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HomeMy WebLinkAboutBLD2007-00189 GILDING PERMIT APPLICATIA1 ML Review Ty Ty 215 pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00189 Received Date: 5/2/2007 SITE ADDRESS: 26 GEREAUX LN QUILCENE, 98376 OWNER: JAMES L GEREAUX PHONE: 360-765-3672 NANCY L GEREAUX 26 GEREAUX LN QUILCENE WA 983769737 SUBDIVISION: Block: Lot: T 14+ PARCEL NUMBER: 501031015 Section: 3 Township: 25 N Range: 01 W CONTRACTOR: HI-LINE HOMES PHONE: 253-840-1849 11306 62ND AVE E PUYALLUP WA 98373 Contractor's License HILINH*981E3T Expires 2/10/2008 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' NSFR W/ ATT GARAGE & A/G 500 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,922 VALUATION 186,599.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 528 SETBACK: DECK: 80 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: �--� � 07. Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,480.95 LYK 05/02/07 89735 APPROVED Plan Check $962.62 LYK 05/02/07 89735 State Building Code $4.50 LYK 05/02/07 89735 AUG 13 2007 Potable Water Application $58.00 LYK 05/02/07 89735 Total: $2,506.07 Jefferson County Planning & Building Department Jefferson County Building Division Permit Num.: BLD07-00189 Applicant: GEREAUX BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks '/ Erosion Control MIly�7 GIFFEA /A)STAUo i 4 4 - Foundation Footing _1-51-og 1 16. , Footing Drains /%/07 ,Q/ tg-- Foundation Stem Wall • 2/670" elk Underground Plumbing Alt Under Floor Framing oy,,, fcc_. 14\kAt3 ) \\-\31A Straps(hold downs) Ext. Shear Wall Nailing ` ,\',:, 't,(: 'L, - ) C'Af C\CUA_Ci'VeS U,Rough-in Plumbing '//30/ Framing lt_ 8 7t- 5r , -Tr4. Blocking f /ig/og Airseal )_ .- �� Insulation:Walls l .)4(- fr _ Insulation: Floors 49 bb Insulation: Ceiling ///b/i., 41' Int. Shear Wall Nailing AIL- Cou-V Wallboard Nailing y'114 ' --- Gas Line: Interior Gas Line: Exterior Sis/6;` G eg PE/2 �oAS �NwGC Propane Tank S/S/1)S ,I- A Di- Heat/Chimney Clearance N/A Drywell/Alt Drainage /4 .22/07/ gi / K �� -----zitrune- 4 eairmni Ofvuo N 10A7,57,1V- Address Posted _„//i 4 / j'-12PrtM i (-Nt-oia. FiAat Nor Peik-c c a rt. tir -p.z,,-,F r+i e. ;s,D,.,7 3rnz,_ s s - A e a,n-c,.1-"R-- (...,,,A.,,_, 1(,Z$R— ar 9,CAT t1. r.h7fti= h+ct p4_ -LcOJ. FINAL INSPECTION ,S/c/pp ,,,,q__ FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR =',ON--c.0 . JEFFERSONOUNTY . wy DEPARTMENT OF COMMUNITY DEVELOPME*I'f 1 ''� ~' `c 621 Sheridan Street • Port Townsend • VVashington 98368 360/379-4450 • 360/379-4451 Fax ' ' `' 0 www.co.jefferson.wa.us/commdevelopment �. II'INr Master Permit Application MLA: O1—J --- Project Description(include sepa ate sheets as necess ry): ;h ' .,/ c',/ / Jot f ( firs : c�i /I A - N1 : /W 6 1//7E G'. . Tax Parcel � Property Number: j , '(J (S / /5 Size:5 ( / #5 3 ,„4(1p:? ` , (acres/square feet) Site Address and/or Directions to Property: A6. C-pp.I✓NA-I-^ i (0 l,k,1;� (7 U i ��v Property Owner(s)of Record: ,)11- C::VA l ta\\ 'i --50 -U,' , Telephone:,3(.�C) It-, --. (-)-'('Z. Fax: email: �1( ( t✓� � 0) .4()Li C0 11/[ Mailing Address:_ \ , C'.> I:P - Lam, ( tAt t��?�l (l•)w- (,,(-. Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: _ What kind of Permit?(Check each box that applies) i Building i Variance(Minor, Major or Reasonable Economic Use) i Demolition Permit i Conditional Use[C(a), C(d),or C]** 'fSin le F4mily 1 Discretionary"D"or Unnamed Use Classification WGa ag ttacheddDetached 1 Special Use(Essential Public Facilities)** I Manufactured Home i Boundary Line Adjustment i Modular i Short Plat** i Commercial* I Binding Site Plan** i Change of Use i Long Plat** !jokddress 1 Road Approach I Planned Rural Residential Development(PRRD)/Amendments** *Propane i Plat Vacation/Alteration** 1 Allowed"Yes"Use Consistency Analysis XShoreline Master Program Exemption/Permit Revisions** i Stormwater Management I Shoreline Management Substantial Development** i Site Plan Approval Advance Determination(SPAAD)* 1 Shoreline Management Variance i Temporary Use 1 Comprehensive Plan/UDC/Land Use District Map Amendment Wireless Telecommunication* i Jefferson County Shoreline Master Program Amendment i Forest Practices Act/Release of Six-Year Moratorium *May require a Pre-Application Conference **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 p'ovided herein,and in any attachments,is true and correct to the best of his,her or it's 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,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 its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the ounty in writing at the time of the applAatipn that he or jnts prior nontiicce. Signature: / i 71,i2 K� (��CVA- Date: 0 The action or actions Applicdfit will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered 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 issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for,a hering to and complying with the ESA. The Applicant has read this disclai er an igns and dates it below. Signature: Date: 5/OZ `'7 G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 07-14-2006.doc . BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the respon ibility of the General Contractor for the proposed pr • ct. Signature: Date: ;5 01 GENERAL CONTRACTOR OR MANUFACTU D OME INSTALLER: PHONE: FAX: , x Ili'7 gx / ��ld) 5 (340 765= 3672 ( ) _ MAILING ADDRESS: A'~ aPYPati CAL J y?fl.1/&agile GO A. EMAIL: __ _- /_ A04. cOyl,, CONTRACTORS LICENSE Lib 3 7.4 WAINS NUMBER: �--`u ti e ' { g` 3 i NUMBER ARCHITECT/ENGINEER: [J,/r we km(5 PHONE )C6() 7 1 cjs1 FAx:( ) MAILING ADDRESS:/2,/ 2��/U NG RD. emit,",./!o . g1c5 3 2 EMAIL Project Type: 7(y'( Frame'a Type: I Nt Batthhlrfooms: Shoreline: Type of Sewage Disposal: New ta" Wood Existing: 0 Sewer ❑ Addition ❑ Steel Proposed: Z. Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Z. Height: fi!lndividual System ❑ Repair 0 Masonry 760 SEP Permit#SGPO7-W(30 0 Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: Private well ❑ Two Party Type...cif Heat: Proposed: �j LP/ 7)r>%ol;u Total: 3 /1 U f Name Pu c 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: I Underground Tank above ground Tank Size of Propane Tank: SQ 0 64/ I Heat Stove O Cook Stove I Woodstove I Fireplace Insert L'J Hot Water Tar c I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes No 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 For Office Use Only Amount Revision Main Floor Heated f C 221.01 b EH Bld App Review: i 2 z `� (OS& 2"d Floor Heated Consistency Review: 13(la Other Heated Base fee: Mezzanine on: .-/ c `35 r ' Heated Basement Plan Check fee: I Q �� Unheated Basement I(pQ ' _ State Surcharge fee: 4 .3) Other Unheated Pot Water Review fee: `-�I 5' Garage/Carport L 124+4 .91 , SUBTOTAL ,Oq Decks CCj .�(,� ��C r t I i �i ►��j,k4U 911/Rd Approach fee: 6 E�i /Aij 1� 41iOI Other TOTAL: $ 3 611 Receipt Number: U-ri Cash/Check Number: �O� ESTIMATED COST(REQUIRED) C � gjte: 1,101 •Fair rket valueQf all labor and materials found n •ti 15L) r -78''LI Initials: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 07-14-2006.doc 45.) SITE GRADING SOILS OR DEE. LANDSCAPE DEBRIS, OR ANY OTHEO MATERIAL SHOULD NOT BE DISPOSED OF OVER THE BLUFF FACE OR PLACED AT THE TOP OF BLUFF OR PLACED ON THE STEEP RAVINE SLOPES. OVER TIME DEBRIS WILL BREAK DOWN AND FORM AN UNSTABLE MASS THAT WILL SLIDE, DAMAGING THE SLOPES BELOW. NATIVE VEGETATION, PARTICULARLY TREES AND LOIN NATIVE BRUSH WITHIN 30 FEET OF THE TOP OF THE BLUFF SHOULD BE DISTURBED AS LITTLE AS POSSIBLE. NO TRAILS OR GADING BE PERFORMED ON THE SHORELINE BLUFF FACE. IF TREES ARE THINNED OR LIMBED FOR VIEW PURPOSES ON THE BLUFF FACE, ALL DEBRIS SHOULD BE REMOVED FROM THE BLUFF FAE. SOME THINNING OF SMALL DOUGLAS FIR TREES GROWING BETWEEN THE TOP OF THE BLUFF FACE AND THE PROPOSED HOME SITE SHOULD NOT CAUSE ANY PROBLEMS AS LONG AS THE NTAIVE BRUSH UNDERSTORY IS LEFT IN PLACE. AT LEAST ONE TREE PER 30-FOOT CENTER SHOULD BE LEFT WITHIN THE BUFFER AREA. SHOULD LAND OWNER WISH TO ENHANCE VIEWS, OWNER SHALL CONTACT THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT (360-379-4450) TO SEE IF A PERMIT IS REQUIRED FOR SUCH ACTIVITY. 46.) ROOF DRAINS AND ANY OTHER DRAINAGE SHOULD BE DISCHARGED INTO A LEVEL DISPERSION/INFILTRATION TRENCH EXCAVATED PERPENDICULAR TO THE SLOPE. DISPERSION TRENCHES SHOULD BE SETBACK AT LEAST 30 FEET FROM THE TOP OF THE SHORELINE BLUFF AND 25 FEET FROM THE STEEP RAVINE SLOPE. 47.) Applicant shall adhere to one-page eagle plan signed by applicant and WDFW on June 6, 2007. 48.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM THE GEOLOGIST (DAN MCSHANE, STRATUM GROUP) WHO PREPARED THE GEOTECHNICAL REPORT DATED MARCH 26, 2007 STATING THAT THE STRUCTURE AND/OR FACILITIES HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "GEOTECHNICAL REPORT." THE LETTER SHALL BE STAMPED BY THE LICENSED GEOLOGIST/ENGINEER. 49.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM DAN MCSHANE, STRATUM GROUP STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "GEOTECHNICAL REPORT" DATED MARCH 26, 2007 AND THE REVISED SITE PLAN DATED AUGUST 9, 2007. • • CONDITIONS for Building Permit# :BLD07-00189 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 7, 2007 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 designation; shoreline slope stability: stable, unstable, unstable resent slide; Type 5 stream; Eagle; seismic; landslide 1, 2 & 3; SUSC aquifer recharge area; coastal SIPZ. 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.) 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. 5.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 6.) Stream & landslide hazard area buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 7.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 8.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 9.) The parcel is located within a co. SIPZ (seawater intrusion protection zoncording to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 10.) 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. 11.) A Geotechnical Report dated March 26, 2007 prepared by Stratum Group was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 40-feet from the steep portion of the top of shoreline bank was recommended in the report. However, the submitted site plan identifies a 110-foot setback from this steep shoreline bluff and shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. 12.) 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. 13.) 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." 14.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 15.) 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. 16.) 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. 17.) 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. 18.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed development. 19.) An additional setback of five (5) feet is required from the edge of the stream buffer area to the proposed development. 20.) A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 21.) Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer - Do Not Remove or Alter Existing Vegetation." 22.) VOLUNTARY MEASURES OF CTAL &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. 23.) 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. 24.) 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. 25.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 26.) The applicant is proposing to create or add 3800 square feet of impervious surface and 3600 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements#1 through #5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 27.) 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. 28.) 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. 29.) 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). 30.) The revised site plan dated August 6, 2007 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 August 8, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 31.) This approval is fora single fami idence with attached garage and 500 g above ground propane tank only. ny 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. 32.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 33.) 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 autormobile 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 requriements 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. 34.) 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. 35.) 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. 36.) 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. 37.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 38.) The building height is not to exceed 35 feet. 39.) Minimum setback from Gereaux Lane right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from Type 5 stream shall be 55 feet. Minimum setback from shoreline steep bank as depicted on the submitted site plan is 110 feet. 40.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 41.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehenisve Land Use Map effective August 28, 1998. 42.) An address of 26 Gereaux Lane, Quilcene has been assigned to the parcel. Gereaux Lane is private (P528). 43.) The parcel is served by an individual on-site well. 44.) A shoreline exemption (SDP07-0033)will be issued with the building permit for the residence. A septic permit (SEP89-0168) was finaled on July 12, 1989 and an EES completed on March 19, 2007. A septic permit(SEP)7-0130) was issued on August 10, 2007. I t • I IVA STRATUM GROUP 1451 Grant Street, Bellingham,WA 98225 AUG 0 6 2E 7 Phone(360)714-9409 r� June 25, 2007 U�'' �N� 00 James and Nancy Gereaux 26 Gereaux Lane Quilcene, WA 98376 Re: Consistency of Stormwater Plan with Geology Assessment 26 Gereaux Lane Quilcene, Washington Dear Mr. and Ms Gereaux: Infiltrating the storm water into dispersion trenches as indicated on the site plan will be consistent with the recommendations I made in my geology assessment of the proposed building. The infiltration areas should be set back at least 25 feet from the top of the steep slope of the ravine and at least 30 feet back from the top of the steep shoreline bluff slope. 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, 1,1 as Stratum Group 141 4, bt " , ` '• Dan McShane, M.Sc., L.E.G. i Licensed Engineering Geologist ��' ' ` ' ` '""�' 1121,11 Daniel McShane APPROVED Stormwat STORMWATER PLAN Required AUG - 8 2007 JEFFERSO Q)UN DEPT.OF C. i1� 'a P EVE t'MENT SIGNATURE: ■ �i ► • • • STRATUM GROUP 1451 Grant Street,Bellingham, WA 98225 Phone(360)714-9409 January 9, 2008 James and Nancy Gereaux 26 Gereaux Lane Quilcene, WA 98376 Re: Installation of Storm Water Dispersion System 26 Gereaux Lane Quilcene, Washington Dear Mr. and Ms Gereaux: The storm water dispersion trenches for dispersion and infiltration have been installed in a manner consistent with the recommendations I made in my geology assessment of the proposed building. The development of the site has been conducted in a manner consistent with my recommendations. 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, as Stratum Group 0Y+- - , ', ,k) 41::,,- ..:-,00 er 4. — Dan McShane, M.Sc., L.E.G. Licensed Engineering Geologist A\iy '�. •. -f► '4 , 1 Daniel McShane 1 r ,..-_,- -i -0 axe c% Y3 ›•• I CA c: ›. 01 H OAm � mc Hcn -fv G. 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TNT http://www.co.Jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# C 9 at PROJECT/APPLICANT NAME: 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. PrU S�N� ea) Sri ey( 5777/16-- 04C 74)Ler- cl ai-) prDpe/2 Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 5/Ceb to vc / sHore e e , /�4-,Gt'ihd slake 3. Describe the a 'sting vegetation. Indicate native ve etation areas on the site map. Alder I reeS , ll e be r rre516 ka ss, Vat.- be r rl PSG Auc t( he rr tS 7ouj -rites 1 m ranaS 4. Describe the existing soils. Indicate soil type on the site map. ,s , /o6e to y 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,and indicate acreage of each. �SPasoila J creek- 4( G� So 6i -fsi v f t'e/ APPROVED 6. Describe,a ny excess levels of noise generated by the proposed use or activity STORMWATER PLAN N /n► AUG - 8 2001 Stormwat- :oils , 1EFFERSO U Y DEPT.OF C , I P E Required IL li i SIGNATURE: stormwater site plan template—rev.10/1/2003 111 * • 5 • • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, s -ep slopes,etc.)on the site. Indicate location on the site ap. val 4Jooc (ova I tS SC)fc—k04- p rap cSeasai6A C, k eEk- -exAS "f 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands,la es,stegp slopes,etc.). r—e5((k-eAitAk „�) l GeY696A-X .,(ems Pv►e 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. 9. 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 within the site. Locate then facilities on the site plan and diff rentiate roposed facilities from existing facilities. 3.k)s m UJ kb Oege-ict2tj pets- 6-& 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.] 11. Describe the performance goals and fi sta Bacrds applicable to the projec thVIWAU3o4eone (3 p&r -}6 1\ Ve /_ a KtA-e,L00A °E-- .gati� (•rC,t�� .!'/Y11/YwQ 4a5, • 12. Describe the flow control system. Iv • • stormwater site plan template—rev.10/1/2003 6 • • 13. D scribe th water quality system. to s--/ ,sue � xi I be tni lita.ted oetf ve 11 l . stra21-ccf te4_ ` i p/a.ee cvkrM a/a 14. Describe the cony yance system analysis and design. 6/1 WA cz.G 1)S p&u,- 7P Na ctD (- ey jR ITE , : 1 15. Descrriibee the source of fill material,physical characteristics of fill material,and deposition of excess material. !v/ se 1 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. Cyr uSk1 eD I O C C "IV CYO uJ t� k m/1 18. Describe methods f r restoration of the site. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. 20. List here and include any special reports or studies T cte to rre a �h�rmwater Site Plan. 3e_e �gv i�CN �� P6Wi" 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. se SAS-fie stormwater site plan template-rev.1 0/1/2003 7 • • 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. J(\k vvAak-R cc1 in c 2. Establish Construction Access. L VI.GJ -" �Y1 b1/4/9 X v 2 Wan 3. Con rol w Rates. Flaw Zap} So, i II vtn sW 3-4-rcw3 4. Install Sediment Controls. s-hru.O Yoteci- s I-I --VeRce- 5. $tabilizeSoils. e 4 e�t ce S (,l.W � �.j 6. ( 1rptect,S{o e� s. 51-YaW -1�" ki'/V�-P� 7. rotect prain . I CQ stormwater site plan template—rev.10/1/2003 8 • • 12 Required Elements—Construction SWPPP(continued) i-, � 8. Stabilize Channels and Outlets. 1 N 9. Control Pollutants. r� ,++ �r�••• IS I 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). !v Jt 11. Maintain Best Management Practices(BMPs). Ow tier (J r/l rr ,i► ` 12. Manage the Project. cu) fl S 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). Per Geo -sec h (k ► I -n ok a-efec-I- 1 p\-0-1-c b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). lkitTfrr � Seas�rn C�CC'P k aS+ c S(-�� 1 \(} 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. Se6S 0-1/‘ C r e e 6 Cc Cci,t. stormwater site plan template—rev.10/1/2003 9 • b. Description of special requirements for working in or near environmentally sensitive areas. LUill �Y©kec- (3,)(I( Yvd4- c:Q�s pose Per &.0 c C 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,permeability,depth,texture,soil structure). /U r Veee-41,Z rn led( �10-f b� C i s d e'd ‘vt��rr;� 364 dl u J .L 25 C - see 6co 5. Construction Phasing. �a. Construction sequence is c1-�cuwvj I �� - kawnf�� � , Min) Voo cw�.�sca p V\ , b. Constru tion phas ng if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wee on ponst lion . ti 'ies. o / ikuj5 epkVey_, V �,7 � b. Proposed wet season construction activities for environmentally sensitive areas. A / 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation 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. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10/1/2003 10 i 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 best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (5 /07 (LANDOWNER O A HORIZED REPRESS ATIVE SIGNATURE) (DA E) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stomwwater site plan template—rev.10/1/2003 12