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HomeMy WebLinkAboutBLD2004-00077 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 MLA- C L -ppa'l PERMIT #: BLD04-00077 Received Date 02/9/2004 SITE ADDRESS: 21 GEORGE LESLIE DR Issue Date 02/25/2004 PORT LUDLOW, 98365 APPLICANT: NEW HOMES LLC PHONE: (253) 826-4261 1125 57TH STE STE D SUMNER WA 98390 SUBDIVISION: GARTEN ESTATES Block: Lot: 7 PARCEL NUMBER: 952900007 Section: 34 Township: 28 N Range: 01 E CONTRACTOR: V G LAND LLC PHONE: (253) 826-4261 1125 57TH STE STE D SUMNER WA 98390 Contractor's License: VGLANL*972CQ Expires: 02/18/2005 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS: �K 3/'�fc�V *N[ ] UFFER: Z-- [ ] Footing: ©k 3197U1 1 / [ ] Foundation: 6K zd y arld/t�i.cs 3/L/a1* [ ] Underground Plumbing: vusauct DRA,N /wF4.reAr/ODDRA,,u OK 5/4744,1171 [ ] Underground Insulation: [ ] Shear Wall : 2 [ ] Framing: Ok it/ziefi,40/€60d/tto4S 1 1 Plumbing: el< 4/7-/ off [ ] Propane Tank/ Lines: [ ] Insulation: / 7" l.)N-�S 4 ri.4eL 6 K 2116-1:14 1 Sheetrock: Orc 4/z44 - [ ] Septic Sytem Final Approval: 1 Road Approach Final Approval: [ ]! Zoning Final Approval: ( Final/Occupancy Approval: 1,,��I : HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE 0 • SPECIAL CONDITIONS FOR CASE A BLD04-00077 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 22, 2004 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: SARPA& SUSC aquifer recharge area. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 5.) 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. 6.) The applicant is proposing to create or add 2672 square feet of impervious surface and 14,287square feet of land disturbing activities. 7.) 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. 8.) A Medium Stormwater 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. 9.) 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). 10.) The revised site plan as submitted on February 24, 2004 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 February 25, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) This approval is for a single family residence with attached garage and deck 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. 12.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 410 13.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on ny lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 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.) Minimum setback from George Leslie Drive right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 17.) The lot has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 18.) An address of 21 George Leslie Drive, Port Ludlow has been assigned to the lot. George Leslie Drive is a private road (P581). 19.) A septic permit (SEP03-0313)was approved on Januaru 30, 2004. 20.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 21.) The lot was created through the Garten Estates Subdivision on February 14, 2003 under AFN 456764. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 *- FEB-24-2004 TUE 05:46 PM FAX NO. P. 04/04 7 ..7_-� - ---- �M......_ -.- ._ . , REVISE US S . P AN 7.:1 1. �''-,...,. dated ._ ' (Ort4,) Av , : 1 Has been APPROVEDo),/ ---.., by JErFERSO i CO / Co s /h EPT.OF v• ' t• D •P1s N SPRNATURB:'. 1 ti 7 .A.; �Y r r \ r Cep, * (0/ .ti -4(r --G) 0 o ~ ) -/. ,,, / ,,tip : 0,C,\'' ( K'•••,r,1,'.1).::.• . \ • _ . 0.) r ''') 71 th LII � a v flip• _ 1V � 1\ r ;., N // , 1p Vii\ -\�- min .;:..,- .44, tolt \\. 11/\‘ . % ‘ ‘.1 .\.\\Ii '''' ;\,\'\\\v‘\\? .. il -L11 A 6,• \\A.1 0 .< - � , \\; 5/1,s- \ '‘V4r1.A / •,-,...-ss,___ .,tmi 1, ' / \ -..1 (A .r . V:\ 4>%-fT T 1 0 Z i /ram /' 4L # " C. \// ..../"-".' ' l'i°64? ./ \ n r ,' °' li ri /f --- c Q N II 1 .— ,_A 0 g'....?-1/\ , :lit # OLD �— .�_. .�..._ '�'� 1 AR ,-—:.-- • �..., _ -E f f RSON COUNTY nrD-- 1:1f1r;i1'drVhlai nt.Ip1\Cinrtin Estures Plgt.dwg,2/24/2004 4:43.49 PM,Brrndon OPOW.0.14,6 BUILDING PERMIT APPLICIION MRLA04-00071 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00077 Received Date: 2/9/2004 SITE ADDRESS: 21 GEORGE LESLIE DR PORT LUDLOW, 98365 OWNER: NEW HOMES LLC PHONE: 1125 57TH STE STE D SUMNER WA 98390 SUBDIVISION: GARTEN ESTATES Block: Lot: 7 PARCEL NUMBER: 952900007 Section: 34 Township: 28 N Range: 01 E CONTRACTOR: V G LAND LLC PHONE: (253) 826-4261 1125 57TH ST E STE D SUMNER WA 98390 Contractor's License VGLANL*972CQ Expires 2/18/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,463 VALUATION 141,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5-1HR GARAGE: 400 SHORELINE: CONST TYPE: DECK: 30 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 2 Seismic Streams Total: 3 Total: 2 Flood Way Floodplain Routing Date: 1(Z_f'Q(7 F&W Landslide ��� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,223.35 KAS 02/09/04 62544 P® "' . °�: State Building Code $4.50 KAS 02/09/04 62544 (� Potable Water Application $52.00 KAS 02/09/04 62544 FEB 2 5 2004 Total: $1,279.85 Jefferson County Planning Wks. ,darb. _ingDepartment ,V r a 0 `D o- -/ S II Jefferson County Department of Community Development `v - \ 621 Sheridan Street,Port Townsend WA 88368 1360)370-4450 f• ytt 1 - .p..!.'...- -, , < , - 4U UIUI : II Ao p O 0 0 0 Project Description: Buildin T e: Pro'ect Type: Frame Type: Sin le Famil, E E B - 9 1 I 00 Garage Attached/Detached Addition P .teel Modular Alteration'Remodel Concrete Commercial Repair ' Masonry Multi-family/#of Units Demolition Other: Industrial Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: Sewer Community SystemAIM Oil Proposed: 'L.. Proposed: 3 ndrvtdual Systcm-�� "oodstove Propane Total: Z Total: ' If not ewer,fill out the following: 1-Ieat Pump Alternative Other Permit# SEP O3—003/3 Water Supply: Party y � 6� _ Private well Two Well Public:Name of water system: � Square Footage: L�/, For Office Use Only Main Floor P I W" lgcbCf-GT Consistency Review 4g ' 0 d 2ND Floor Base fee (2--22? . 3s----- 3rd Floor Plan Check fee (5 STOCK 20D4--6— Htd Basement State Surcharge fee 4 ,Sao Unhtd Basement ��aa,,����oq -i Subtotal 1 ��q- Z-� Garage/Carport 4 V a Pot Water Review fee '8CJ . oc . Decks 911 Rd Approach fee ,�,,,0 FIC�S11 k Commercial TOTAL ( //'j 'O • S`. Industrial 1O7_�p Receipt# Co2 S OtherC (� co I ash/Check# O( 50-13 Total Valuation: i C3 ' Initials ?12-43 Or Date q (0 4t-- Estimated Cost. 11 -I ( y©OCR If within 200' of the o eline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,ind ify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as result of or in consequence of the granting of this permit. I further agree to provide ccess and ' h of en :to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of err to the appli ant prop ;or structure shall be requested and shall occur during regular bus mess hours. Signature: 5 Date: ~" 4 OVER 1 - FL H 0 ME\PLNCNTR\INFOBLDG\FORMS\BLDpermit4pplicadon 11-8-01 4 4.. , ,. PERMIT # OLD effIlik° JEFFERSON COUNTY k41,4, DEPARTMENT OF COMMUNITY DEVELOPMENT• JEFfERSON CO�Y DCD 621 Sheridan Street • Port Townsend •Washington 98368 O 360/379-4450 •• 360/379-4451 Fax ' http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# ( \Lt Ok{. - 1 ( 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, 1 applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submi 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 th site map. COys%!1_G/GT 4 5,..11 e../r_ 'C4~e 4..Y ie..."Z s, AC.+.t.•E o.✓ 454 c,* e9.� T�'/L ZS La:S . .7- 4..4/2r',t1 T Ss.4P�S. AP#iZ Cr.C.v A2,CRS e, /.c'i4cq- ,L,or- w,,,_. /3.4. AP/0..C6.frr,..rs1 rW //3 d F 7-4iC s•Zir a. )1 J C L.o Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 0/,5 .1.J/c.c. ,5,C. ,•v,,ec a f4 erg ,'.4 . S.r - /*J.4 P_ S4'4 4•7G t- /I/.o.-i cc/6 7- Zors W.cc_ /3CC. j:oi 24. l .ri 3 1 $/ 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. -r q, - a.n/r' 17L-•4%.T 1404S a r�£••e eo,+t.rc.Cr,c-r CL •dr4K- . Z0c.) vrc..r.4.ea.✓ uiar-.c..n .B.f 4-✓ ,,:r.x.4...i'.G elf d'4' iq,rX I ` 5.6 Sir. SG&3 /3.eea..` ` 4. Describe the existing soils. Indicate soil type on the site map. -7 "Aia` ,v,,2,E PL.. .7- 's,s rs o .4 VlAY SAt"✓c7 401'4 Gon/S. ict../c.7- 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. 7 q,C.. S,r,C, fJ.B.v.r //6.E7' e-g. .c_ r/Irr.Cr i S:-a e..- c.,•a r.C.e ,.J 77.e.><.4.r.aF.p. i/1.Co/+lt,rf CND uric r 12/7-c a Es. /Vo i1i ua4, 404 T/E.G i.v 7--"IA-A'- A wY Dre 4,.v S lti,,4 c_ OA- PZ j T/a c,T.1CO W/7/-f S/Z.T S o c. .S AN, Ceq•CC iC/7 44N A 12irGt Uz-.i.C. A AS/l, 6. Describe any excess eve s o ;to a or activity: 4/0/J4 .a�.o/.•��, X- /LL 6,4-- FieI;4 t /0,44.,//#✓45 ea,rz/iq g0z.r S IcG.C., .51a10,4WA4/TBER OLANYv"-&e. ears, No,sx- /ix: /tiA,t 44,.. 5.4 r..s .E7 c-. a F E B 2 2 2004 stormwater site plan template-rev.1N1`2003 JEFFERSO OU y e DEPT.OF CO, DE F. OP ENT SIGNATURE. ^ _ -- t: 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. �--e TS 2 3 Z'/ Z 5- fp Z 4 Aar,: L.oc.a r-Lv c-o sic' P.ectx/.•r,,-r c5F A- GATR c,o y S s i R •41�, 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.). A,OJAc,rlJ7- L..A .AJt7 ti S43 A r WG s/A.) r-4,si i trr Rtzs.s7�F•vc � �S>--ta 1 /r A aeri4 - 3 0 oc.kJ' c, vat' j Nr /4! 7 .twAY I.twY ! Dy 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 S 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. `r'14r� S��c-S .�aK� valcy f Czv/ous SILT wILC- br /AiSrec,c,E' , I ALL G.41C.r. rSA.g 1`0 PRCVrNT GoiVyvk) A-r7N4r 57-12E"4..w1$ ITN Pt AS WrLc. .4s 10 snac..c.nr, an/ pn/ A1-4._ / Dewhl sLoPr 44E ,3 v..1ir13, Aro-fgoPKi/arit. 5'/LT- FJ`NG=_ 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. %Cs Mt"rt rAtzt _ AJJD Goff.20L /.1LC. t7/Sryeei£D I .AAJb Ar4O pg Viz-i A.Y G on/TA y*+r Aba T Po"./ 7-4 A u N AI E S`' s Tier•s..A 3 0 2 /144.4 I r E4. 5_ 12. Describe the flow control system. DLO cc) i2.2...TJZ ' 1.4.)14 c_ 15 iC. M r n l i 14A-k 7 f }' i 14 Cam- N S of �l.a Y / &i L$ r r-J dif/4-_ 7-0/4 not: Cei tr.:S 64 Q6-wAibf i c c $[.oP Ta 9 C vjNr AA"y-�. ' ri2o ,en/ d.e. W 4.SA/ f ; FE8 8 p jji • • stormwater site plan template—rev.10V1/2003 s 6 dd a 13. Describeeth9 water quality system. {Ac.L4a.TrZ re. Ili F'12UV117�+7 - ! V LaGAre._ klA'I 1 01STr21Gi €_ 14. Describe the conveyance system analysis and design. FEU T8 2004 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. itcLL $/TfE3 IA.1 1 LL 14AVr lkth/1AAk_ 1713TY. .CCA../c.. Lt+,GL ST.a Y p sv /�.ve-M.. 1 ' Jr lii $/T�_ 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of th Uniform Building Code. /Vl l.'/wt N .Lei S T'c f3.�.a.e•^let S d/LT., 17. Describe the proposed surfacing material A- • 18. Describe methods for restoration of the site. .,La-w imP.ocT' 7-p �.v.0 s,T,eE %jack.. FjL .(. ' e4 cC°° 491I./\t. i , 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. Jr 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. /4/4 B 0 4 - 0 077 stormwatersite plan template—rev.10/1/2003 JEFFERSON COUNTY OCD ' 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 wilt 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. 712i-.A r' /5 a 2 /2 v F'€3r( v-.✓ 2. Establish Construction Access. oNTiGsrcr,dh/ ,QGG/Z. .s ,dam i crA 1tr/S14et7 o4/ ,4 C../ S,7)(_ / 'LAn/ /w! care coi.IS:2ac.rTr„/ FLA0./ G.)iZ i7ct AL ?' 1-s r a'/IS oiu•a VO N c�..�. o�F o>c r-14 r f x/s.r.". 4 a4o•w; Th /4fi.v/rot tar 4#'c Cd.•+Aaic-04 04.4r j G 2- /C .T/r,,c-- .QH-v rcif" 3. Control Flow Rates. �Ld 1-J 6cJ/c.c t /11istileit/zrCj 5Tf�.4frZr71G.o.c c.}� {/LAc;Nc I.14Jor, ICS c/0e j,LVrs"CT i7t"rr..t4 4. Install Sediment Controls. S1GT ��.✓c�C,S 1 t.L ac. /"157.n L G rfi r:=• d Al A L-L Od Acl^14/L L. SLer0;:a AAl A26l7#J/2 C/e/T' G.a c. RIZ* AS_ 5. Stabilize Soils. ISSc-1- j o/C S T4 L/2As.r/a") c.G. 6r tsi roirLr<4 aAJ GdfS Z (a /Z ? 3 ‘./. TN ,(Sr vF rF1ri ILL- T IS' /Lila 4.7-7vac r _S 6. Protect Slopes. /n//2/c.a.7- 7 OS SG 0s"l'5 ,a.t/O f T .4.3 A/�c.-�-SS, Y 7. Protect Drain Inlets. S/G7— SOGJG- ss '/Gc tfiC /�✓STi4GLrl� O (14 q 8 stormwater site plan template—rev.10/1/2003 FEB 1 g 2004 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. ,,q: rzixyt9 cn,rGrrs 4 Np PiQu T-/CT- y3 `P /N 5 3,4 o c.,.✓ Gj y44 P L�.a,c,r sl�vp T/c 7— , /p,evp,2 rrE Loc.r-krroiv5_ 9. Control Pollutants. �rs.C,Cr! 6 co I% r 13A1 5. ..C7 ,ct c. (5 1'Nr(. F/4541 dl= / 5Ei7, flrt✓:A 7,e-..J 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). '4 • 11. Maintain Best Management Practices(BMPs). "/1-3-i ✓e„eoT.CGT O,24,.4.0 c / Goitt/l3e"o "OL-C.u%A,vTS PA-5 '4.1/i4 Go vc.Grr.C. /e'.' c<..E Ay,.v err.,T's / Tc. 12. Manage the Project. o r/ .et l7,41.I L- -' 15AS IS 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residentk areas, roads). S GC_ 93/r GG•L/ZI�G7-L�' .CC.-C.. /L/�i ri�G Y o r hr•C Do4.1"1/ c.C_ S G0i AO acC%%.) j 4 .4GL G,QiTic.a L Ai2�A.J b. Description of the downst eam drainage path leading from the site to the receiving body of water(minimum distance of 401 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. <,o t2J •ac r " — c3 Z, 3 / Zy / Zs 2 0. 04 - 0077 stormwater site plan template—rev.10/1/2003 9 JEFFERSON COUNTY BCD b. Description of special r uirements 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). 5. Construction Phasing. a. Construction sequence GNT f/o'C .0c2)0e, Fro 4..jCJarer../ duic7 I=d[/^rvukTra C0nr5-7teucT I4cP136 ,L.c.�.i✓Sca0.� GC_oSrLbTt 4.',7'A! Acc AZ2t)S,eQ itiG34,Sw2'S b. Construction phasing(if proposed) it 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. S4.+s, AS SA. 11. Wet Season Construction Activities. a. Proposed wet season construction activities. So*ovr/i' s .AL b. _Proposed wet season construction activities for environmentally sensitive areas. �.v.37'.41c.� Ac t_ g00O.00 ti€.01 NiCrC- i tJ� SaN$i7 .VC /4-.2< 4, 4�lJ f dn/S�2�tu A C.coG 7,M✓G, S�.. 7. Financial/Ownership Responsibilities. a. � I�deentify the property owner responsible for the initiation of bonds and/or other financial securities. V4. G•Qn ie b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. �� /-o'- . Z. C.. 8. Engineering Calculations. Provide Desian Calculations on a separate sheet for the following,if applicable. • a. Sediment Ponds/Traps. b. Diversions. ,/A- c. Waterways. N4.-- j d. Runoff/Stormwater Detention Calculations /VA- f` tormwater site plan template—rev.10/1@003 10