall be designed and placed in order to minimize visual impacts to users of the beach and nearby waters. X ' arren Hart, AICP 22 Critical Areas Administrator Da e I understand that the granting of the above waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is made subject to my complying with the above listed conditions,and that any violation of said conditions shall result in revocation of the permit or approval and further review of the project under the Critical Areas Ordinance. Please sign and return to the Department of Community Development. Applicant's Signature 3 c: File i:1F_CAR_Waiver W Conds.rpt 12/13/99 fr.-7-- (7 JAN 1 1 2001 ,lIE� i~.RSON COUNTY STORMWATER MANAGEMENT ORDIN E SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSI-HEET Property Owner: r')c ,t- r~ As H 4 elephorne: , I Address: �, t ` �' ? 8L' L`'tf K I�rt k- Assessor's Parcel Number. ' L}-2 3 U (3 02 Building Permit or Septic Permit Application Number(if applicable): BriefProject Description: t J 4t L f _2 C Cs-l ��L 'S• t:L -l4-XiC 1J 4-*/ / r- ,; Site Location; / `7 .7 s / Person Responsible for BMP Installation and Maintenance: r` Address: J. i } L� ` .. Telephone: Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to rn.irrol erosion and prevent seriime.nt from entering water bodies (marine waters, streams, rivers, lakes,or wetlands) or impacting adjacent property or roads. P1"tse 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.). 9 EROSION .AND SEDIMENT CONTROL WORKSHEET `$ Phase clearing so that only areas that are actively being worked are uncovered. 1g Start and complete land disturbing activities and stabilize the site between April 1 and September 30_ Stabilisation ins that disturbed arras will have well-established plant cove.:or be landscaped to minimize erosion. 11 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. {}j Cover exposed soil with a minimum of 2.ides of straw or hay or other material approved for this purpose. b4 Cover soil stockpiles with plastic sheeting and locate away from water bodies, marls, and property lines. Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. • Protect adjacent properties and water bodies from sediment deposition: 1.4 Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it]eaves the project site or enters water bodies. (Sec attached illustrations from Stormwater Management Manual.) [ J install a filter fence down slope from areas of land disturbing activity to filter runo-ff before it leaves the project site or enters water bodies. (See attached illustration from Storrnwatcr Management Manual.) Regularly inspect and maintain all BMPs especially after storms events. [ I Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. 10 EROSION AND SEDIMENT CONTROL WORKSHEET 2. r‘ 16.! how disturbed areas will be permanently stabilized(seeded, landscaped, apply gravel base '13'1 ways, etc.) I-)LS 7"trt Z D b) D 1,t) d Ai A 7 I fr, A „.. • • • how runoff from impervious surfaces will be controlled (disperse to vegetated areas to ""‘Itt•Aw. dry well, infiltration trench, route runoff to existing drainage facilities,etc.). • kLjkCt 0 L • J)I CT /JR': -r-- A /IS T eirt 3 ) I Y.,' -`• 4_ 7- { P ' ••-• / /--pz 11 EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing =living!' s (clearing and grading, corismiction, installaLion of drainage facilities, landscaping, etc.) anti Best Management Practices. DesenIe proposed maintenance of BMPs. IA, .2) S 07- I (:_ • -S 3) a a rA-kizz-i- g•1 tc_;_,+V TAAL ) i+ rt_ ,‘) '1,4 0 • 7 (7-!•••. I rvi t- e P-1_0 3 L't- 4-; _14 riI w . A . A /E7zT The Best Management Practices proposed above will be implemented to control erosion, sediment, and storrnwater runoff. 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