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HomeMy WebLinkAboutBLD2000-00281 c an * BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD00-00281 Received Date: 5/8/2000 SITE ADDRESS: 921 S POINT RD PORT LUDLOW, 98365 APPLICANT: W go NJ 01f191-6 PHONE: 1• SUBDIVISION: SQUAMISH HARBOR BCH Block: Lot: 7 PARCEL NUMBER: 996600007 Section: 04 Township: 27 N Range: 01 E CONTRACTOR: DIPPLE CONSTRUCTION INC PHONE: (360)779-2999 PO BOX 2847 POULSBO WA 98370 Contractor's License DIPPLCI066KE Expires 05/01/1999 ARCHITECT/ KENNAN-MEYER ARCH ENGINEER : 5426 CALIFORNIA AVE SW PO BOX 16527 SEATTLE WA 98116 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,584 VALUATION 185,059.00 ADD'L: 885 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: RN P-`3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 720 SHORELINE: CONST TYPE: GARAGE: 720 SETBACK: 30 DECK: 304 BANK HEIGHT: 30 SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Flood Plane F&W Landslide Routing Date: Shoreline Aquifer Forest: Commercial Rural it Type Amount Paid By: Date: rReceipt ApprovecfDateons Permit $1,475.35 MAM 05/08/00 30726 A • �R • �D Plan Check $442.61 MAM 05/08/00 30726 State Building Code $4.50 MAM 05/08/00 30726 / / Potable Water Application $30.00 MAM 05/08/00 30726 'J W) t 2000 Total: $1,952.46 Jefferson County Planning &Building Department I:\F_BLD App_Bld.rpt 10/29/99 jorterstin COlelty Oepertira�nt 01 rimitY88368 D8V8bC orr e© 621 Sheridan Street,Port Townsend W13601318-4450-14 m ii t Asa App : 5c ? ©� Project Description: A Building Type: Project Type: Frame Type: x.Single Family k New $ Wood KGarage Attach Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel Concrete ❑ Commercial F-1 Repair ❑ 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 System ❑ Woodstove Propane Total: Total: If not sewer,fill out the following: `Meat Pump 5, 6&Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ti Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: ��� �e�3� For Office Use Only Main Floor i' _ UBC CiCCUPANCY GROUP 2�Floor �� .47 L$S l� Base fee. F �3 a` 5 .: /to i 3 Floor /3o/ ass o" -. 7�l>1 3-1"1" Cleeckfee 61:6 ''co Htd Basement State Surcharge fee r , i Unhtd Basement Subtotal 1 •4l Garage/Carport 7c2 Pot Water Review fee;, . Decks - . /�� J+ -e-/�. �j""I pot Water Approach fee " "'"` /1 7� O TOTAL � � � '�� :�."�`�' ,•�;,. 1 Pa�� Ii 7 b inc,...........` _._.__ `Receipt# �� „��,'C�'c'��-,�„Lf Other Cash//Check# (p l ." 1 O j Total Valuation S �i Initials 25 Or •-......„- (( 6 Date ` s' ,�—` 7—( O Estimated Cost: if oZ �,,90`) ( I If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height 3 O ft. 1 By signing the application form the applicant/owner attests that the informs ion provided herein is true and correct to the best of then 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,inrlrmnify and hold harmless Jefferson County against all liabilities,judgments,coact 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 right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and anyrequired later inspections. Access and ri entry to th . opert�or structure shall be requested and shall occur during regular business hours. Signature: i' Date: . -a1)/: -- G'S , / BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD00-00281 Received Date: 5/8/2000 SITE ADDRESS: 921 S POINT RD PORT LUDLOW, 98365 APPLICANT: ROBERT W PEIDLOW PHONE: 11107 110TH AVE SW TACOMA WA 98498 I SUBDIVISION: SQUAMISH HARBOR BCH Block: Lot: 7 PARCEL NUMBER: 996600007 Section: 04 Township: 27 N Range: 01 E CONTRACTOR: DIPPLE CONSTRUCTION INC PHONE: (360)779-2999 PO BOX 2847 POULSBO WA 98370 Contractor's License DIPPLC1066KE Expires 05/01/1999 ARCHITECT/ KENNAN-MEYER ARCH ENGINEER : 5426 CALIFORNIA AVE SW PO BOX 16527 SEATTLE WA 98116 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,584 VALUATION 185,059.00 ADD'L: 885 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-1 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N SHORELINE: GARAGE: 720 CONST TYPE: DECK 304 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Flood Plane Routing Date: F&W Landslide 5. 1 Shoreline Aquifer Forest: Commercial Rural ,,fi Type Amount Paid By: Date: Pr Receipt A�ovea�ateons Permit $1,475.35 MAM 05/08/00 30726 ��� Plan Check $442.61 MAM 05/08/00 30726 '` 1 k,1/4 State Building Code $4.50 MAM 05/08/00 30726 Potable Water Application $30.00 MAM 05/08/00 30726 ROV to _csvo Total: $1,952.46 Regliked 1 1:\F_BLD_App Bld.rpt 10/29/99 j .. / APPROVED BY JEFFERSON COUNTY JEFFERSON COUNTY MN 1 0 STORMWATER MANAGEMENT ORDINANCE fal ' SMALL PARCEL EROSION AND SEDIMENT CONTROL PL �'- EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: �o� `/,pp1 Telephone: ( �&cp�� '3c4 _ i Address: L� 2 k d 77 �"o c/C_SG3vJ (,��T /D 37 ) Assessor's Parcel Number: 9& th -tie(' -OC7 Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: +-12-2GcJ 04. . 4-67YA-k ��;� Site Location: "/ .l S(-) c./7-/-74 . Q�';% ,i) Person Responsible for BMP Installation and Maintenance: A-8 v �� Address: Telephone: 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. [1 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.). SPESC Instructions—Long Form Revised June 3, 1999 9 . EROSION AND SEDIKEN,I CON • TROL WORKSHEET El Phase clearing so that only areas that are actively being Start and complete land disturbing Y `Forked are uncovered. September 30. Stabilization means ac iv fes and stabilize the site between April 1 and cover or be landsca ed to fat disturbed areas will have sell-established P minimize erosion. plant 1] Stabilize exposed soil Exposed and October 1 and March 31 and Within unworked soil will be covered within O')' Cover exposed soil with a days between April 1 and September 2 days between approved for this minimum of 2 inches of straw r 30. Purpose. hay or other [:over soil stockpiles with material and operty lines. plastic sheeting and locate away Y from water bodies, roads, gravel base on roads,driveways,and parking areas atter clearing g and subgrade C 1 �Pr�ect adjacent r PJ Place straw or ha operhes and water bodies from sediment de osi of 1 Y bales in ditches and drain e wa s do p bon' ar}d disturbing activity to filter g Y wn slope from areas wa bodies. (See attached illustrations f fromoStorm�vater the Install a filter fence down project site or enters before it leaves slope from areas of land disturbing Manual.) the project site or enters water bodies. tt chedi l to filter Stormwater Mana ement Manual.) (See attached illustration �„ / tration from (Y Regularly inspect and maintain all Bngps especially after sto f] Describe other erosion and sediment control Best Ma rms events, as to design and specifications. Management Practices. Be specific •� -GCS— • SPESC Instructions--Long Form Revised June 3, 1999 10 • 2t EROSION AND SEDIMENT CONTROL WORKSHEET Describe how disturbed areas will be permanently stabilized(seeded, landscaped, apply gravel base to roadways, etc.) /) Ze—,teat.4.149a 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.). C e17- - e /U � f✓G h2SZ Gs �c�C� Q L;�c� C� 1� L SPESC Instructions—Long Form Revised June 3, 1999 11 • EROSION AND SEDIMENT ____ _ WO BEET `I. Specify your construction sequence. Describe the timing and grading, construction, installation of drainage fa of all land iliti s, landscaping,big etc.) (cl . Management Practices.Describe proposed maintenance of BMPs. etc• and Bes , / _ . , _ k -J w Lc/ / 7i of .1.610._'_ _ . _ ;r The Best Management Practices proposed above will be s •- " - runoff I will notify the Permit Center for inspections)as required.control erosion, sediment, and to , � Signature of weer/Agent °tom Date SPESC Instructions--Long Form Revised June 3, 1999 12 F ,;efferson County Department of Community Development February 25, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 BINDING ADVANCE DETERMINATION FINDINGS AND CONDITIONS OF APPROVAL JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINANCE Applicant: RONALD F DIPPLE PO NBOX 2847 LIECE0VED POULSBO WA 98370 111 1 Critical Area Review Case Number: CAR00-00025 MAR 3 �v�0 Project Description: Binding Advance Determination. Parcel Number: 996600007 S-T-R: 04-27N-01E JEFFERSON COUNTY .,r,1 DEPT. OF COMMUNITY DEVELOPMENT Site Address: 921 S POINT RD PORT LUDLOW WA, 98365 FINDINGS: In accordance with the authority under subsection 4.101 and the requirements 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 2-9-2000 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, susceptible aquifer recharge area, seismic, eagle habitat. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 2-9-2000 and confirmed the existence of the following critical areas and/or their associated buffers on the property: shoreline, eagle habitat. 3.) A site inspection by Permit Center Staff was performed on 2-9-2000. 4.) 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. 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.) Bald eagle habitat. The bald eagle is listed as a Washington State Priority Species. Priority species are defined as wildlife species requiring protective measures for their perpetuation due to their population status, their sensitivity to habitat alterations and/or their recreational importance. Priority habitat is defined as a habitat type with unique or significant value to many species. 8.) On February 18, 2000 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. 9.) 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. • .3.) 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. J This binding advance determination is issued subject to the following conditions. CONDITIONS OF APPROVAL: 1.) A minimum setback of 30 feet shall be permanently maintained as a fish and wildlife habitat area buffer associated with the shoreline. This buffer shall be measured perpendicularly from the ordinary high water mark along the shoreline. 2.) Fish and wildlife habitat area 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 fish and wildlife habitat area buffer without prior authorization by the Critical Area Administrator. 3.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated fish and wildlife habitat area, its associated buffer, or any critically important plants and trees identified on the subject property. 4.) Residential structures shall not exceed thirty-five (35)feet in height. 5.) The proposed development shall be located on the subject property exactly as identified on the Universal Plot Plan, or other Site Plan, approved by the County as part of the triggering permit application. Applicant shall be responsible for contacting and notifying contractor(s)of the above conditions in order to ensure compliance at various stages of construction/development. 6.) The proposed residence or any additional structures on this parcel shall maintain a minimum thirty(30)foot setback from the top of the shoreline bank. (A•kaAi gr-d---- 3//WO a Warren Hart, AICP Date Critical Areas Administrator I the undersigned hereby agree as to the presence of critical areas on the subject property as outlined above. I understand that no alteration of the critical areas or their associated buffers is allowed unless specified in the conditions above. According to the provisions of the Jefferson County Interim Critical Areas Ordinance, the presence of threatened or endangered species may alter the critical areas and/or buffers present on the subject property. Please sign and return to the Department of Community Development. r 3 _ .476) Applicant's Signat r- Date c: File I:\F_CAR_BindingAdvDet.rpt 12/13/99 TECEOWIE MAR 1 3 2000 1 JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT i • •. Y • iY. ♦ . • . , I f . • ' -' 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#: BLD00-00281 Received Date 05/8/2000 SITE ADDRESS: 921 S POINT RD Issue Date 07/10/2000 PORT LUDLOW, 98365 Expiration Date 07/10/2001 APPLICANT: RON DIPPLE PHONE: (360)509-3442 PO BOX 2847 POULSBO WA 98370 SUBDIVISION: SQUAMISH HARBOR BCH Block: Lot: 7 PARCEL NUMBER: 996600007 Section: 04 Township: 27 N Range: 01 E CONTRACTOR: DIPPLE CONSTRUCTION INC PHONE: (360)779-2999 PO BOX 2847 POULSBO WA 98370 Contractor's License: DIPPLCI066KE Expires: 05/01/2001 LOAN LENDER/ JRO LONGNECKER BOND HOLDER: MUTUAL OF ENUMCLAW 227 LINDWIG WAY POULSBO WA 98370 PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] (Footings/Setbacks Shoreline Setbacks): a/C 77/ O Ctiki [ ] ound- ••. Q z,//m 074_ [ ] ••, • • •••Plumbin./ der round Insulation:®� g� CON) Al / ' ear W. • Ox f//7�©f ,t. [ ram ing/Plumb :Q/G lekffg/Q,p L1�2 / 9 @entry-e [ ] Propane Tank/Lines: ArTa.:,r c7Z t.' 'e ®!e 4t 4,4,14 AI [ flat' „+ Al - r• _ J -- _� . 4, �,/ i ire ._ ,M. rr..,41 _ if- ... x.. — ow, - ... .. -Art6 _ l [ Final/Occupancy Approv. . 7 ,� ,_/_')i , �/;,./ n_ , HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR O FIN INS CTION. 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. SPECIAL CONDITIONS MAY APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY I - r •. 11 ID fj g 00 0- ,..1 (-•1 st:q `. c M ■ ' �" 1 . 'v 0 0 I e‘n & re) ' -'-' C " Z 1 a.; \c- So 3 , ... c' o _... 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N 1 07' 05" - - 4 ' N 5° w p M CI Z KENNAN • MEYER ARC 5426 CALIFORNIA AVENUE P.S. ?� VENUE S.W. at, . co ° z SEATTLE , WASHINGTON : .A oN PHONE 206.938 HINGTON 98136 k.. . 970/EgX 206.938.7499 �� �� EVER ARCHITECTURE, ALL RIGHTS RESERVED1IXXX y;.. f - . . .,-r. 1 F C d • ( Th ( (. . . , L _ \qt... c C C C----.1 N F 1 0 '6 N 74*57 5-5"-E--- 320.89 _...,.. ,\.- 1 4.14' z — ' — — L? or' . , tri ai SEPTIC DRAINFIELD AREA i 1 ai \ . 1 i ‘,k • 1 1 a r 2 ... 1 EXISTING GRAVEL Eli . I cd I I id TOP OF EXISTING BANK I .4N—— — N 74°5Z 55"E 320.8W B.S.B.L. ' — — (A t 20-0 lb) 46'47 An PC NOW CC W >- W DRAN SITE PLAN 4 DATE 1 JOB* ., 9 SCALE:1"=20'-0" § SHEE (3- ' . Il■