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HomeMy WebLinkAboutBLD2002-00525 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD02-00525 Received Date 09/6/2002 SITE ADDRESS: 8735 FLAGLER RD Issue Date 07/8/2003 NORDLAND, 98358 APPLICANT: D€EE TOUR ►U MONDE -"Brencf.0.Be.n rIekt"530 REINI€E'e D 13815 (gam p PHONE: (360)385-4448 NORDLA 98358-9621 1- iN nwoock, W\PC SUBDIVISION: GLENNAN SUBURBAN ACRE ct 031 PARCEL NUMBER: 953700404 Section: 29 Township: Bock: 4 Lot: 2 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS /Footings: 2A' L /Goo,tJzf/ads l��D�� [ ] Foundation: 01‹ to/04 ,' [ ] Underground Plumbing/Underground Insulation: ilGPC-coh G/2--20,,09 Cra te q�retz-GbSz4) [ ] Shear Wall:[ ] Framing/Plumbing: , elk 7 7,6� / I I Propane Tank/Lines: /�/A' [ ] Insulation: �ie5�sr1, K 5/ 0661/4.1147-3i-aofie f 1 Sheetrock:1 1 Septic System Final Approval: [ ] Zoning Final Approval: —— 1 1 Final/Occupancy Approval: tk .Q -Ci`Kai - / D7 !"1 HEALTH DEPARTMENT APPROVAL E UIRE• 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 (: 1 +3} `4SmN0`�° 'Ir ., „.. „ . . c,Q '00� .,.. . Project Description: {��1 Building Type: Project Type: Frame T e: 1. ypno permot A, Single Family New 4 � -" .� Wood Garage Attached/Detachedp, tii " �Iodttlar Addis jr , < Steel Alters etiiodel Concrete <\ F> Commercial = Repair Masonry Multi-family/#of Units _ Demolition Other: Industrial %S� Other: Bathrooms: Bedrooms: Type of Sewage Dim al: Type of Heat: Choose one: Existing: St - Existing. = Sewer Community System Proposed:-rdf 0 Proposed: y Electrictty Oil Total: Total: .—® X Individual System E. Woodstove 11 Propane If not sewer,fill out the following: Heat Pump A A ^ Conventional I ., lte ve 1 Other ! /�J�,/ Permit# SEP q g e-- Water Supply: 1111 Private well = .wo Party Well- Public:Name of water system: Square Foota e 1 \'; l! � I For Office Use Only Main Floor If ' COO 111 lqq.2.0 C sistencye Review Q� "" -7-47.00+� •-- 2ND Floor I tyb ase fee �� O• !--� L..'3 l•Zr� 4j D ��+ ` 't rd L. / l� c� 3 Floor ��-✓y) Plan Check fee—O a 1 r 5q• 7' 31'1.Q Htd Basement �' l State Surcharge fee (,� • Unhtd Basement Subtotal etc-. I� �e :,,\Gas e Carport )0 1` Pot Water Review fee Decks �10 911 Approac fe 25,40*/...- . $ Commercial `�1 TOTAL 3 C15• q(0 i Industrial \ ��.P * Receipt# a—Q 9 �C 44. 42 Other �\P Cash/Check# c Z0 &3 to-i Total Valuation: \ Q — PQB by Initials Q� !/�,' Or ` �q/} d Date I — t[! ^C3 � Ci$1 ' Estimated Cost:'" Yam! G�tJ0 Sri A I "' '�' i itiC) Pr If within 200' of the Shoreline, �, R we 0* jrgbli //�� Distance to Bank or Ordinary High Water Mark `�A-6d4 f l t. Bank Height 0 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 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 ht of e try o Jefferson Coun 't• loyees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the ap nt's pr p or structure shall be re ed and sh occur during regular business hours. Signature: 41/4. ---- Date: 912'6711----- .oYER- 0. H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 JJ. 36. 37. I 479 6 BUILDING PERMIT APPLI ION MR �wT p I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00525 Received Date: 9/6/2002 SITE ADDRESS: 8735 FLAGLER RD NORDLAND, 98358 7jre h�•e.�.enne. . OWNER: DEE E TO R DU MONDE 1i,� PHONE: (86Q)385-4448-s 530 R IER RD 1ZT k5 (gam �I "v NOROLA WA98358-9621 Lnnnw«xl) Wm SW37 SUBDIVISION: GLENNAN SUBURBAN ACRE Block: 4 Lot: 2 PARCEL NUMBER: 953700404 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: OWNER PHONE: REPRESENTATIVE: DAVID BISE PHONE: (360)385-4448 530 REINIER RD NORDLAND�WAA 98358 4 PROJECT DESCRIPTION DETACHED GARAGE .� `j d TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 13,199.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 560 SETBACK: 54 DECK: BANK HEIGHT: 70 SEWAGE DISPOSAL: OSS WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain Routing Date: (� F&W Landslide k —l.0 --LI I__ � � Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A R/e Permit $237.25 MAM 09/06/02 50952 Plan Check $154.21 MAM 09/06/02 50952 JUL - 8 2003 State Building Code $4.50 MAM 09/06/02 50952 Jefferson County Planning Total: $395.96 &Building Department 1 • SPECIAL CONDITIONS FOR CI PE A BLD02-00525 1.) The application was reviewed by the Jefferson County Department of Community Development staff on September 30, 2002 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: conservancy shoreline; seismic; landslide 3; SUSC & SAPA& SOLESRC aquifer recharge. 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 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. 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 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. 7.) 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. 8.) A Geotechnical Reportprepared by JB Scott&Associates dated December 7, 1995 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 60-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence and detached garage. 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.) 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. 13.) 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. 14.) The property owner shall cor iy with Water Conservation Measures (per lilbmaintained by the UDC Administrator). 15.) 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. 16.) 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). 17.) This approval is for a single family residence and detached 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. 18.) The revised site plan dated October 9, 2002 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 July 7, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 19.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 20.) 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). 21.) The parcel has been designated as RR 1:5 under the Jefferson County Comrehensive Plan Land Use Map effective August 28, 1998. 22.) The DOT has issued a road approach permit off of Flagler Road (SR 116), permit no. 42989, on July 3, 2003. The permit shall be void unless the construction is started within 90 days (September 2, 2003) of issuance and completed within 120 days of issuance, unless previous arrangements have been made with DOT. 23.) An address of 8735 Flagler Road, Nordland has been assigned to the parcel. 24.) A Declaration of Restrictive Covenant has been recorded under AFN 460356 to combine parcels 953700404 and 953700407 for septic and building purposes only. 25.) A Hold Harmless Indemnification Covenant has been recorded under AFN 461413 on October 22, 2002 between Jefferson County and Dee E. Tour Du Monde & David Bise. 26.) Maximum lot coverage shall not exceed 25%. 27.) The building height shall not exceed 35 feet. 28.) Minimum setback from SR 116 (Flagler Road) right-of-way shall be 30 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bank shall be 60 feet. 1`L I2, P c 0.7 I:\F_BLD_Permit_Buildng.rpt 10/29/1999 PERMIT # BED DECIEME Ti, ') 02 . 0525 JUL - 32003 1.-i.) JEFFERSON COUNTY � °, JEFFERSON COUNTY W STORMATER MANAGEMENT DEPT.OF COMMUNITY DEVELOPMENT SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: l Q MP d f'lO12de/ Telephone: 3 60 .. � �' Address: �3© 11P�/n ' ( Y /.�� � 1 0 rdii I W1/� r3ST Assessor's Parcel Number: Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: CO/'J srj^�'( /oh 0(2 s a - 0 c Nell a-sEr hottco , , ..,, ae gem _ ,_di - q Site Location: 7 7,8 c fki 4 P ex Person Responsible for BMP Installation and Maintenance: S. Address: C 'gQ tf#r. fr it Telephone: 66,)_,,,s---__t_ittyr, 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 p habitat areas,landslide or erosion hazard area,etc.). ,,, q� j u,,/(� eemoIti 1Xce�f tu/- in Pti"of house, i t / -- SPESC Instructions—Short Form Revised July 17,2002 N 3 4 EROSION AND SEDIMENT CONTROL WORKSHEET Phase clearing so that only areas that are actively being worked a uncovered. °' Start and complete land disturbing activities and stabilize he site between April 1 and September 30. Stabilization means that disturbed areas '11 have well-established plant cover or be landscaped to minimize erosion. Stabilize exposed soil Exposed and unworked soil will be cove d within 2 days between October 1 and March 31 and within 7 days between April 1 and S ptember 30. N Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. N Cover soil stockpiles with plastic sheeting and locate away om water bodies, roads, and property lines. W Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. Protect adjacent properties and water bodies from sediment d•position: I. Place straw or hay bales in ditches and drainage ways down sl pe from areas of land disturbing activity to filter runoff before it leaves the proje t site or enters water bodies.(See attached illustrations from Stormwater Mana.- ent Manual.) k' Install a filter fence down slope from areas of land disturbi g activity to filter runoff before it leaves the project site or enters water bodies. (See .ttached illustration from Stormwater Management ManuaL) 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. • yti,a gP t SPESC Instructions—Short Form Revised July 17,2002 4 , , EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized(seeded,landscaped,apply gravel base to roadways,etc.) Cd)q1/6///9 11/(Silf)19 i/ /AI kV./ -leiefcee,, reflai /0,/ 0,41A 110, 1e, ,... 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.). i ' ° � I°I.44I .4141. 1/1/ /_ /11:1' , %' l 1 1 ,LII:1 11 SIIIIMAVirMAIV f i:9j 4 44 / � i it 1 A/0--atie_ 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. see_ -7 Th- !:est M/. agement Pr.c r. es proposed above will be implemented to control erosion, sediment, and sto fit ater 'Tnoff.I V t,. i the :fferson County for inspection required. I •' 900i7 ' ILAN'� h. ! fir', Si,,,ature of Owner/Agent Date SPESC Instructions—Short Form Revised July 17,2002 6 --ro ift JUL SA pitARC EROSION AND SEDIMENT CONTROL PLAN-8735 FLAGLER RDL NORDLAND, WA JEFFERSON COUNTY DEPT. OF COMMUOVatttliEliOli l;ir,gle-family residence with 1 1/2 story separate garage. There will be an ashfaulted , space between the state highway and the street side of the garage. These are the only areas of my property which I will be disturbing and will have impermeable surfaces. I propose attaching to both the house and the garage a gutter system which will remove rainwater from the roofs and then take the water by a tight- line pvc pipe to 2 foot deep gravel pitapprox twelve feet uphill from the house and the garage,where it will then disperse slowly into the ground. The gravel pit will be covered with landscaping cloth to filter out any sediments. There will be protective buffer trips during cons o to protect adjacent ar as from disturbance. 7kAtBe a ..I/ , ,i i� ytaa �'/ , Sa2 / /i ,..._.) This rainwater water will be deposited much more than 10 feet away from any part of my septic system or reserve area and as far from the bluff area as is possible(uphill from the house and garage). The ashfault area in front of my garage will be tilted so that the rainwater falling on it will drain into the gravel pit used to collect the rainwater falling on the garage roof. This land is slop[ed about one foot per 30 feet,toward the bluff side. All existing vegetation will remain ' except under house,garage and little area in front of garage. Any areas that should accidentally become disturbed will be quickly re-planted with native vegetation. I plan to exceed all of your minimum requirements to disperse my rainwater runoff in a thorough but gentle way,and limi : d disturbing activ i i uch as possible dui.' g construction and afterwards. Dee Tour du Monde / tit_ 1driA i,_ 5 �aft • I - z� . ti.-. -4---) . ... .. ..: , g I C 0 > prim C7 ©r . . ... 40• - Pa r- D3 - ` m 'r� red `` ., Z o C/� '.• ....,.,.. . 1 .... 0L. . - .. jr) , _ . ' . , ' i;.:.:, -,1.1:7: 5::: --4 d .t,-, .:L.-1 , "--i3 —11,1PItir 4P ,, , ,-0, .., .g... .--g.......„ ' ,-..-.)._ Z.,. p • ,1 k 0 ''''Slt..:4:.;.-*_.4.......:Ni:: :7:,_ ,:416.........--....ilt:r- . 1, , t_ 1'! ' ..,.:','4''' e i,-----------7-----'•4 , ,..,,-- t V ,t...—. Oc_ . —. .. . . —.... .-- ,-- , r-••-.. . 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