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HomeMy WebLinkAboutBLD2002-00505 MLA02-00462 tILDING PERMIT APPLICATtN Review Type: Jefferson County Department of Community Development l 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00505 Received Date: 8/29/2002 SITE ADDRESS: 4205 PARADISE BAY RD PORT LUDLOW, 98365 OWNER: DELBERT L PERKINS PHONE: (206)919-0803 LINDA S PERKINS 4205 PARADISE BAY RD PORT LUDLOW WA 98365-9217 SUBDIVISION: PERKINS SHORT PLAT Block: PARCEL NUMBER: 821262015 Section: 26 Township: 28 N Range: 01 E t 3 CONTRACTOR: PRITCHETT CONSTRUCTION PHONE: (360)417-3386 72 ORVIS ST PORT ANGELES WA 98362 Contractor's License PRITCC*022NP Expires 8/17/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOt SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 250,000.00 MAIN: 812 CODE EDITION: 1997 ADD'L: 1,640 HEAT TYPE: HTP OCCIPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: CONST TYPE: GARAGE: 803 SHORELINE: DECK: 670 SETBACK: SEWAGE DISPOSAL: OSS BANK HEIGHT: WATER SYSTEM: PUD BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: q7_3/0 Ro F&W Landslide 2_ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: d Permit $1,833.75 MAM 08/29/02 49606A orIitstv E Plan Check $1,191.94 MAM 08/29/02 49606 State Building Code $4.50 MAM 08/29/02 49606 DEC 0 5 2002 Potable Water Application $50.00 MAM 08/29/02 49606 Jefferson County Planning Total: $3,080.19 Building Department iL '014/0 , it{ BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00505 Received Date 08/29/2002 SITE ADDRESS: 4205 PARADISE BAY RD Issue Date 12/5/2002 PORT LUDLOW, 98365 APPLICANT: DELBERT L PERKINS PHONE: (206)919-0803 LINDA S PERKINS 4205 PARADISE BAY RD PORT LUDLOW WA 98365-9217 SUBDIVISION: PERKINS SHORT PLAT Block: Lot: 3 PARCEL NUMBER: 821262015 Section: 26 Township: 28 N Range: 01 E CONTRACTOR: PRITCHETT CONSTRUCTION PHONE: (360)417-3386 72 ORVIS ST PORT ANGELES WA 98362 Contractor's License: PRITCC*022NP Expires: 08/17/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS/ Footings: j,/< [ ] Foundation: G2f ' AVO3 [ ] Underground''// Plumbing/Underground Insulation: /46, PctimArNG OK �IfeMel /Qyr 1 /f13P UNDg S A ,o,v �A' 4/th/�I / / [ ] Shear Wall: jl/G fi//L� C1L (/, [ ] Framing/Plumbing: DX b'/03 17/ [ ] Propane Tank/Lines: lur.,e/oz /',e6v4,6 L/iuEs 6K /6///03 [ ] Insulation: L i 0__cr -vim [ ) Sheetrock. fry -'_ '�' [ ] Septic System Final Approval: [ ] Zoning Final Approval: r 2 [ ] Final/Occupancy Approval: 2 —6/ 1+.n,5 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 o • SPECIAL CONDITIONS FOR CASE BLD02-00505 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 8/29/02 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: Susceptible Aquifer Recharge Area, Seismic Hazard Area, Landslide Hazard Area I & II. 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.) 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. 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 Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 27-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence and attached garage. That measurement shall be calculated from the eastern side of the proposed dwelling to the slope. The western side of the home is proposing a 25-foot setback from the road cut, and a 60-foot setback from Paradise Road. 7.) A vegetative buffer shall be permanently maintained from the top, toe or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 8.) 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. 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 Vegetation." 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 11.) 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. 12.) The submitted and approved Geotechnical Report stated that no evidence of sliding has occured. The report specifies several building and erosion/stormwater measures. Jefferson County has approved the submitted report with ALL recommendations rendered through the document. 13.) The applicant is proposing to create or add 2,647-square feet of impervious surface Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel Sedimentation and Erosion Control Plan. 14.) 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. • 15.) A Small Parcel Sedimentation and Erosion 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. 16.) The site plan as submitted with the building application on 8/29/02 has been reviewed for consistency under the UDC. Subsequently, a revised plan and geotechnical report and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 12/02/02 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 17.) Maximum lot coverage is not to exceed 25%. 18.) The building height is not to exceed 35 feet. 19.) Paradise Bay Road is classified as a local access road and requires a minimum 20-foot front lot line setback. The sides lot lines require a minimum 5-feet. The rear lot line is adjacent to a steep slope and geotechnical recommendations identify a 27-foot total setback, with a determination that at least 10-feet will not be located on the silty sand Vashon Advance Outwash. 20.) Several conditions where identified in the geotechnical report which include: 1. Collecting all surface runoff water and routing it via tightline to a stormwater retention pond located east of the proposed residence. 2. Wet weather work shall utilize fill material that is clean, granular soil, or which not more than 5 percent by dry weight passes the No. 200 mesh sieve, base on wet-sieving the minus 3/4-inch fraction. Any fines should be non-plastic. 3. The ground surface in and surrounding the construction area should be sloped and sealed with a smooth-drum roller to promote runoff of precipitation away from work areas and to prevent ponding of water. 4. Earthwork shall be constructed in small sections to reduce exposure to wet conditions. If there is to be vehicular traffic over the exposed subgrade during construction, the subgrade should be protected with a compacted layer(generally 8 inches or more) of clean crushed rock. The size or type of equipment may have to be limited to prevent soil disturbance. 5. No soil should be left exposed to moisture or uncompacted. A smooth drum vibratory roller, or equivalent, should be used to seal the surface. Soils that become too wet for compaction should be removed and replaced with clean crushed rock. 6. Excavation and placement of structural fill during wet weather should be observed on a full-time basis by a geotechnical engineer/engineering geologist(or representative) experienced in wet weather earthwork, to determine that all unsuitable materials are removed and suitable compaction in achieved. is\F_BLD_Permit_Buildng.rpt 10/29/19 Nc r1111 °�� • JEFFERSON COUNTY ',� DEPARTMENT OF COMMUNITY DEVELOPMENT al ';�� 621 Sheridan Street • Port Townsend • Washington 98368 `9BIN� 360/379-4450 • 800/831-2678 • 360/379-4451 Fax BUILDING PERMIT APPLICATION Project Description: Building Type: Project Type: Frame Type: X Single Family $ New $: Wood NI Garage Attached/Detached 0 Addition ❑ Steel Modular 0 Alteration/Remodel ❑ Concrete ❑ Commercial 0 Repair 0 Masonry Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing -- Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ' -% Individual S Total: ,:� Total: a t a ' System ❑ Woodstove ❑ Propane If not sewer,fill out the following: X Heat Pump Conventional ❑ Alternative ❑ Other Permit# SEP 61—M Water Supply: ❑ Private well ❑ Two Party Well Public:Name of water system: `\' _\..‘ Square Footage: For Office Use Only Main Floor % 4- s;C. 53001.% UBC OCCUPANCY GROUP 2ND Floor \la�Q Q• * 107059.20 'Base�IVeLeOI4 2 I 14333.75' 3rd Floor Plan Check fee i i Q t. qu Htd Basement State Surcharge fee Lb'. Unhtd Basement Subtotal 3Qp? . 1 4i Garage/Carport c , (e2 i.„1(1( Pot Water Review fee D 1 • 00 Decks ' 1U . .cs' i 557q j .qo 911/Rd Approach feeCP Commercial AIM � 0 TOTAL %3t 3 • Industrial Receipt# 606> Other Cash/Check# 652-2.• Total Valuation: • Initials 424162-• Pb& Or Date Estimated Cost: a50,000.0 0 If within 200' o the oreline, 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 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 entryII to the applicant's property or structure shall be requested and shall occur during regular business hours. 4 Signature .2;� � e I/./)�e �6 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 1/2000 , i FIIe:1:1Dtatting1211W9835-D01121-1-09835-001 flg 2.dwg Date:11-27-2002 Author CNT / ' / 6 / c6 / / �6c/ / ,),s. oA ,r / / o ' o� -o / / o / 'A5 o-f- / a / vo po / , , 0 �> . . o / O / / ' �, '..40,...,:$-.,. ; �� I C c / � �� ' ' d 1 CD\//\ ,•:::-,.....// // / 7 7 7 x._ co _.,,ighh,,_ / / C � FE 6��/ ' / m go' 3 / > t7 -i cn / /% c�N\�c�\� ai 3 o I (\ y "o d��r\�O o '� / // 5654 06 p0D - /--) / m N X / nmZ — D0T 3 m ,..9 m0D-i r'oo cn m p rn m ` gy. ov - �✓ '`b 3 - - 1 A e ,° xF ' p � - tom" T1 le,, •-= ; �O 0 2 0 o'/ O Q `rri \ N Q 'O �o rnnm ca oar i"il \ y_ :� r / I r y ,�{ \ I o d. till / N 1 \ \ I 1 bt cn z 2 a FD- al o I m CD \EXISTING LOWER DRIVEWAY --�;-_ ----- / 27.28' 1 , o \ s� 75948' N / r __ _ O N \ \ / / TIO/. > \ o P. 0 -, o5 .< _ a m "�, N coc w al a llfl• U D -00 z v °, � m Z m ! a M �, w o m' m -I x fD m m �.�.�Z' N _ •"V m 3 - a) m 9 . m 3 O N z 1 --� C� m o n 0D co mco a z ID tV Z ?.< oyg` a) (D �W v o wr- 0) cr5 7 HLI p la Co ay H f N a2 p f31 0 w Q0- m m C-D Pr N o k.