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HomeMy WebLinkAboutBLD2007-00075 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 PERMIT #: BLD07-00075 SITE ADDRESS: 152 N CARNEGIE AVE Issue Date: 03/28/2007 PORT TOWNSEND, 98368 Final Date: 9/3/2008 APPLICANT: DEBORAH BOYLES PHONE: 379-0962 RICHARD BOYLES 2910 KIMBALL CT UNIT 1 PORT TOWNSEND WA 98368-6151 SUBDIVISION: IRONDALE Block: 152 Lot: 25+ PARCEL NUMBER: 962115209 Section: 35 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NEW SFR (32 SQ FT UNHTD MECHANICAL RM) ALSO (2) A/G 120 GAL PROPANE TANKS (BLD07-00075) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2003 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes 011, THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/32008 I:\F_BLD_Occupancy.rpt 10/29/19 07 IPUILDING PERMIT APPLICAAN MRL viewTy089 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00075 Received Date: 2/27/2007 SITE ADDRESS: 152 N CARNEGIE AVE PORT TOWNSEND, 98368 OWNER: DEBORAH BOYLES PHONE: 379-0962 RICHARD BOYLES 2910 KIMBALL CT UNIT 1 PORT TOWNSEND WA 98368-6151 IRONDALE SUBDIVISION: Block: 152 Lot: 25-29 PARCEL NUMBER: 962115209 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR (32 SQ FT UNHTD MECHANICAL RM) ALSO (2) A/G 120 GAL PROPANE TANKS TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 19;210,836.00�'1 l MAIN: 1,328 CODE EDITION: 2003 •= ADD'L: 788 HEAT TYPE: EEE OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: 5N GOARAGE: 32 SHORELINE: CONST TYPE: DECK: 72 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: 0 Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: )a// Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,514.55 KAS 02/27/07 89452 Plan Check $984.46 KAS 02/27/07 89452 APPROVED State Building Code $4.50 KAS 02/27/07 89452 Potable Water Application $58.00 KAS 02/27/07 89452 MAR o 2007 Total: $2,561.51 Jefferson County Planning &Building Department Jefferson County BuildingDivision Permit Numb BLD07-00075 1 Applicant: BOYLES 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 ,`'Z°767 Erosion Control `� Foundation Footing ,( -4' ,,-<z Footing Drains 8/. 27/0-2 Foundation Stem Wall ,..��z10..7 Under Floor Framing > (S i/ 7 l o0 Straps(hold downs) e45/01 'Jove CEAo Ext. Shear Wall Nailing is/r f ak Rough-in Plumbing • Framing 1,1/3/67 Airseal ( / (102 zii Insulation:Walls L l r-t:Q-o? 9U Insulation: Floors // 2_/'n f)/ Di6 Insulation: Ceiling / O7 ,1-0Pre)) / •24/6•7Az_ dC Int. Shear Wall Nailing Wallboard Nailing /0I/a7 Sy G Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage /r�3/_�. Address Posted C FINAL INSPECTION g",,- ©br r: FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD07-00075 1.) PRIOR TO OCCUPANCY--FINAL APPROVAL OF SEPTIC SEP06-133 IS REQUIRED. 2.) MINIMUM SETBACKS MUST BE MAINTAINED FROM BUILDING FOUNDATION-- EDGE OF DISPOSAL COMPONENT 10' MINIMUM, SEPTIC TANK 5' MINIMUM. 3.) NTT FOR BEDROOMS -dEb .311301 A-VNtt 52(319 4.) The application was reviewed by the Jefferson County Department of Community Development staff on March 12, 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: Special Aquifer Recharge Protection Areas and Coastal Seawater Intrusion Protection Zones (SIPZ).. 5.) 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. 6.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 7.) 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. 8.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according 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. 9.) 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. 10.) 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. 11.) VOLUNTARY MEASURES OF CIRTAL &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. 12.) 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. 13.) 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. 14.) 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. 15.) The applicant is proposing to create or add 2968 square feet of impervious surface and 6068 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. 16.) A Stormwater Site Plan for a medium project 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. 17.) 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). 18.) The site plan as submitted with the building permit application on March 12, 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 March 27, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 19.) This approval is for a single family residence with detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 20.) Outdoor residential storage shall Oaintained in an orderly manner and shall ate no fire, safety, health or sanitary hazard. 21.) 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. 22.) Minimum setbacks from N Carnegie Ave right-of-way and E Island View right-of-way shall be 20 ft. Minimum side and rear setbacks shall be 5 ft. 23.) 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. 24.) 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. 25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 26.) The building height is not to exceed 35 feet. 27.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 28.) N Carnegie Ave (P487) is a private road. The road approach is existing and an address of 151 N Carnegie Ave has been assigned to the parcel. 29.) A septic permit (SEP06-00133)was approved on June 10, 2006 for a system of 240 gallons per day 30.) The lots were created through the Irondale#6 Subdivision on June 28, 1910 under AFN 30490. 31.) A Declaration of Restrictive Covenant to consolidate Blk 152, Lots 25-29 for building and septic purposes was recorded on May 5, 2006. 32.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 33.) No plumbing has been reviewed or approved for building permit (b1d07-00076) for a new garage by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. • rk. .¢s c JEFFERSAOUNTY j�,�(`��,`�In DEPARTMENT OF COMMUNITY DEVELOPMENT R ���,�'CFI ``' 1`',�� 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax O� www.co.jefferson.wa.us/commdeveloprnent r:r` �`3 IING� L. Master Permit Application Mlai ltf i1.•1 Project Descrip}y�jpn (include separate sheets as necessary): it YA 11/i4-7E ' es' i D e i e - .3/Ai 0�- r=7171 4 >-' Property / / Tax Parcel Number: 1 C, 2— // 2..t 7 Size: /00 X 1 3S =/3 5 Sr(acres/square feet) Site Address and/or Directions to Property: /5 Z. iV, C4rN E4 j E 4 v-� Aid-T 7 4 q s'e rp gg36,c5- Property Owner(s)of Record: 1))/;zi%/y/t Map R1 erf#9r'P 0'Yg- 3 Telephone: 36v0 3 / " C y‘2- Fax: email: bc,/es Zcoo 6 mSIv, (`L/11 Mailing Address: 2-7/0 tCf<rr3/4-/G C-7-; #/, rtlk. %Dtut-is Wt GUig, ?$36 ' Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) Li Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** Single Family _ ❑ Discretionary"D"or Unnamed Use Classification 3arage Attached 0 Special Use(Essential Public Facilities)** Manufactured Home ❑ Boundary Line Adjustment 0 Modular ❑ Short Plat** 0 Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** ❑Address f 1 Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** Propane 0 Plat Vacation/Alteration** ❑ Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management'Variance ❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* 1 Jefferson County Shoreline Master Program Amendment ❑ 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 provided 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. ccess and right of entry to this proaerty shall be requested and shall occur only during regular business hours. Signature: •/�}4 Date: —/ /07 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- transferable res sitiijity for gllheri o a complying with the ESA. The Applicant has read this disclaimer and signs an dates dates ' below. Signature: �G G.� �1/ Date: f Z 7d 7 • /JJ G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05.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 assu " Irespo �// Z7/Q7 ability o e Ge ral Contractor for the proposed project.Signature: r Date: 111 r 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: Xf' New xcWood Existing: CD LI Sewer ❑ Addition ❑ Steel Proposed: '•- Bank Height: LI Community System ❑ Alteration/Remodel ❑ Concrete Total: 5 - i4 Individual System ❑ Repair ❑ Masonry SEP Permit# ) "CUl33 ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: O Setback: Ll Private well 1.1 Two Party Type of Heat: Proposed: 2. - )<Public L 7 is I c. Total: _ VA Name of System: /UP ' I 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 I Underground Tank X Above ground Tank Size of Propane Tank: 3 'T/¢tait, - /20 fiii'L-. 414--E.I Heat Stove ❑ Cook Stove I 1 Woodstove I I Fireplace Insert ❑ Hot Water Tank ❑ Pellet Stove t7 Other tONC/libi f Is this appliance being installed in a Manufactured/Mobile Home? Yes /(6) 110rt /,( 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 EH Bld App Review: g2g 1 I�aag. (p8.co 2nd Floor Heated Consistency Review: Other He l dle..A i11411 A f Base fee: ILL 55 Mezzanine Additional Section: '7 ---__" - Heated Basement Plan Check fee: %/I I . `t tG) Unheated tt iti ,l.1111N i I I'. State Surcharge fee: Other Unheated Pot Water Review fee: �j i{ -CN. ICCC,Y( 3 1151 . tJl4 , t CO Garage/Carport SUBTOTAL a fl1. 5 Decks 911/Rd Approach fee: 141901'' ' €1054-c n Other C c 4E D. Pc1('r:HE5 7 Z.- uA . 04 TOTAL: $ a O 1 Receipt Number: (t t-\3 Cash/Check Number: l C l ESTIMATED COST(REQUIRED) �� �(jg 3/ Date• 071�- t I r7 •Fair market value of all labor and materials foundat o �rn h IG (" t L 0 I ,, tials: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05.doc II • s" . o il, �° JEFFERSON COUNTY RECEIVF � �4 DEPARTMENT OF COMMUNITY DEVELOPMENT a ,�F,, , FE ��J ;�; ► 621 Sheridan Street • Port Townsend •Washington 98368 0/ 360/379-4450 . 360/379-4451 Fax (�`,'I fl; ,``' 1, I NO' http://www.co.Jefferson.wa.us/commdevelopment/ JEffEIIJUIV�,UUNI I iJl,Ii . STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# C>1- Eq PROJECT/APPLICANT NAME: Jet ceok P q 7/9ja,edVW gy1 : 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. SiAi 4j L - ,%4-nfi L->1 ,e -si LWW to/774 i4 1j /:zc`/-WEO 4ff el• Existing Conditions Summary 2. Descri a the existing topography. Indicate contours on the site map. f4 DU'c 4 y b T /j ,‘'---4 06i 7" ?hi D -S No 5'4 "el: , APPROVED 3. Describe the exi�stin vegetation. Indicate native vegetation areas on the site map. STORMWATER PLAN ,/ELLS 4fnis ON t;y'• MAR 2 7 2007 4. Describe the existing soils. Indicate soil type on the site map. Z o7— /f S <OC) ZD.P/i9'/1.W At.4 L IEFFFRSON COUNTY DEPT.OF COMMUNITY E SIINA l uRE:\iJ�C�w�04 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. IVo P/5!1LG` p /1Lr.49-t-. 6. Describe any excess levels of noise generated by the proposed use or activity: jitii(X i2e-5/D l , /0 :?rcCSs Not 5 . stormwater site plan template—rev.10/1/2003 5 I S 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep sl es,etc.)on the site. Indicate location on the site map. , ,eoP 2?-)-' / 5 -r-,it-7', No s t G At 1 F?e 4 7- 1 -t-/e-s9-C.- 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.). ,ee/ is /Al / /o�NriifL 11-/ee oitz 7� Co/et aZ OP" Z cow-ch./ i?0141)..5. 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: ocate these facilities on the site plan and differentiate proposed facilities from existing facilities. b }ii )1Pie.o to KY, 2),<7J i 'E $ /'/t . 1 E ufe•p z2/2 ok' S/ r--&-- '' "at \.,:' r a,', C1%d��s1,0K Of= ...c7b/'2147 Gi.//4-`rE- , II:1 r1`If t ie p%ject'requiresthi use of stormwater treatment facilities describe the types of stormwater treatment facilities proposed for use on the site. ate thee facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"p jects or projects that involve the potential for dispersion of contaminants.] 1,.... .._._. _ .3 littgf.StwV:U Y)r':';'tF`:xbb?).4),Irn:rat 11. Describe the performance goals and standards applicable to the project. aii/LL /A4 /G?/e4-7 6 _-7t: wi W ' /'9' oK Sf7 , 12. Describe the flow control system. J_ e)X/ giiii,( 'IEJApir) IkffIllS110 ,.1111n1h or, stormwater site plan template—rev.10/1/2003 6 • i 13. Describe the water quality system. dee/144 14. Describe the conveyance system analysis and design. a1g-t- pn D`ey to 6Le-S , -si remits 4-M D Doexe-w j f4)ca 715. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. /f/C? /L[, /`*D No xcc5,s" 101,9-7- -xi"I eS, 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. / 17. Describe the p��ro��posed surfacing material. gjiiL K5 e- 4bCtS ,(4,- PPf ✓ wr4-}-' bL 12trt 4 Co s-rrirR6T70ht , . 18. Describe methods for restoration of the site. GUi`L /e!E5 A43-5 ,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. R1114 20. List here and include any special reports r studies conducted to prepare the Stormwater Site Plan. A/ 4 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,describ onditions or restrictions here. R RECEI\ tTl) .�/ tiRti'S ial''' '1 stomiwater site plan template—rev.10/1/2003 7 I r 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. it/4/ iii PVC t( G/ sie r$ av,rr' 5eery1cY1 —AI 2. Establish Construction Access. l t . r.15, 0041 d e. “ fi ,1./ 7- s/7 be L 7"6¢ Z- -t1 �lei(s e i ,4'? c- i/v ©Xe v GJq¢>- 7 D tr, , Cct/i4 TY goiT-n c z ew-A!. 3. Control Flow Rates. t 1 1� iNt 4. Install Sediment Controls. 5. Stabilize Soils. 7;G" ,c/FCEsS little Y 4tiiZc- use . Z 7' Coy' Di 37erfieS GP 4 i'o w Ai p . le —s AND r9S ill �SSi i 'l-FIV I`�,II 6. Protect Slopes. �/ � j ✓t d 5 4-o s�G=� 1- ,3 ,.t -.,r- 7. Protect Drain Inlets. JH-ftI DI\`Crtit P 1I1 I' — 17::: G .5s' jaG.fcg- .�7-/-C /C-7 a-/A , stomnaater site plan template—rev.10/1/2003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. GG�IL L for je :- e ?ie t¢G 1-nt 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). �um, ! 7 Dm.dt / ArE-e X4 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. /� C eliki,7YL 1J CD14-7--X Ater 0/2 tvi 61 s¢- �6 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). /t/V C-g 1'tl ci1 1t t6 z Gv €v t��,E . caurt7 Y KD -DS L>ci LOd.LSr• -reo iv it/ii t P S 1 it a L>7"ffiZ e75 or¢DS b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). j� // 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site.R\Vik ��a�(��� 1) ,/�b/4 t✓ LL Y..I storm water site plan template—rev.10/1/2003 9 • b. Description of special requirements for working in or near environmentally sensitive areas. P 64Ec-r /I bL'Es o 7-7 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). nu-- DA:viva oef "'-'- //i' 7724-7-- -1D 04,4 5. Construction Phasing. a. Construction sequence * nn 4-710et! —) c92 4 ase- b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Pro‘Ade�a proposed construction schedy)e. /`? , '2e)xe met-Tz P /Y/C- 1/4—'r' 2 O7 m A . s0/ ei2 Ct 77-H" II. Wet Season Construction Activities. 7D '15)1/1/4k7 a. Proposed wet season consYstr9�ction activities. b. Proposed wet season construction activities for environmentally sensitive areas. 7. FinanciaVOwnership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. 7c b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. / 141 8. Engineering Calculations. Provide Design Calculations/on a separate sheet for the following,if applicable. ,4 a. Sediment Ponds/Traps. d,'4 e v(� y b. Diversions. /!// - R��\\ �AJ'' F,1 ) c. Waterways. d. Runoff/Stormwater Detention Calculations /f// FEE r7 2', .If fffH fJt\� �;UHiNlr +11,� stormwater site plan template—rev.10/1/2003 10 • 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. 2-/z-057 DOWNER OR 0 ZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: R&Wftwy- pro L 1 tlff�f� < t�llll ,e11/1r� stormwater site plan template—rev.10/1/2003 12 . ., - lis _ •• •••• - -w • __ .- T7717-----TFE--. .` r ....-.....:. • -. 9 C" re:"4: 11.1 C= —---"''' • T 4; ILL.. tic p ,,..._ . L.J..J_....z 0 8 , _ . :,,, 2 _ 2 _ - 0 ' A 5: 0 . 2 - 0 . . . I \ 5 L i N i . ,iT i L----- " li ....._,- . . 0 i , ----'-L-------'s-- ------t- ----...-.---'--1--.1 ____ • c.i K\ 7 ..<, w , , , • __. • __1 • • • . . 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I i ' I 1 t i i t r i . t 1 : • .1•••rn•It.. r_.........u.t......,vrtraearsa•aaratmar...e...a..yr. %,..1.1 rir/ a 0 II ."..3F.." V i la • r........,_..... 0.. .....",,1 ' li- NI ika ,it o ...- — 0 I -'1 t a 1.. i el i ti), 60 • I ar.r......*rrtrar trroreartror• a 1 1 I 1144 1 Vn5&j 'Tkol16 Mffr"-- rz /5.\1l K,L, GK �Z I ��P ph L,G PIV- Co Votr. z I F2AA ; I GiEG_ Zi;: I 'IavvN I P -;�7o N I �./h � I TV Ira i z'2 Pf-1IZMI i �Po(o-ool�;�7 f o g I �vFf�><IJ P W4. 97 3(oa Ito 4 '( I O v N �i I� W J "2 bhTr = 2- 2U- of Joints in filler fabric shall be spliced at posts. Use staples, wire rings or equivalent to attach fabric to posts I II II I 2-x2" by 14 Ga. wire or .. equivalent If standard strength fabric used Filter fabrlc- -T � 8' max Minimum 4-x4' trench._� u `-1 Backfiil trench with native soil/ Post spacing may be Increased \\ or 3/4"-1.5' washed gravel to 8' if wire backing is used 2"x2" wood posts, steel fence posts, or equivalent Figure 4.20 — Silt Fence N ,.-�./I *Roof areas larger than - 400 square feet use 10 feet of soakage trench _ per 400 square feet -- (or part thereof) of roof area, to be installed on contour. 36" I 10' min. f '� 112- Trench shall be 10' from buildings and 5' from property lines. rm _. yI 10" min. / / / / - / X..—cover rock above / with filler fabric grounu i — — Ali / 12" min. ' _ C/ below o /' ground erforated 3" ABS SCH40—.' 3" C.I. or smooth wall 3' PVC SCH40 pipe \ plastic pipe (4"pipe required for roof areas \ over 1500 square teat) Mclean gravel fill 314" to 2 112' �fz��NTH' ' � APPROVED SITE PLAN MAR 2 7 2007 JEFFERSON COUNTY DEPT. OMAMMUNITY DFYFInPA M40-7— D008i ��vr s7o� S /�ADED Dl2ywc(L LbCk17-/O/JS ��iz�o7