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HomeMy WebLinkAboutBLD2008-00514 I CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD08-00514 SITE ADDRESS: 591 SAND RD Issue Date: 02/23/2009 Final Date: 12/9/2010 APPLICANT: THOMAS A FOLEY PHONE: 360-385-5340 CAROL CAHILL PO BOX 945 CHIMACUM WA 98325-0945 SUBDIVISION: FOLEY SHORT PLAT Block: Lot: 1 PARCEL NUMBER: 001184041 Section: 18 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ 2 A/G 7 GAL PROP TANKS 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 12/9/2010 I:\F_BLD_Occupa ncy.rpt 10/29/19 Jefferson County Building Desion Permit Nun.: BLD08-00514 Applicant: FOLEY 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 5I d Oef Setback from Sand Rd right-of-way is no less than 20 ft., side and rear 9-Z� Setbacks are no ley.;than 5 ft. from parcel boundaries If an environmentally sensitive area(ESA) is present,then the more restrictive setback shall apply. Erosion Control Foundation Footing 01 i or fTU 6 - - Footing Drains 4(0 (c) Foundation Stem Wall p_3_cr( Underground Plumbing LL Under Floor Framing Straps(hold downs) A ct)in ' Ext. Shear Wall Nailing % Rough-in Plumbing ;4i/0 Framing Y V Airseal 3f`i`0' '- Insulation:Walls fri 0 4 Insulation: Floors ,' Insulation: Ceiling " )iv ? I,4.< ,-- Int. Shear Wall Nailing Wallboard Nailing If 1 I J Gas Line: Interior '5 /0 : - Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage Address Posted lizt.,(VHydrostatic Test 4, , 7-17 FINAL INSPECTION V 9 f /6 ciazi FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR WUILDING PERMIT APPLICION ML Review Ty Ty 506 pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00514 Received Date: 12/18/2008 SITE ADDRESS: 591 SAND RD OWNER: THOMAS A FOLEY PHONE: 360-385-5340 CAROL CAHILL PO BOX 945 CHIMACUM WA 98325-0945 FOLEY SHORT PLAT SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 001184041 Section: 18 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR W/ 2 A/G 7 GAL PROP TANKS TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 674 VALUATION 140,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: 710 HEAT TYPE: WOD OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 120 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: 12- IDS.. Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,217.75 LYK 12/18/08 105167 APPROVE[ Plan Check $791.54 LYK 12/18/08 105167 State Building Code $4.50 LYK 12/18/08 105167 FEB a3 2009 Potable Water Application $59.00 LYK 12/18/08 105167 Total: $2,072.79 Jefferson County Planning & Building Department • CONDITIONS for Building Permit# :BLD08-00514 • 1.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS, TREATMENT AND DISPOSAL COMPONENTS. 2.) ANY PORTION OF TRANSPORT LINE UNDER A DRIVEN WAY IS TO BE SLEEVED/CASED OR EQUIVALENT. 3.) 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. 4.) 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." 5.) All construction activities shall not encroach upon the wetland buffer or landslide hazard buffer. This includes the storage or preparation of materials. 6.) 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. 7.) A setback of 75-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 8.) The project is located in close proximity to an identified wetland and is subject to the delineation provisions of the Critical Area Codes of the Jefferson County Code in effect at the time of subdivision. Based upon the proposed location of the project in relation to the identified wetland, the applicant has agreed to maintain a buffer(setback) that exceeds the standard buffer requirements by fifty (50) percent. The applicant acknowledges the additional setback and agrees to maintain the extra 50 percent buffer, therefore, waiving the wetland delineation requirements of the Unified Development Code. 9.) 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. 10.) A Stormwater Management 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. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehilPshall be stored on any lot unless totally sdJted 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. 13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 15.) The building height is not to exceed 35 feet. 16.) 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. 17.) 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. 18.) Setback from Sand Rd right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. from parcel boundaries If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 19.) GUTTERS TO DOWNSPOUTS TO SPLASHBLOCK SHOULD BE SUFFICIENT FOR STORMWATER DISPERSION. THE REQUIREMENT THAT A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MY DRAIN TO EACH SPLASHBLOCK HAS BEEN WAIVED AND THE SPLASHBLOCK WILL DRAIN 1000 SQUARE FEET OF ROOF AREA. A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE OR OTHER IMPERVIOUS SURFACE. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. I ' , . • - , :. - . . • . : . , Q I 11)til 05 75C)(4) . ,. ..., , .. :, , ‘ , 'T) ,1 •i; 11 1-k/T;,_<1 i )1. :1 it J, i - 4 . 1 gz ).4 , 1, _ . , i. ,_,, , , Q.... •,...t , , • " - :'' A c--' . ! ....1', . . .n ../1 H z _ .. 1. go . E.'4 i Z , 11- 7,! L . *\_ St- v� I - • • z ,, A ,, } • t?c7 t 1, ,\ ' = !c� ( C . .!.,-, ,,- 1!,' . : , ‘' '_-, , • /4 ' . : 60 7, Ii-----17. -,--..x / '' 'i , ; -z. " . ' • '44t ' : ,/a-4 •-i 7'14' // . ' +4\ ., . 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C ' t. 0,- I\ 1 'fF ifi N CUUUUUUUJIT dC �¢g©1v 0a6� JEFFERSOUNTY • tiDEPARTMENT OF COMMUNITY DEVELOPMENT ' 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax �q O5 www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 0 6 0(D Project Description(include separate sheets as necessary): LCMS Yc'ic-7-; c5"/A,' LF i"4NI/LY Silx=,,/c of Tax Parcel Number: C C/— g'c/ — O 4 ( Property Size: /O . /Z. A c_. (acres/sett:efe-feet) Site Address and/or Directions to Property: 6?( £tev7C/t ,Q .5 1 / 5A-/vc) ii'AD ( p1 % re,c✓/./SC/Vi) / G1/1 6id o E cS °�'� C'�lo�teo Property Owner(s)of Record: /G'/V( > LE ,v 4 C.4-/ o e 4.-,rf/iL Telephone: 3 SS- 53L/v , /-3s 24fa x email: -6 k y,r�tz .-6,y►-,A.i(.Ca4.1 Mailing Address: I 0,3o,'c f 6c/5/ ( oe_r ToWnlSc,.(-0, &R ell 3 e$ Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: WhO kind of Permit?(Check each box that applies aituilding 0 Critical Areas Stewardship Plan ❑ _Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) It Single Family 0 Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address 0 Road Approach ❑ Short Plat** ❑_Home Business 0 Cottage Industry 0 Binding Site Plan** Propane 0 Long Plat** ❑ Sign 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** 0 Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use 0 Shoreline Management Variance D Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 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,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or it 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 County in writing at the time of the ation that he or she ant rjpr notice. f I �+/ Signature: I r `e `"Z`r Leo C. r���i 1 t -4 bLt Date: I ?—I 0t� The action or actions Applicant 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-traansffrrable responsibility for adhering to and complyi with the ES . T e Applicant has read this disclaimer and signs and�nd dates it below. Signature: ( /1LZ L,^-k I A i, (j t A..1 - Date: 1 Z — 16 -O n G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.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 responsibility of the General Contractor for the proposed project. --Signature: G1.iU--wry.3 t'ofA-'Cp Date: I Z- —I G. 0 g GENERAL CONTRACTOR OR MANUFACTURED HONIE INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathroofis: Shoreline: Type of Sewage Disposal: 1ArNew Il---Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: _-- Bank ❑ Community System ❑ Alteration/Remodel 0 Concrete Total: 2- Height: individual System 0 Repair ❑ Masonry SEP Permit# O 6—4 Bedrooms: Water Supply: S'� ❑ Demolition ❑ Other: Existing: Setback: -Private well ❑ Two Party Type-of Heat: Proposed: ( 0 Public hi o o D -f-E1- c-72(c.._ Total: ( 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 Ta • •pp I- : nstallation permit,mark all items below that apply: i Underground Ta bove ground Tank - Size of Propane Tank: - tic(---(-7,0 s T s - i Heat Stove Cook Stov i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance g 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 ;i.)-i erA cerUs�i, : ;<,r . ; : , ,a4,t , '., fi i At. , Main Floor Heated s it : EH Bid App Review: 2"0 Floor Heated , Consistency Review: Pi , �� ^ _ 157 :Other Heated wit , Base fee:-fv1 - �'xAv.., 40.cam S� I / Mezzanine � �`, ' nn t Additional Section: _ Heated Basement 7 r 0 f 4 a° ,,,, 'y, " Plan Check fee: r- Unheated Basement `g °t z State Surcharge fee: So x �t Other Unheated '`." t Pot Water Review fee: t) Garage/Carport SUBTOTAL Decks fp *4 911/Rd Approach fee: �r , (C /20 • x ':5# �( J Other ,, ;`�=., :;-74: TOTAL: $ 33c X k :, 'To TA 5-0 if • .;. } 1 Receipt Number: I,1ij � Cash/Check Number: irs ^ u �74' ESTIMATED-GOST ED} Date: cr .Fair market value o arbor and materials fou tion to finish 11 l<70 r 0 0 0 , Initials: L> ---- - G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 1 ;i',L,'L-4 it '' It-4 J. 1' e u dAiiiir i t(�-o-eel Z — s- 6 9 1 r ri .: . i, h r. 4 Aki,14 _LI.I.cgai bu j" JEFFEf �1 �TYY DEPARTMENT OF COMMUNITY DEVELOPMENT D 1 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# C v — (0(n PROJECT/APPLICANT NAME: F L EV/C -14(LL 1RES LD f=l4tCF 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. a�(�T�2tic.r c- Zvit ►?Es, �Nc (InY`, i,v �,Y 6475 7 A( --,•�,e�X yf etc, Gz_ t446 j vs/,4 - 4-,(/ 1x15T7,( .3,>)-0 ' G--)Qiv5z. _ .€(✓Ec-v,A - Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 1 ? /,V . PA!FAST f v4t - t- 23a r vti_ 1.. /7?/ /N7"2 i71 ' (,G.1�i- -rfb 1r/f 'S1-' 2F T/r- e 'i?5 /2/'g v' - 614 c)i 4 CC-1-7 !^ft'c'r �C-�=-j ///L . 5/1 E '4- Je//-E,D 4, gRox ,2/O r E1.,E't/4 otil. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. i/ f �'iil'C 4.. G'2. /' %f. 5. 'f:c t/�4•` J, Frig /1-t-ell , 2, C i` 2 /' ,,/ A-t X/ F .e-, 1-A. -� - ' c_ .' . r lr, l�/i) /�✓F j�zi41,41)AVs�F_47 (3r eE,�►S C' /`<4C`t' / <}5 5/ 1/4/6-40 e/f er,4 4. Describe t e existing soils. Indicate soil type on the site map. ,54 0I ..S'//4� 4 / r S'M - dye (114 )",4a; /ar - t'7L-5 /fir,‘,i-i-_--5 D,y f//41- /, 5 7 ©v5,e /f fry D P-m4 . 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. r4 4 C�-l21 /ec OA/ 77t 4J. f2-4PL 'fT / . 6L y $1,,,c FA c l''17,9-7 .e . ,/?2t y7Z t Sy�f ^/ 51 c E � /(1-(, 7- Pc',VZ --s/•rE i/✓%fi c rtf IJ/7 5 t3 F'y/ -5*71.-/.,'4 _,) - - L457- 1--- -,--) p -<S( 1_,1-- l/ %v -7- ,icy. 4Y 47 /D C�v C 6,--1_ �t'�z= /.A L _ '(1E r- 1-06 6 t•l6r 6. Describe any excess levels of noise generated by the proposCd use or activity: APPROVED A STORMWATER PLAN l � Ztl� JitfE�1SO CUUNEY aCo stormwater site plan template-rev.10/1/2003 JEFFERSON CO rm S DEPT.OF EOI�MttIQITYD SIGNATURE: ,�f ` z o �� • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. C-�z',47-2( S /i) /7/ i) 'Zt �/.� 5 y "4:, roc bA- ,7 l e- 7i, 7 CE F ,'%Z /97Y-42 5 l 6 /fpfe 4,-1r- z 7) 7)A4 2-677 e2'S AS f(S re6Sr T,4-k/ (5 A-P,zeRox 90 12 ri a t 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). 7// vra°/Z 6.20 PE/1z ($ ry z) evT{{ I/. -ee_= /9 i } )fii,JV- i _ sue '/fs 4i— -7/A A-A1 bs, ter let,7' , h'z—c rL v h J, i KY' t17 24 F S n / S--2_0 L ree t5/ -51A(it- L11`1 11-X/Gre9- KOA-D 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 within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. _2)/ ,Dv GVY/-SPOv7S T 4 -{'' 13e>R /4% fit(/4 c'-"/z-e_ Try,9 Me4-�7er 7 2 //Le_ Z 1 S -,2 5! A447-aiee4-1--C-t-/ T7f F -4) FL-vi✓ R4--ice{ l/ ,<h�.�1?sir 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 standards applicable to the project. ?� /-'14- v 7-4- 4 rL -- Oil 0 r.�/9-7 2 Z4'V-J�J PL 0 'L G 'f//t7 6- t c's'/ex-( d* /,/T72 0 /*C._i ./G- 7 Le_Li 7 12. Describe the flow control system. • stormwater site plan template—rev.10/1/2003 ` 6 v 1' • RECE F 13. Describe the water quality system. ",; DEC 1 0 .,_ _ 14. Describe the conveyance system analysis and design. _ �19L✓�.l £Pco t r3 Gj,i/ '72 4(4-r7/2224/- i ('v /4//7-1 - 61_ve-k v c�77fF,�e - ,-7 s - ,"!4',c�f��T 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. ,titE Tie_C , yyt or/[�b,A iZa7.r f�✓�Lc �F cJ� � /A/ q�JJ�Sc i,I G, 1,14( f �'�n= :rn E Sr� otse z_04J JPor? 7A(120.4-P, 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. 18. Describe methods for restoration of the site. h't4 9r' e Gr/?G4. 84 //S 6 i—' A/ 7 %— f%(/ /77 9v ZANAgc•@ ",V ,G, '/-/irld- 5/3 r7 Zt' 0-6c/6-11,14z. 6K s 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. R l 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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. stormwater site plan template—rev.10/1/2003 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. A Fr1V ,G D? -- s ( )f'(P / 2. Establish Construction Access. -11-1-/et-ADir 3. Control Flow Rates. 4. Install Sediment Controls. -190,y2i Gd.4 o4-S r S/4i�'7" 1/fs//>fz/1�J 5. Stahilie Soils. S 4-7- r)/,SIG 4--ref 1-0 i�(L S ✓�/ .(.('C_. ‘0Nc / & 7 1--' Go v��,e� GJz TN S 4ui 6. Protect Slopes. 4/L/ F SRO{�i=J 'e LL Lii4 I&L, (M t C-TEc) pg r 4-d 'e f'�2-T,'-t 5' 1% -v'7C H /S' e A- •.a " .6R-EA RoAlAI/Al6- Ni/2dSS—.S'/'fE A-' ?- z/o 7. Protect Drain Inlets. „e=.,,Q12/,tIS /�L/� /FAA i� f/PSLc / d✓,<J T��2 nee vAi l7 S fir, (/�ivse47_ ?el 'V-SLoRS i`)k24-/q,4 6. > R AY r S stormwater site plan template—rev.10/1/2003 8 I L:`.H LrU� 12 Required Elements-Construction SWPPP(continued) p 8. Stabilize Channelsp Viand Outlets. '�r i�CYP C�T�-�I "f 9. Control Pollutants. Se-20 4- r 1111.9 j.4-LS Cif Aar, ,'--S'/7 AtO We_ et',"Ee�/ t ,ZJ7L. C. 42-u/ S /9e o f s 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). (<(6T A-i2Y( l,,c%� �u- ,E9i'/xn 721 ,97e�,af dF- 2 N5E 11. Maintain Best Management Practices(BMPs). G✓'L4. fib' fi CE/T 'r MAI1.1TA--cAl E� 7 12. Manage the Project. T .G17v� f 'S0/V4-e-L-`T 'cot/ c,e--7ZNG-- % O57- OF' D?J . r 7i3 A--A/D 00LG 01/ 2 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). L, -US' -ri440 0414 ul©aDs 5-6-v ---C-o-a ( `77) lam/- riYZ.3 a'71 • 4- /LISP �i`�f i GA 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. Ada✓s^ : ';c_D PE-t3 JTffffiSIM COUNTY OCO stormwater site plan template-rev.10/1/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. 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). vn 1 f7� �' fl7n� F. �5°' -5 .3-7-41-45'rG iz-t Q uyc SLY /F. " A A-) , 5. Construction Phasing. a. Construction sequence ( ),177o4 r 941 t-;1W" �S'G 3 �i29-A4(A/6-) /ep 06./4G-/ b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction sched le. r/ D�y orf (ram ,ap/e/ / -o u�o�� ��L-t�-��arm � i// ea 6-, /-"G r�C 7k''Pcf` �/D✓- �t'��-/ //9T i .re:4,6,1G ( '91i dG-/c) II. Wet Season Construction Activities. a. Proposed wet season construction activities. vr/h/>vtz oq b. Proposed wet season construction activities for environmentally sensitive areas. oAia 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. 7 1 '). { . . f �`i f 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the followi gti�t�pp�ca J. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. LL M ' Lv,:J d. Runoff/Stormwater Detention Calculations }� �� LL!ullI fL'-!UU stormwater site plan template—rev.10/1/2003 10 77 IF' • )i E....4; f��i { Et3 -• 2 uZ SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the mast ell land use aoymn'�lotplan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 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 pipes. 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 controVrestrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check darn(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. • stormwater site plan template—rev.10/1/2003 JEff;ifs1i1 r opiry deo 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 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. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNA RE) (DATE, THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: q V nil j t/��t �r 2 t__ wAA 5p��.:f�5 ? c-© f -' 4 .2 _.f stormwater site plan template—rev.10/1/2003 12 40 • _ FE - ZL . 2-05-2009 JEffEF1ON COUNTY DCO Cara Leckenby,Assistant Planner Jefferson Co. Dept of Community Development -___ 621 Sheridan Street A. P OVED Port Townsend, WA 98368 STORMWATER PLAN RE: Site Address: 591 Sand Road . ! 2 009 MLA#MLA08-00506 Case#BLD08-00514 EFFERSON Co Dear Cara, n>�:o�co, �r y . ' SIGNATURE: I'� Thanks for your criticism of our Stormwater plan. Enclosed is a partial site map devoted to a revision of that plan, which I have called"Drainage/Stormwater Plan A". (This map is in a larger scale than the site plan we drew for our building permit application and hopefully shows the relationship of various features more clearly) Looking at our Drainage/Stormwater plan, you can see that the footing drain ties to the curtain drain from corner"B". This was recommended by Mark Stewart, our excavating contractor as well as by Ian Keith, a retired local contractor. The roof downspouts are led to point"A"where they are tightlined about 50' to daylight and a splashblock or other means of preventing erosion. All three drainage and stormwater drains exit to native vegetation which c ntinues downhill for approximately another 550 feet to the valley bottom,a Classs III wetland. These exits are also about 350 feet above the drainfield of the septic syste . Downhill slopes are moderate (10-12 degrees) and completely wooded with dense s al groundcover. Both the professionals I consulted felt that our roof area(about 1000 sq ft) can be led to one outfall, but the"Design Criteria for Splashblocks" (Vol III—Hydrologic Analysis and Flow Control BMPs [3-15] ) limits each drain to 700 sq feet of roof area. However,that same manual (in Chap 2.2, "Western Washington Hydrolog Model") notes under"Precipitation Data"that "The WWHM uses...a total of 17 pr cipitation stations...representing the different rainfall regions found in Western Was ington (Chap 2-5). It further notes under"Precipitation Multiplication Factors"that the `WWHM uses precipitation multiplication factors to increase or decrease recorded precipi ation data to better represent local rainfall conditions." R M_� 6.‘, ),/-‘2- v) ZE1FElSUi COUNTY OCO (//I • • Foley/Cahill letter, pg.2 Using the enclosed rainfall maps of Jefferson County and Washington State as a guide, annual rainfall at our homesite on the Quimper Peninsula is perhaps half(or less) of the average in Western Washington. We might assume therefore that the roof area total that can be safely collected into one drain could be revised upward to the 1000 sq feet we have planned. Would you please consult with the planning director in regard to allowing this revision? In other regards I believe we are now in compliance with the Stormwater guidelines. A note: The stormwater manual appears to presume that"stormwater"needs no definition. It is the one word missing from the "Definitions Related to Minimum Requirements" in the Management Handout, and I could not find a definition. I realize that some part of my confusion in planning our system resulted from not understanding this term. Given the relatively dry microclimate we live in, I tend to think of all our site water as stormwater, which will all be dispersed downhill as sub-surface runoff. This is probably because we live in the woods and are developing less than 1%of our property. I can see that in a more urban setting the challenge is to get a lot of roof and road water back into the ground where there may be little permeable ground available, and that the two types of water(soil water and roof runoff)would need to be treated differently. Thanks again for your help. Sincerely, .17,1A.4 Tom Foley P.O. Box 945 Chimacum, WA 98325 301-3520 cell RECIV,VED E 4 2,0i V JEiiEi N i A 1 1 ILI ® ! 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