Loading...
HomeMy WebLinkAboutBLD2008-00489 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT #: BLD08-00489 SITE ADDRESS: 6655 THORNDYKE RD Issue Dat : 04/16/2009 QUILCENE, 98376 Final Date 4/25/2013 APPLICANT: JON R SMAKER TRUSTEE PHO E: 360-765-0122 KIM VOGLEY TRUSTEE 6655 THORNDYKE ROAD QUILCENE WA 98376 SUBDIVISION: Block: Lot: TX 1+ PARCEL NUMBER: 701253005 Section: 25 Township: 27 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATT GARAGE & U/G 500 GAL PROP TANK and shoreline exemption permit (SDP08-00082) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/25/2013 \\tidemark\data\forms\F__BLD_Occupancy.rpt 5/21/2013 f Jefferson County Building Sision Permit Niter: BLD08-00489 Applicant: SMAKER TRUSTEE BUILDING PERMIT INSPECTION APPROVALS Npplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks \09(oi. % Minimum setback from Thorndyke Road right-of-way shall be 20 feet. Minimum north property line(commercial forest lands adjacent)shall be 50 feet. Minimum south property line setback shall be 100 feet. Minimum setback from top of bank shall be 50 feet. Erosion Control SEE CONDITIONS I &2 Foundation Footing ) Lb I I_ ec f l\- Footing Drains �N`�` �T��9 Ni?S\j Foundation Stem Wall (D -2,g-)o Li t.,•0-r\t L-it;-0`-/ Under Floor Framing to,4 ,10 117 Straps(hold downs) 7. 3 // 7(7,3 6 les i.t-V:Qt., 1 I.-iv-4)4( : Ext. Shear Wall Nailing 33c Rough in Plumbing '2 23I t Z 9 1 o I,rh" Framing tC 4L, -C ' - 1,,,Nript-/ /Airseal 31 SI Z V it ]a Cat,.�exT Insulation:Walls ,..1 S (L 4 Insulation: Floors 1 I-2-- ; Insulation: Ceiling A, p r ER_ it Int. Shear Wall Nailing 3 1A�( , Wallboard Nailing qI (D{ I Z 9___ Gas Line: Interior 4.S.—m.43 `(2— Gas Line: Exterior e' -2: 7_(Z fit Propane Tank (y1- 7_(-Z / `") Heat/Chimney Clearance 4 ',s-.vl L �b ' 4-t , lo oct Drywell/Alt Drainage SEE CONDITIONS I I&2 Address Posted d-7'5 t/, " II Miscellaneous Green roof membrame leak test e I Ste\ 94./ Miscellaneous ( / sips roof panels 1" Miscellaneous �1 fireplace lift inspection at 4' I 1 f( ii Gti.1 ru^t_ l$�t .�V'-D 1 I l I I - 1 13 /l/ LI-1 A:'0,ge- 6,-,,,ek_ z_ a Dr io - fie& f/ FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR BUILDING PERMIT APPLIC MLA08-00474 �N AReview Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00489 Received Date: 11/24/2008 SITE ADDRESS: 6655 THORNDYKE RD QUILCENE, 98376 OWNER: JON R SMAKER TRUSTEE PHONE: 925-963-9920 KIM VOGLEY TRUSTEE PO BOX 971 RENO NV 895040971 SUBDIVISION: Block: Lot: TX 1+ PARCEL NUMBER: 701253005 Section: 25 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ATT GARAGE & U/G 500 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,837 VALUATION 190,000.00 ADD'L: 110 HEAT TYPE: PRO CODE EDITION: 2006 HEAT BASE: HEAT TYPE: RAD OCCUPANCY: R-3 OCCUPANCY: UNHEATED: 368 #OF STORIES: OTHER: CONST TYPE: 5N GARAGE: 368 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 2 Total: 1 Total: 2 Routing Date: ( II_L+0e2 Type Amount Paid By. ■ate: Receipt: Approved/Date Permit $1,497.75 LYK 11/24/08 105102 APP VPlan Check $973.54 LYK 11/24/08 105102 ® State Building Code $4.50 LYK 11/24/08 105102 APR Potable Water Application $59.00 LYK 11/24/08 105102 Jefferson County Plannin Total: $2,534.79 & Building DeoartmQ.,. • CONDITIONS for Building Permit# :BLD08-00489 1.) PER RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT PREPARED BY , \ ' STRATUM GROUP DATED JUNE 19, 2006: 1'\ ROOF DRAINS AND ANY DRAINAGE AROUND THE HOME SHOULD BE e,U1\ DISCHARGED INTO A PERFORATED DISPERSION PIPE AND INFILTRATED INTO THE GROUND AT LEAST 30 FEET FROM THE TOP OF THE STEEP SHORELINE BLUFF. THE DISPERSION PIPE SHOULD BE PLACED IN A LEVEL INFILTRATION TRENCH EXCAVATED PERPENDICULAR TO THE SLOPE. THE ACCESS ROAD TO THE HOUSE SHOULD BE DESIGNED SUCH THAT WATER CAN SHEET FLOW OFF THE SIDES OF THE ROAD AND NOT BE CONCENTRATED AT ANY GIVEN LOCATION. 2.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN Lt, LETTER FROM STRATUM GROUP STATING THAT THE STORMWATER FACILITY o1 HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ' ,� '1 "GEOTECHNICAL REPORT" DATED JUNE 19, 2006 AS SIGNED BY DAN McSHANE � ,, 16 OF STRATUM GROUP. (NCSN(`0 3.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 4.) PRIOR TO OCCUPANCY & BUILDING FINAL - FINAL APPROVAL OF SEPTIC SEP06-246 IS REQUIRED. MUST MEET ALL CONDITIONS OF SEPTIC PERMIT. 5.) ANY PORTION OF TRANSPORT LINE UNDER A DRIVEN WAY IS TO BE SLEEVED/CASED OR EQUIVALENT. VERIFICATION TO PROVIDED TO HEALTH DEPARTMENT ON RECORD DRAWING OF SEPTIC SYSTEM. 6.) A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND EDGE OF DISPOSAL COMPONENT. 7.) This building approval accounts for 240 GPD of septic capacity for SEP06-246 as approved and designed. The minimum daily design flow per residence is 240 GPD. 8.) WATER LINE MUST MAINTAIN 10' SEPARATION FOR ANY PORTION OF SEPTIC SYSTEM. SEWER TRANSPORT LINE MUST MAINTAIN 50' SEPARATION FROM WELL. 9.) 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. 10.) VOLUNTARY MEASURES OF*ASTAL &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. 11.) 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. 12.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 13.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 14.) 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 or toe of the Landslide Hazard Area. 15.) A Geotechnical Report dated June 19, 2006 prepred by Stratum Group was submitted in conjunction with a SPAAD (ZON06-0059). The report addressed the stability of the geologic hazard area. A minimum setback of 40-feet shall be measured perpendicularly from the top edge of the steep upland slope for the proposed single family residence. Septic drainfield shal be located at least 50 feet from the top of the 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 landslide hazard area buffer. This includes the storage or preparation of materials. 19.) The applicant shall permanentlDarate the boundary of the Landslide Hazi4rea 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.) 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. 21.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 22.) A Stormwater Site 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. 23.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 24.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor 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 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 25.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 26.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 27.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 28.) The building height is not to exceed 35 feet. 29.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 30.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 31.) Minimum setback from Thorndyke Road right-of-way shall be 20 feet. Minimum north property line (commercial forest lands adjacent) shall be 50 feet. Minimum south property line setback shall be 100 feet. Minimum setback from top of bank shall be 50 ft. • STRATUM GROUP 1451 Grant Street,Bellingham,WA 98225 Phone(360)714-9409 July 3, 2008 Kim Vogley and Jon Smaker P.O. Box 65485 Port Ludlow, WA 98365 Re: Soil Bearing Tax Parcel 701253005 Jefferson County Dear Ms Vogley and Mr. Smaker: It is my understanding you plan to build a garage on the site. Soils underlying the site consist of advance outwash deposits. As such these soils have been over consolidated by the mass of glacial ice that covered the area. As long as the upper top soil layer is removed down to unweathered soil,the soil on the site is capable of providing support for bearing pressures of 2,500 psf for foundation loads. The soil may be capable of supporting higher loads,but that determination would require more detailed testing of the soil. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding our reconnaissance please contact our office at(360) 714-9409. Sincerely yours, Stratum Group n McShane, M.Sc., L.E.G. .r,, Licensed Engineering Geologist `7 ! Daniel Mc hang N. STRATUM GROUP P.O.Box 2546,Bellingham,WA 98227 Phone(360)714-9409 April 19, 2013 Kim Vogley and Jon Smaker 6655 Thorndyke Road Quilcene, WA 98376 Re: Stormwater Site Plan Review BLD0800489 Jefferson County Dear Ms Vogley and Mr. Smaker: I inspected the final installation of stormwater drainage on April 17, 2013. The installation is consistent with my recommendations in my geology hazard assessment of the property dated June 19, 2006 and is consistent with the stormwater site plans I reviewed on February 24, 2009. The stormwater plan and installation is consistent with my recommendations for management of stormwater at the site. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions please contact our office at (360) 714-9409. Sincerely yours, Stratum Group Dan McShane, M.Sc., L.E.G. Licensed Engineering Geologist ��¢soly cow JEFFERSON'i3OUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax cf www.co.jefferson.wa.us/commdevelopment`SHINO- Master Permit Application MLA: ( —474 Project Description(include separate sheets as necessary): Re�idG�G� Tax Parcel Number: 7Q (Z,� �OC7 Property Size: 5,05, (acres/ uare feet) Site Address and/or Directions to Property: fpC7 G 5 Th Y'rd ( . Qu(1 c-�r tY C ,"37Co Property Owner(s)of Record: t2 Smzl N-- tL_lm Ni.C9,�y Telephone: c-k2r G(O?—' 7 0 Fax: email:i4:r\(n u.b&c. r{htvik.r- Mailing Address: p Q r?X G 4B 7c r-t- LV d tow ci-v1, Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ['Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) ®'Single Family 5a'Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home 0 Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address 0 Road Approach 0 Short Plat** ❑Home Business ❑ Cottage Industry 0 Binding Site Plan** V'Propane 0 Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration** ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference 0 Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate ""� to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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,reasohable 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 pr vide a ss and ri ht of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any re fired inspecti s. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli ion t e or she ants prior notice. Signature: Date: I /24- 0 Qa The action actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endanger species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been iss ed will not violate the A. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if y are i m la ce wi he Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer le res sibi ty for ering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: ( I/7'7 d A G:\PermitCent \###FORMS###\DRD FORMS\Master Permit Annli,-atinn C_?o_na �,, IP BUILDER STATEMENT The signer of this sstement d s her y certify t t they are the Owners of the parcel refere herein that they are not licensed contractors and that they will be assume the re nsibi.y of the G eral Contractor for the proposed project. (/ Signature: `/0"`-/ Date: // P• 4 ao GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAx:( ) MAILING ADDRESS: - EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: V New le Wood Existing: ❑ Sewer ❑ Addition 0 Steel Proposed: ; V Bank I i Community System ❑ Alteration/Remodel Concrete Total: \1/2- Hei ht:: ❑ Individual Systempn A ❑ Repair ❑ Masonry . 2- ' SEP Permit# 0C.' - :h( ❑ Demolition ❑ Other: Bedrooms: Water Supply: t'11"'' Existing: C Setback: PX Private well 0 Two Party T of Heat: Proposed: i H Public yl� Total: `4 Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1' nderground Tank 1 Above ground Tank Size of Propane Tank: r 1 Heat Stove {-Cook Stove 1+'Woodstove 1 Fireplace Insert riot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes IC) When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed or.,e ice s .)a ;. . . . `ri 11 ill .. r ' , ' ,,,.', .. Main Floor Heated %ON. $` EH Bid App Review: 2`d Floor Heated z ; `• Consistency Review: I� l 7 Other Heated V,� ,t; �; Base fee: .e,r aY-- Mezzanine �)] 9 — Heated Basement Plan Check fee: q Unheated Basement 3ca s -aia. 50•IV State Surcharge fee: 4 Other U,p eated l l U U3. Pot Water Review fee: (� s 1.C.— `I ,oLD Garage/Carport s Q3 IC, SUBTOTAL 3 1(0y . "19 Decks 911/Rd Approach fee: Other TOTAL: $;.i b`+ t Receipt Number: I Ci 51 - s Cash/Check Number: ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor an a ron d Ik1I /, 1L i D F3 ,,�� -teals: �_ r- G:\PermaCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • 1 • • r_.___..._ ( 1 QN C I %•r--=- — I i 4 ,, a JEFFERSON COUNTY i\0 2 4- , L- '( ti: DEPARTMENT OF COMMUNITY DEVELOPMENT J 4. 621 Sheridan Street • Port Townsend •Washington 98368 __ rVE!_OPF1E"17 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ 1 STORMWATER SITE PLAN SUBMITTAL TEMPLATE IMLA# 0;3'747 aTAF ?LICAIsa NAME: WIO'ge.r _bw••`.6.-Imi :::71 C\1- 1 Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. 0 1 5 /f,..-G omv-c.e l,J/ owe r c..,vr, e p, co.,- .51{ s,p c\Ten Of ve'LlaeS �- lM,okl{ eU`•L:x.4 Existing Conditions Summary ..,2. Describe the existing topography. Indicate contours on the site map. i �"� 1 5/0 p J I^5 t-vp 4 o east"o -j-'� e t.�.tt v-t Ca v.-$! I �� k'16 CA%VA l i-^y S 1fe L 5 9►-1 ev-ca,!i7i f e u-r�l L)/ q.�,. 3 % 51 o /w-e-St to ea,S'f' J '3. Describe_s the existing vegetation. Indicate native vegetation areas on the site map.9 /�-' ITec ,t/•/ a-'-al 3 VOwl h., d'e7 re5 r ,Vo,A0),,,s -plr-1 W� tte-ptJ' fle... ) �`c4a,t,- bi'f-L + v14 a,r le 9 e e c ev- t iv ee.t,b;t? 4. Describe the existing soils. Indicate soil type( won the site map. ( �� .,re 14LA.„vw5 o -0'-v .r sciAAAy 100v. \ o e-e r of- lcA.c 1ti l;I 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,rand indicate acreage of a ch. l 5/f V1 y o w l o l y 0tr0t 1 K S (Are 5� to 5r ekcro S5 ok.wo1 ut, "�l-e, 5/fe _ J o` V., v,. (4-es -/ t 5 ✓of he'v-vt 0% p.v-o 55 / ,F-e s i e to o� C�1 / `, 6. Describe any excess levels of noise generated by the proposed use or a• ivit : APPROVED" ED- - �,,� ySTORMWATER PLAN I Storm'iN —FEB-2-5 ajOg Requir - — - JEFFER • i fUN‘ Y 11 • UFPTOF(oIPIP FOP, r 1� 1 stormwater see plan template—rev.10/1/2003 SIGNATIi RFt Il_. /,1 J ��K - 411 • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep pes, tc.)°tithe site. Indicate locatio n the site map. h e7c-f Cevr4a,1 Igoe �s -te east 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams,wet' nds,lake(,stee slo es,etc. �l gJJ0/ • e c 4 x.s, Ta n o.,-�1'L a wt' so w-f L , 1/I s��ry .. 5 � ,. v, 1 y w vo . . Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas with�v the ssiteU �Locate facilities o�h?isite,plan a�dyf(erentiata proposed faciliti s from existing facilities. 4,, �� be I lY 0,1,'s 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] W\ l L/l.tM vci J1 .h 11. Describe the performance 9pa s and standards a li able to the project...! Nfrkp j ln.T l I r r.i,, S 1-0\r iN(4- re— C) ••'- c,,tk.14A. N./%- r/ivs X Lk451, - marl . 6 13. Describe the water quality system. NOV 2 4 I- , `` .;EV'r�0''��tN'T i\I A ________ ,.,, 14. Describe the conveyance system analysis and design. ,,. v- 'mil v,at.1 vt v 0 L "V' , _, 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. [Al fC 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Buildin Code. i\' 17. Describe the propo ed surfacing material. 18. Describe methods for restoration of thp sit Nty.N.,, / ,, O l°1/1' ( t`r/I v-e S "`mil 011 S/114,VAy e•/ a v-e(4 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for 1 "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. i 20. List here and include anyspecial reports or studies conducted to prepare�/ the Stormwater Site Plan. 6 et) 1 o3N j eA7-cwe/k-vc.,IcA-eif(0,, S jr-e.II,G ,6i,- l # Stvt 1 •A.►^� Gv9(1D 6/e106- L.e.txl c'.k ' we."�ct. _a?etdwµ; oc-ic.-4- • H-q e� Ct�‘A.$cti1 9 /6 06- 6a1vt 6—ayle 1''1.x —cw ' fta,►, VPF�1t% �V/1/ 06 s� 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or a rovals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements, describe those conditions or restrictions here. pl A stormwater site plan template-rev.10/1/2003 7 l • • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1.. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. /1 1 l ' r �.r 1atw� s it tE i t w 4;. H aff,v,�.E'GI ems.r-�;.c , g w k 1r�1 v &A-P v-�,7 to k�L ew.rly fc...3$ao/ V 2. Estalolish Costruction Access. Co w� 1.0 v4` _ f c c•e s s ► 5 QXa / c„-u„x u)uy (Access fN9 oC --oot Via) do t ��. TOO o+ 6,,11 we... .- Groo,.e.t tvt-vl:y 3. Costrol Flow Rates.nft (A f 1 Will 4. Install Sediment Controls. No1-e vie s� � 1/L°L (re' 4./ QTe- �"(0t~ Sfv�- 1O CcAte & 1 In,. �'4riV'G Y'�o--0Tt' Nwtwf u ye r o se- 5. Stabilize Soils. 1 `n. Cil151y \ etV` a-ce So t I � t� 1k w\c:l c,,5 � M rr� IJ 6. Protect Slopes. Nl� , bLAI(A1 S i+e l5 2cor4 ' 1eva 7. Prot ct Drain Inlets. 1 Pift 0,1 ) w(jev- w f 1�1 Kee w y c t510 e stormwater site plan template-rev.10/1/2003 8 i LT,' 4 Lu iJ I12 Required Elements-Construction SWPPP(continued) i S bi ize Channels and Outlets. _j..� f V� O 1� S Ire S n�- t ; ::� UtVELOFPAENT_. �. �.�, �w cAtre I 1 i 9: Control Pollutants. 1 / ( ( } 11 setrio( o A-.AA L ►s .a c�-fov�( -Po -1.4, U d-c.9 5 2.s", 1*Jo vi- s f fie-, �o ws l !it=rT ...,ts_ $5 1M t�111M..1. AO VeC tt.\2 tnnattwtQ.^c•,tn.t,¢ is o.l'ot.tred p,.. y ile, ,cr"c,,,i` 1 \,.....4 Pa a.s — `B M P c is l ido: Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). InO o'le't .i4 ,ev- is vie c.es4„....t ./ 11. Maintain Best Managemqnt Practices(BMPs)._. M O w 0,e -/ \ cA ew t0 (NW tn.vtn kr- i► `p 1 a,.i .v..a.v..e._ 12. Manage wbte•r bH the Projec. � L 1.0 � t e✓ /-6 V%0 Lltzy f ,c4.51 C O1.-41%7A,c,-�'io-',,1 b�- CA LA, In y \MA 1.., S.c• w. w 14.1 1ch'ec ' b 1 1-" — C . v-e 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential , 7e�roatJs) p C . y is ► s cnoiJ ct c- , ems,st s i4;' ei-io ,r� e 7 b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards).�."",'Jt �� I ►� It j p r4a s i s o'{vwiit s./l-cbt,,,< ,Ry- - z s ii e Te,„-w., 3. Environmentally Sensitive Areas. a. Desccription�f e��ronmentallyy(s n Live reas that are on or ad' cent to the sit .{ f- _U i II�� s �l-8t (S o t,.. ' ¢ &o t.4, ec..,S 1 co�n•ow o T Nr- p ro��-ore„.„I / stormwater site plan template-rev.10/1/2003 9 Ii b. Description of special requirements for working in or near environmentally sensitive areas. E l-e /11.1 c• w-pc1,J go 6 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,pe meability, a th,to ure,soil struct re). } _/ / Sew G-eoJ0.3y tta -�iDi" S V`e11� tti ; Sty t"%4&p (7,/liertc S e-e- 1.-e o-c-( © .A'€ t.i-e..t ok. oleto ca-( . j iznc ,As<AA l `t f/6/QS `5. Construction Phasing. a. Construction sequence c.19 1,4 S sr-t.1, nc._ b. Construction phasing(if proposed)-," hawP p 0 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). t. Provide a proposed cons ruction schedule. I - 51tt- p �'r" ) Ot�.✓�+�v�I o'\55p10.--(Ile "Cc- e f :. 5 ' II. Wet Season Construction Activities. a. Proposed wet season construction activities. _LO-4_ 5 t--uU�` - c i O - c' ""e/% b. Proposed/wet season constru tion activities for enviro mentally sensitivee�iareas. pvirr O t cam f,..s rIA-vitc pr- (5 - " �' Shp o !I��s L o�t4 4 N of ad V 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiatitofi of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. / V) Oke- (4ee 8. Engineering Calculations. Provide DesignQaaulations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. /i A c. Waterways. d. Runoff/Stormwater Detention Calculations / 1 stormwater site plan template-rev.10/12003 10 71 • , 1 )1 j l NOV 2 4 20u8 SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application pp plot,plan;a stoiririwater site pfafitand/p separate Construction SWPPP site plan. This is a checklist to ensure that the following are deputed On ,site ULV€11GPM.111 f 1. General. • a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions, and direction of flow in all ditches,swales,culverts and pipets. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth,length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail controlrestrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s),if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check darns. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. d• stormwater site plan template-rev.10/12003 11 • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the st of my k wledge. I also certify that this application is being made with the full knowledge and consent of all owner of the ed prop DOWNER OR AUTHORIZED REPRESENT TU E) 1 (D THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/1/2003 12 ; % ' 11 0 tt0,02 ......... cO O IJ i 2 I t C. asol 01° a. m 4-' N (i N O +�� 00 01 'cI O Tt 3 0 m 0 AS Ito tOd = I •0 Y adi j uo!saablsia C) a a L. 2 to .a.-0 , L C c I O C O (II 03 NO 493 m m CZ — a o o 46 i C CD OQLt w a I nit-101 , -o a W _ O L W \•\N, c a; L a� a� d v) •CU n/ . ..\;... �. 1 w L cc 0 \ 'I to v) F'- .0)'D >— � I n ,t0- 9Q o W I O /O / d N a K � P'1 CC CO CC Cr) / -YI O jii C o > -aQ = Z • W ..0 a. m C 1- C ._I it ,t. y':- •'-7-- 7:76771.4 h a A �� I 6nnL < .7P - • -,.. Ate ,, W7 • _, i,_,,,:, ; it, , u f�e<� ?♦ T t `vt U21 p IA. og ^oog CA G a Ili Z r T-HORNDY-KE--R[).{-County-.Rd_)_.._.._. N _ zoir O 0 - ► Initial&Reserve III F2 Drainfield Area ' P SEP06-246 > ► x o L__tt ___ i I I 1 Lo i I I N N I o GI I a I I z n 1 V o I ,- I I 2 1 I -2 ga R. 3 I c . 'N a. I I D I 1 .. A.- v-ob 3 � N q 0= < F :_^.1 go, 2 `r d a.'o M o` r rn > O 4 OD I o CD aa) m w Op 1 i IcD 1 Lo 3 cn oLii - D / El i a i I —_ 1 1 00 5._ \� max N TooA o,O G i \ '. I fx Id I m d1 UI 21 3 i \ 1 o"8 • \ i I s - \ 1 i /o B. "' o o I 1 / w o • on O MON c. Z ' �� � i cal 11111111111. P � mal 7 D Q I I > I mI U t mCn — 8 s 4 5 " -a •• COm r-' Ol igi, m r I N 50..0.rn ' gr.. o g O m p D • N N p n ET Z Z m m N" LT"00 jillIllilliH.. O 1>co . N Cr) NdaQ°OH 6'a 1d y b til it , ♦-�. d anti , L'ci)ij !A AP(' DCD C •6, • 8'-6" 7'-4" / t /fir-7„ Q,� 9O �� rn 2'-8" v, (/) Co \ cc6o c, o � \ \ i ET; _r_.) C7 • - cot cr O I I - CD :0< ,_, / e• -- A 00 \r II / CO • ,off 0114 40, I � S 1o7.7 / \ 0* toy ,,�. ,\ • ,���► / / S# / \ \ I9 Ill fl II w a� _ _ N 1? C .. O M �— w O co 0 !I 0I .. o0 iI - 2.44i4 D 11 rn I -n L__ J I .. \ II73 II • I 00 0 leas um 3'-6" 20'-8" / y 0 o 0 "-I. `° FLOOR PLAN SMAKER/VOGLEY RESIDENCE All drawings&written materials r (75' appearing herein constitute the original 6655 Thorndyke Road N O' &unpublished). k of the notLandscape Quilcene, WA 983 76 5 Architect(LA). The same may not be used, duplicated without the written consent b • • of the LA 925 963-9920 ©Copyright 2008 by Kim Vogley