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HomeMy WebLinkAboutBLD2004-00075 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00075 SITE ADDRESS: 132 GEORGE LESLIE DR Issue Date: 02/25/2004 PORT LUDLOW, 98365 Final Date: 06/09/2004 APPLICANT: GE LAND, LLC PHONE: (253)826-4261 1125 57TH ST E SUITE D SUMNER WA 98390 SUBDIVISION: GARTEN ESTATES Block: Lot: 19 PARCEL NUMBER: 952900019 Section: 34 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE UNIFORM BUILDING CODE 1997 EDITION. OCCUPANCY GROUP: R-3 UBC TYPE OF CONSTRUCTION: 5N THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 06/09/2004 BUILDING OFFICIAL Al Scaif el#7 "141111-' 7/Z/OY Date I:\F_BLD_Occupancy.rpt 10/29/19 o il MLA04-00073 BUILDING PERMIT APPLICH PION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00075 Received Date: 2/9/2004 SITE ADDRESS: 132 GEORGE LESLIE DR PORT LUDLOW, 98365 OWNER: NEW HOMES LLC PHONE: (253) 826-4261 1125 57TH STE STE D SUMNER WA 98390 SUBDIVISION: GARTEN ESTATES Block: Lot: 19 PARCEL NUMBER: 952900019 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 2/18/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 938 VALUATION 163,000.00 ADD'L: 1,351 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 400 CONST TYPE: ,\mil SETBACK: it H DECK: 110 BANK HEIGHT: SEWAGE DISPOSAL: ,(('ON WATER SYSTEM: 'E'er PUD PARCEL TAGS: YES NO BEDROOMS: .Rrif BATHROOMS: STORMWATER: YES NO AREA Exist: ii Exist: Wetland Erosion Prop: X' Prop: 3 Seismic Streams Total: 3"..11 Total: 3 Flood Way Floodplain Routing Date: 6 F&W Landslide - ( � Rp Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,346.55 KAS 02/09/04 65542 APPROVED State Building Code $4.50 KAS 02/09/04 65542 Potable Water Application $52.00 KAS 02/09/04 65542 FEB 2 5 2004 Total: $1,403.05 Jefferson County Planning &Building Department l,e0 l 64 1 Jefferson County Department of Community Development r "'; '4-: 621 Sheridan Street,Port Townsend WA 88368 13601 370-4450 t 0 l i� i prmot100 ' ram .. ' � � Cn . . , Project Description: r Cp 94 Buildin T e: E8 Project Type: Frame Type: Sin le Fa 00 Garage Attached/Detached Addition • ,tecl 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 System (Electricity Oil Proposed: ZiS Proposed: — individual Svi Woodstovc Propane Total: Zt S. Total: Z If not sewer,fill out out the following: Heat Pump �onventonaL 1 Alternative Other Permit# SEP g<— Co 3D1 Water Supply: ?� _ Private well Two Party Well Public:Name of water system: �W't 6 u't Square Footage: For e/ Coor Office Use Only `r Main Floor / U / t 2-32 c-q- Consistency Review 4T-0o 2: D Floor ( 3.S( Ili g&' 5. Go Base fee (�j Lf 'S7- 3rd Floor Plan Check fee 4 9(4 202>4--2_ Htd Basement State Surcharge fee 4 ' so Unhtd Basement / Subtotal R D et 9 s OS- Garage/Carport 4� Pot Water Review fee Es.co Decks 911 Rd...A2 roach fee ( f►JEa1tt/cA'llc Commercial TOTAL I O Industrial ��"" 4c-ka,... Receipt# � - z. �� Other W�-c1 t I 0 �07" ash/Check# Co I, X7 5 Total Valuation: ((0&\VW'.- t �aInitials a-p� . Or (-----(P; — Date �1 l,( © 4 Estimated Cost: l 00r) i If within 200' of the Shore 'ne, 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,inde 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 a a result of or in consequence of the granting of this permit I further agree to prosid access and ri ht f entry Jefferson County and it's employees,representatives or agents for the purpose of appli tion •iew and any required later inspections. Access and right of en ,t the applic t' ropem r structure shall be requested and shall occur during regular business hours. Signature: Date: 1 < 2.07 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermit3pplication 11-8-01 , , l 1" DEC,,,,,,,,, '44i-':„T :40-y2:41 ii&'"t-'10 r 8 20i1J3 / 39' / / 11'-10" / 15'-2" / 12' / / 4'-9" / 3' / 4'-1" / 5'-1" •:PORCH" •! .5' X3' Ear \ LLLLLLLLLLLLLLLL LLLLNOo1 LLLLLLLLL LLLI LLLIQLLLL o+ 1LL112'6"X 8'6"-LL LLLLA to LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL \ \ \ � " ' LLLLLLLLLLLLLLLLL L_ L L 3050 LLLLLLLLLLLLLLLLLLL \[—,..\ L44)16"SHELVES CLLL4LLLLLLLLLLLLLLY LLLLLLLL; LLLLLLI 1 I i I I LL LLLL LLLLLLLL4 }, LLLLLLL freescandin ILL L d,LLLL LLI LLLLLLL island LL L ti. ILLLLL LL1 o+ 7.4 Dining LLLLLLL---134-•--ILL Li ' „LLLL LL LLI v, '" ii' X il' LLLLL'Kitchen LLLL oL �; �' LLLLLLL m O1 LLLL.-,-ram LLL4 __h�L ►t1 kLLLLI LLL16'X 8'6"LLCLL;;L I IV LLLLI &, c L' ' 'LLLLLLLL L�►t LLLLLLL O REFER �m'11 �y Ili . L L IW^1 BLW39/4230 till) \ - LLL 7,veL M MIMI m Family Garage 15' X 23' F�/� 19'6" x 19' \ _ • ry19' O `, ___ 0Concrete slab is 23" o, Ln x � from main flr, • : 3 16' x 7' O.H.D. N L L t LLLL - I' L' ' ' LLL • LEA-■, • L 6'6"x 6' \ \ LL LLL .° 3050 L , \\ L a MII • X \ \ 2'-8"-r` / 4'-6" / • • / 17-9" / 21'-3" / PERMfl # BI.0 1ST WALLS, #1 0 4 _ 0 0 7 5 trrrfRqIN COUNTY uCL DRAWN BY:DW New Homes, LLC Oelect New Homes SHEET: CHECKED BY:DW 1125 57th St. E. #D plan 2289 5 DATE 10-21-00 Sumner,WA 98390 SCALE: 1/8"=1'-0" (253) 826-4261 3 BR, Den, 2 Bath 1st Walls Finishes of i X:\Templates\Select\Drawing7:dwg,11/14/2003 2:31:34 PM,TOBY 40 12?" : - " ' - 401 4 4 / 39' / / 11'-10" / 15'-2" / 12' / / 4'-10" / 3' / 4' / 4'-6 3/4" 1, 6' 4'-7 1/4"-74 \ I m...,-. 6050 1. r, / 5' S 1/2" / —, I. \ \ \ \ 3050 Master LLLL LLLL 14'6" x 17' LLLL 'tw LLLL , LLLLLLLLLLLL o Sitting O 'se_LLLM. Bath LLLL � 11'6" x 9'6" LL'11'6" x 9'-LLL O1 _LLLL`LLLLLLLLL O1 _LLLLLLLLVi?BLULL .L 30 eLLLLI. ,1 LLLLIKNEE y‘ (4)16. �� 12"Shelf . \ 668 shelves sB� ni LLLL ,� N Bedrm 2 LA \LLL'X - W.I.0 o 11'6" x 11' `_ LHall Bath- 11'-6"x 9' M O c a o c L'6"L 9 LL L �I M ,'", M d7 LLLLL rs n ' L 12"Shelf 3 shelves 40BP A O N\ 406P OC r— r1 N y Bonus e'i- �1/ J 12' x26' N "3Bedrm 3 / (approx.) F. *R2&R4:2050 ;_, g 11'6" x 11' *R3:2030 ., O 3050 3050 2050 • D 3050 2030 l, M \ \ \ —.... 4. / 4' / 3' / 7'-3"• / 3' / 4' / / 4'-6" / 3' / /-2' / 3' / / 17'-9" / 21'-3" / "II 1 MIT #38LO 2ND FLOOR; ROOMS & FINISHES 0 4 - 0` 0,.7. 5,. JEFFERSON COUNTY OCR DRAWN BY:DW - New Homes, LLC Select New Homes SHEET: CHECKED BY:DW 1125 57th St. E. #D plan 2289 16 DATE:10-21-00 Sumner,WA 98390 2nd Walls; Rooms & SCALE:,1/8"=1'-0" (253) 826-4261 3 BR, Den, 2 Bath Finishes of 1 X:\Templates\Select\Drawing7:0wg, 11/14/2003 2:31:44 PM,TOBY BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00075 Received Date 02/9/2004 SITE ADDRESS: 132 GEORGE LESLIE DR PORT LUDLOW, 98365 Issue Date 02/25/2004 APPLICANT: NEW HOMES LLC 1125 57TH ST E STE D PHONE: (253) 826-4261 SUMNER WA 98390 SUBDIVISION: GARTEN ESTATES Block: Lot: 19 PARCEL NUMBER: 952900019 Section: 34 Township: 28 N Range: 01 E CONTRACTOR: V G LAND LLC 1125 57TH ST E STE D PHONE: (253) 826-4261 SUMNER WA 98390 Contractor's License: VGLANL*972CQ Expires: 02/18/2005 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE REQUIRED INSPECTIONS: [ I SETBACKS: 4' SROigG7 [ ] UFFER: /VONE [ ] Footing: 3/B/ i [ ] Foundation: OX 31/L�o4/44,0Ant a/,I„h s [ j Underground Plumbing: hop" crEkrib)) %R e-Ncu f>K 57z7/o4 Underground Insulation: [ ] Shear Wall : E SHEAR dle iileou iss 4/i�o41# [ ] Framing:el 4/6y f 1 Plumbi r6K 4/ 4/4L i [ ] Propane Tank/Lines: [ ] Insulation: stt , 1,, f 1 Sheetrock: e.< [ ] Septic Sytem Final Approval: — f 1 Road Approach Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval U>_. 4P5 4- Br v act4 / '74.HEALTH DEPARTMENT AND PUBLIC WORKS ALL REQUIREDPRIOR 0 FINAL THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED INSPECTION 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 • • SPECIAL CONDITIONS FOR CASE A BLD04-00075 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 1711 square feet of impervious surface and 13,283 square 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 dated 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. • 13.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any 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 fee. 17.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 18.) The lot was created through the Garten Estates Subdivision on February 14, 2003 under AFN 456764. 19.) An address of 132 George Leslie Drive, Port Ludlow has been assigned to the lot. George Leslie Drive is a private road (P581). 20.) A septic permit (SEP03-0309)was approved on January 30, 2004. 21.) The lot has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Plan effective August 28, 1998. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 / • \ 810 o �� � - _ - -,�..�� ,3,_ -(ck PER , # \ ,/, .,,i11.. )..,..,:cLI , 1 \ .44 Ilttlil\- :6';'`,,%40'il 1 litit .r,c, \ /'/oW -II -f'V NYDC irk, <,/e( ,',2 . ' :II l• • ','I V ii : I i ip„/ , " c,,t \\ li •• • • -. :: 1 .\,(4.L. t i �� J 1 1IU i ' [ .,A- �,\ \G,<(,- / 41.1 \x„\1 irfli ji 14P or6>/z• - 7 ,:,21 • ut;1,i Obi 4.,--1 \ / C, NIi\„,,,„..1 I,-... 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Wd 9b:90 8fl1 POOZ-tZ-88J PERMIT # RID . ,sONc� JEFFERSON COUNTY s �! 7 aj ANL 444DEPARTMENT OF COMMUNITY DEVELOPMENT JfFfERSDN GO 4 ji 4. 621 Sh `idan Street • reet360/• Port 9-4 51Townsend•Washington 98368 UNTY. :CD http://www.cojefferson.wa.us/commdevelopment/ :r STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# r L 1 n y "' /3 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, applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to subm 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. Co-vs;-lZeic.7- 4 S•#vy, /.4...s.c.p- /ems s./1.c.•..t...E on/ .64 cf' ,, 7Wcc ZS L6:5 .4 7- 4..4.fZ7 t1 ,Cs'--4:47•,SS- AP-cric7:ev A2of- of !.4.c.tt- ,L or" 4.'.4..c. 13.‹. A/r/0.4edxi.•r.44 TGY /,3 d F TWA. S/ZJE' o. T4 C L.o-, . Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 7•//S Alt /S/C /►+'/,''car o>tl I:CA . S•roc '0,4 . SG,4 47 .t- /O , <# cc/GT Lo7-s i..//ct: /5C j.:oi Z6 l ZS- 3r i 9 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. -rrn - lZn17"-iiee. /7-AT PAS .g r.E-le. eo mil oreacricz-r Gt .aitiz" . Low vr4/7-.tT-.cs.✓ war-rc...n .sA' 4•✓ "rr:xa..,..eeG e� (i'.r.r ) I ` 5:- =r.0 S. SG etarc.tx /3.eao- '- ,„ 4. Describe the existing soils. Indicate soil type on the site map. •7 '.'//‹.. Tr -✓,-./2/E PC..vr Gi's,s r-s o -4 1.4i2}' S-4.✓.1%'p G v,N Go•a/S.6r a.✓c .- 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, II applicable,and indicate acreage of each. 7—heir 5,7-.C.7 .0 e...•r 1.6•e P w•<4.c_ i Aia/tr /J' 40" S:.q wv/.r. v Gj t. /�fT.e�1 . .STo.e..._ Ld-CT.�ie /,I 7 i -4.T.4? T/`IoA-4 CNG t!/i/IGT PITCH Es� / o 1.,/y^44-),✓4 t..).#4 7iCG /-✓ 7-.4�,.t. A/✓Y /7r2,4,../s w,c 4_ OAc P,Zv TFt:.T.C4 W/7/4 SiG7- .y o c.k.5 AA G,.CGACI7 Si/ A /2A-Gi4•1-AR. AAS/l s 6. Describe any excess levelscf-neiee-ejecre•Fate41454140-124GpOsaci.usaaar-activity: a10ii4. Q"i2,.,,w, Go AP,' ' S VEY'.Lt- _ , iC Ago"a►t .rtd64/,•✓ G/iT7)/111 No c..4 S /coot. '15?/-v WA1I'Fgri A c. Go.t/Si. No.S/' , : /(IA/L 4,, 5.4ws .rz"T'c.. FEB 2 2 2004 stormwater site plan template—rev.1tY112003 1EFFERSO COU,TY ' DEPT.OF CO, , , Y DE .LOPME T SIGNATURE: -- 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. J—o rs 2 3 Z'V z S- ; z 4 A/L£ L-o c,a 7 0' i s.c p.2aX/"1I re 6f A GA T',�tGpo r S s.-0.Z 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 as)Acl,•i7-- LAAID 14Sr3 .q Wd 5 i 02ES,a.Eivcqc' G,.a,CTic.•.) /Zs>.ar- Js ,r ,0 6e74T— 3 C5LocY.J afF vtom' i 7lr 1-11414war trwr I eq 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. Ft- 5614-S 1e.R V a ACY Pff4viotts 51LT S ocJ-3 WILL. 15rc I1•1Srgt.c..e' , Iyu Ai-c. GArc. i o t'RE V �vr GOnlr'Arhu JA-I-,&( 57-72E#1..was �ITI.\ Pit .rp L.IAT I� 1 A.S WT2L< AS /AIST•ac.c tar, a,./ pn/ ALc_ 061.0".1 sLoetzt2 g0.Egg ' 3 r ► Vi2oPKi' rtE. 5ic.r 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. o Mi*Ji"AtZE. .4n/0 40iJ Wu. /.1i- 17/5r4l.ei£0 1.—ANC7 AIWf0 7"a P>21Z Vre‘i i A w I" GoNTA.-+�i/n/.v T'dot/ "id A A. 12. Describe the flow control system. 7 1_Ow tLc- i5 MiN imALi€.0 13}' I IC uST AA% Y g4_iL.$ i ist_._- it4JrZ_ S �s O#4 �t3wnlN/ c-c SI- P..! j ra f �ZrE t).Civ ANC I r.¢as'e.,/ d.2 t E f � p � I,t}11 stormwater site plan template—rev.10/1/2003 F E B 48 200 6 13. Describe th9 water quality system. I,c.L4a.TY,'L 11' PioJ v, j7 ( ' F }' LOc S-_ ki&T-rirl I01 ST$21c 14. Describe the conveyance system analysis and design. , 1 P MJ1 Q D 04 - 0075 JEFFERSON °'OUNMY DCL 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. of,C..L S/77E3 I J t t.c. Id A.VIZ rtAl/%/„%1i,,.` V,STurccs. -" .F� A n/.e7 /vl AO-A..•CA AuxcL ST.0,- pia• A--.4.c..1.1. ,6"X'STii11Cr SirE 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of tt Uniform Building Code. M)"1/ntsi C Go,.—S T"Q f3/E-4-,.,/CI Sd,L3'. 17. Describe the proposed surfacing material. �Y i 18. Describe methods for restoration of the site. .L a i-w.) /m/°14:4"c.T T-D 7 ..0 s,7 �.a c.1G Ft[.c.,f! A cc o,¢.010vc, 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. JC ` 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. /V4 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- stormwater site plan template-rev.10/1/2003 4 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(BWPPP) 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. 121-0:• r /S .4A.g.rt a.o /2 v Fd iC G S roe x i c.TI vA./ 2. Establish Construction Access. Go�r�ii�acr'id"i c.rrrs W cL f1 rf'-..5�-at?G/saEel eA/ Q c-sF S ALA.✓ /Ai ccr/C caa.IS;2tecTeQ PLAs.d GJa: G /qa 7- ?- 145 oNa c VON D 40e 7%4 tC /X,37 /4 ZO.ap; /4 /A-1/AlPfs r✓ AI es,1c. Cc .a S 17,1 /4H-1./ 0ff,1- 3. Control Flow Rates. G c Lcl �.o T'Y Gvi c L, z rCv 77/4e..41'r 4 r c,a,c, �LAci J4 uAY t34,cs /..J ' 64, GNLVr%i T- ,C,f l 4. Install Sediment Controls. LJ)L.L.. a / .)s -At GG j 4.t/ ,a.L.L Qd Zt!44I LC_ SL e600.C' - A.AI A 2(Tlf c,e/r'c.' G /}I2.�4S„ 5. Stabilize Soils. I SSylzJ O/G S 7.4. LIZ . i..) SD 1st, Gdf5 Z 4 /Z ?/ 3 c(_ //4' tZ7 S 7" t� F T N rC (�L.J•t- 13. 6. Protect Slopes. /n//7,c.a i'C TaOS o SZ o1170E5 ,a,t/A f, . T //CNG,, A S 7. Protect Drain Inlets. S/GT SBGtG. -cJ/GL 6 /�/STi4GGrd storrnwater site plan template—rev.10/1/2003 8 FEB 1 8 2004 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. Ce //%C cf i A/A, ozf7 '7LL 4Np 7/ (i77i CT- /AJ s7 /-44}' 6;4/c.r st•vp TitT j=�'•vc,� ,aJ i Nr 9. Control Pollutants. �/Lrf ,C.t7 6 Y /1/, P 3A /c.5 3.4cX Z' QS'' J�/L.T .fc mot/c �5 �d /zr.-�...•it,� 7 I (./i l�Goc.! o/= / SrEi anri�✓i 4T)'a.2/ /is/Td rTc„. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 5/jz s, /fea7 c.7- •l sCi; � Go HTi�o �OLGUT to.", /�.�s e4,y, GD�Y .G SL u.ej- s�Tic FOB C.t•-• .q.v CSZI TS 12. Manage the Project. or/ .4 I LY 6 A s is 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residents areas, roads). «� roc^ice S 4-'iG L Ated,Z AGGo/Z /'"4rG fr ate/ 7H•C Doty lNic-c_. SGoie:".<_; '40J ACC.^-1 j'a Ae.c _ G.€, /q,2js•a.J b. Description of the downst eam drainage path leading from the site to the receiving body of water(minimum distance of 4C yards). � 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. ‹,4.�� S?/L�•a�rL • .4OJ - i C Jo Ty 2, 3 zyl zs f Z 6 161 stonnwater site plan template—rev.10/t/2003 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 G!1T I/O 4E5 de 1 0 4'Qv r-f 041c17 d(/NDA TIC�v Gone,-7 U cr )40 kf, y GL.o3i` a.v 4.a 6v/a-.-/ �at /zrtcs, Q Aficatste2,CT 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 schedule. 5 4 M,C AS SA. II. Wet Season Construction Activities. a. Proposed wet season construction activities. 5.4 „a_ b. _Proposed wet season construction activities for environmentally sensitive areas. u .Qt_c._ APOQO /AT Mir. iU•C Sack'S/Tiv/C 0,42-.4,$ iQ et.)•J b#VSe rexi A cc.O.Cv,'GY j d Ste. 7. Financial/Ownership Responsibilities. a. Ilentify the property owner responsible for the initiation of bonds and/or other financial securities. V� b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts.. /-4a.4.rS LGG, 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. K/ b. Diversions. c. Waterways. N4-- d. Runoff/Stormwater Detention Calculations /VA- ,N�. ormwater site plan template—rev.10/1/2003 10