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Home My WebLink About20191467 Ver 1_B5323_PermitDrawings_20191024_20191029k Ijh�t'EIV North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 46037.1.1 TIP No.: B-5323 County(ies): Granville Page 1 of 1 General Project Information WBS Element: 46037.1.1 ITIP Number: B-5323 Project Type: Bride Replacement Date: 1/31/2019 NCDOT Contact: Galen Cail, PE Contractor / Desi ner: Reid Robol, PE-VHB Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Address: 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email: cail ncdot. ov Email: rrobol vhb.com City/Town: Count kes : Granville River Basins : Roanoke CAMA County? No Wetlands within Project Limits? No Project Description Project Length lin. miles or feet): 0.132 miles Surrounding Land Use: Primarily agricultural land and rural residential. Proposed Project Existing Site Project Built -Upon Area ac. 0.5 ac. 0.3 ac. Typical Cross Section Description: 2 @ 11' lanes, 4' shoulders 2 @ 9' lanes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1040 Year: 2025 Existing: 520 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project B-5323 involves the replacement of the existing NCDOT Bridge #143 on SR 1442 over John H. Kerr Reservoir. Bridge #143 consists of 1 @34.9', 1 @45', 1 @35,, 1 @44.9' timber floor on I -Beams with timber caps and piles. The proposed bridge consists of 2@45', 2@55' 21" cored slab with 4'-0" caps. The effective FEMA floodplain mapping indicates that the proposed crossing is located in Zone AE and was studied by Limited Detail Study methods. No deck drains are required for the bridge. Surface Water Body (1): John H. Kerr Reservoir NCDWR Stream Index No.: 23-2- 6 NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: None Other Stream Classification: None Impairments: mercury H Aquatic T&E Species? No Comments: NRTR Stream ID: Johnson Creek Kerr Lake Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? IYes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) VA 723. Shlney Rock VA 727 Road Henrico VA 725 Road Wllliamson Road nRGINIA 1441 14 1443 NORTH CAROLINA Propus Dave Har Davl Wlnsto rY Wilkerson Road Road Road 1451 JE T 1444 Jack Yancey L/ Williamson Road Road 1454 O CT eorge Ruff 1431 1442 Road 1443 Grassy Dave Winston Harry Davis Creek Road Road 1443 Road 1431 Harry Davis Road Grassy Creek Road 1448 Pittard Road 1446 1437 Tilly Charlie Road Winston Road Grassy Creek Spew Marrow 1445 1445 Herbert peek Herbert Fa ette Faucette ad Road Road VICINITY MAP OFF —SITE DETOUR See Sheet 1A For Index of Sheets See Sheet 1 B For Conventlonal Symbols 10\45�, � vp) SR ARE STATE OF NORTH H[ CA RO]LLINA PERMIT DRAWING DIVISION OF HIGHWAYS H WAYS SHEET 1 OF 5 GRANVILLE COUNTY LOCATION: BRIDGE NO.143 OVER JOHNSON CREEK ON SR 1442 (DAVE WINSTON RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE St RA17i RO1P� limam O a& �T ro. MLL rams C. B-5323 1 "Am R N" OU "MN& mL7OlOf 46037.1.1 WA PE 17BP.5.R.92 WA ROW 17BP.5.R.92 WA UTILITIES 176P.S.R.92 WA CONSTRUCTION WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 .ION# H KEW RESE"R J" H KERR RESERvgR ,W, P O$ \�P �MMkM MM+Vk V Mµ V/� TO VIRGIN/A DOCUMENT NOT CONSIDERE. RN.L CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES -11 50 25 0 50 100 DESIGN DATA 2018 ADT = 450 VPD 2038 ADT = 900 VPD V = 60 MPH CLASS = RURAL LOCAL S U B RE G I O NAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5323 = 0.095 mi. LENGTH STRUCTURES TIP PROJECT B-5323 = 0.038 mi. TOTAL LENGTH TIP PROJECT B-5323 = 0.133 mi. Prepared in the Offices of: HYDRAULICS ENGINEER P.E. srcxazuRE: Of NOR p O `7 ' s s o r Q !� R T��M E WA R T JST s,.oa„o "`n "'°" gg Vhb, VHB Engineer,ng NC, PC. (C-3705) 940N 1�`e'gPv�z sosL1eSOO PLANS 50 25 0 50 100 2018 STANDARD SPECIFICATIONS ANDY YOUNG. PE RIGHT OF WAY DATE: OCTOBER 31 2018 PROJECT ENGINEER MICHAEL BURNS. PE ROADWAY DESIGN ENGINEER PE, SIGNATURE: RIGHT OF WAY COMPLETE: PROFILE HORIZONTAL ( 10 5 0 10 20 PROJECT DESIGN ENGINEER LISA GILCHRIST, El LETTING DATE: FEBRUARY 3.2020 NCDOT CONTACT I PROFILE (VERTICAL) REFERENCE NO. E SHEET NO. PI 8Qf OW (RT10 - T OO' 5BS (R71 D - 7318' EW D - 5'37' 020 L - X)&4 ' L - 12W T - 5332' T - 625Y R - 750A0' R - Sr - Eidd. Sy ; _ - w Vow-50 MPH ®DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER I '. �0LT TYPE III % � SN �lt1 :-4 / :J:St AB / PERMIT DRAWING SHEET 2 OF 5 NOTEE'EASEMENT FOR RIGHT -OF -MAY LINES' WERE TAKEN FROM AN EXHIBIT 'A'BDNG AN UNRECORDED AND UNCERTIFIED MAP BY W. F. COOKS, JR. ENTITLED 'N.C. STATE HIGHWAY COMMISSION JONATHAN CREEK KERR RESERVOIR' AND DATED OCTOSM 1959 AND REFERENCED IN U.S. ARMY CORPS OF ENGINEERS INSTRUMENT NUMBER DA-44-10-CIVENG-60-125 LINES WERE PARTIALLY COMPUTED AND PARTIALLY DIGITIZED DETAIL 1 SPECIAL LATERAL BASE DITCH (Nato -1I ) Fill .oun D f\ Nei Slooe B Min. D= 1.0 Ft. B= VARIABLE FROM STA. 17+00 TO STA. 20+00 -L- RT NOTE: THE CONTRACTOR SHALL COMPETELY REMOVE OR CUT OFF 1.O' BELOW THE MUDLINE FOR ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE CONCRETE ABUTMENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. NOTE: REMOVAL OF UNCLASSIFIED STRUCTURE EXCAVATION AT EXISTING ABUTMENTS MUST BE CONDUCTED BEHIND IMPERVIOUS DIKE. THE METHOD TO CONDUCT THE WORK IN A DEWATERED AREA WILL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. DETAIL 2 TEMPORARY CAUSEWAY (NOT TO SCALE) MIN ELEV=301' CLASS B RIP RAP NG _ N...G GEOTEXTILE CLASS II RIP RAP ENGINEER I ENGINEER TEWART IT, VHI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED art - - PwuF &saE xmzr s Im sr ww rlamsEF Mms s-/r/N/ s a :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ....■■...■....■■.■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■.■■......■■.........■...■....■■.... ■....■...■ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::I l: ...................................................................................................................................................................■■■■■■■ ■■■..■ ................................................................................................................................................................................ . 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IIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIII■ .............................................................................................................................................................................................■.............................■.............................■ ............... .uuuuu uuuuu u.uuu.■...■....■■...■....■■........■■...■....■ uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu ■uuuu■ ■uuuu■ ■.............uuuouuuu u..uuu uuu...■ uuuuu o..■....■ uu..uu uu..u.. uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu uuu.................. uuu ................. uu■ ■...■....■ ■...■....■ ■...■....■ ■.uuuu uuuuu *Rounded totals are sum of actual impacts NOTES: B-5323 Revised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size /Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 10+45.40/16+89.11 -L 2@45', 2@55' 21" Cored Slab w/ 4' CAPS 0.10 0.41 TOTALS*: 0.10 0.41 0 0 0 Pemanent SW Tempora