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Home My WebLink About20210923 Ver 2_Wentworth St. Permit Drawings_20221006I flush, vav North Carolina Department of Transportation �itt)11114f Highway Stormwater Program' STORMWATER MANAGEMENT PLAN""'`fir (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.140 TIP No.: 17BP.7.R.140 County(ies): Rockingham Page 1 of 1 General Project Information WBS Element: 17BP.7.R.140 TIP Number: 17BP.7.R.140 Project Type: Bridge Replacement Date: 3/5/2021 NCDOT Contact: Galen Cail Contractor / Desi ner: Reid B. Robol - 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: Reidsville Count ies : Rockingham River Basin(s): Roanoke CAMA Count ? I No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.08 F Surrounding Land Use: IForest, agricultural, and rural residential Proposed Project Existing Site Project Built -Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: Bridge: 2@10' lanes with 3'-11" paved shoulders. 27'-10" clear roadway. Road (-L-): 2@10' lanes with 2' paved shoulders (4.25' w/ guardrail/) and 4' grass shoulders. 2@9.9' lanes with 2.0' shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 2800 Year: 2025 Existing: 1400 Year: 2014 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project 17BP.7.R.140 involves the replacement of the existing NCDOT Bridge #SF-780239 on SR 1998 over Wolf Island Creek. Bridge #SF-780239 consists of 4@13' 9.5" RC rigid frame and mass concrete abutments and interior bents. The proposed bridge consists of 1@70' 24" cored slab with 4'-0" caps. The proposed crossing is located in Zone AE of FIRM Map number 3710799500J and was studied by Detailed methods (Pre -preliminary). A stormwater outfall is proposed at the northwest corner of the proposed bridge and a Rip Rap pad will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Informatio Surface Water Body 1 : Wolf Island Creek NCDWR Stream Index No.: 22-48 NCDWR Surface Water Classification for Water Body P imary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? INo Dissi ator Pads Provided in Buffer? IYes 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) G- Cb \ c co a) F L a rn r-) CV O 00 co U) L 4- C (D c O L c w U r4 O U O U 20�a e1206 20%T T- 248 =26 �81 2" 993 , 30 7 2827'_ 20892 1985 i C288 2990 2091 1 7 2089 7 g! 2�77 2724 / C 201 31' .20 1996 19866� 2006 2 2 2 7 • 1998 1997 27 0 .O, 34 1987 28 � 07 ■ 98 007 2�05 1 7 \' 2a 2008 + 0 1713P. R.140 PROJ C� 3 LIMIT 200 0 ryd. 1 98 �aa' 20 41 den 67 20 3 `\0\ 1' 254 62 711 2�65 60 _ S8 2046 C ti 241 .0 2003 c / ♦ m 38 20 3 'S5 2003 .04 6 065 6 670 2413 268 68 2687 2670 2471 12 VICINITY MAP (NOT TO SCALE) 0-0 OFF -SITE DETOUR STATE OF NORTH CAROLINA DIVISION OF HdG1NIWAY5 ROCI<INGHAM COUNTY LOCATION: BRIDGE 1110.239 OVER WOLF ISLAND CREEK ON SR 1998 (WENTWORTH STREET) TYPE OF WORD: GRADING, PAVING, DRAINAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN PROJECT 17BP.7.R.140 -L- POT Sta. 11+50.00 WENT bb`t�Ttl--------- SR 1998 (W NTbII®TH. VTR BEGIN APPROACH �B , / —L Sta. 13+23.00 BEGIN BRIDGE —L— Sta. 13+35 -L- SITE 2 SITE / 4 END PROJECT 17BP.7.RJ40 END BRIDGE —L— POT Sta.15+50.00 —L— Sta. I4+00.00 ---------- TO -------- NT OW N REI DSV I LLE FND APPROACH SLAB —L— Sta. 14+12.00 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 17BP.7.R.140 1 STATE PROD. NO. F. A. PROD. NO. DESCRIPTION PERMIT DRAWING SHEET 1 OF 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT (2 014) = 1,400 ADT (2025)= 2 800 V = 40 MPH FUNC CLASS = MINOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTHPrepared LENGTH ROADWAY TIP PROJECT = 0.062 MILES LENGTH STRUCTURE TIP PROJECT = 0.014 MILES — TOTAL LENGTH TIP PROJECT - 0.076 MILES In the Office of Simpson Engineers & Assoclates for DIVISION 7 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN ENGINEER P.E.www.simpsonengr.com PLAINS PREPARED BY: IMPSON 5640 Dillard Drive Suite 200 E N SSOCATES 919Cary,52-0468NC 8 (919) 852-0598 (Fax) LICENSE NO. C-2521 2018 STANDARD SPECIFICATIONS DAVID SIMPSON, PE PLANS 50 25 0 50 100 RIGHT OF WAY DATE: PROJECT ENGINEER REID B. ROBOL, PE SIGNATURE: HYDRAULICS ENGINEER PE LETTING DATE: v1,1� VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 PROFILE (HORIZONTAL) 10 5 0 10 2I HYDRAULIC ENGINEER TIM POWERS, PE NCDOT CONTACT. DIVISION BRIDGE PROGRAM MANAGER 11 PROFILE (VERTICAL) SIGNATURE: DETAIL 1 TOE PROTECTION ( Not to Scale) C0 FILL NATURAL SLOPE GROUND d GEOTEXTILE d= 1.4 FT Type of Liner= CLASS A RIP -RAP FROM 14+20 TO 15+30 L RT C O1 -C N O_ C 0 O 0 C I +1 N 3 i O_ T L CS' C7 N I�D 00 r- / M 9 C r, 3 10 L C] r-I 10 C N E C 0 L C W W 11 N O r-I Oa C\j0 n O I`rJ = I-)N/ --------------------------------------------- DETAIL 2 BANK STABILIZATION ( Not to Scale) 3.O'min. 2. 0' NWS Q GEOTEXTILE Type of Liner= CLASS II RIPRAP STA 115 + 92 L LT STA 261 +40 L LT I TO WENTWORTH RAW �o CP 0 BEGIN APPROACH SLAB -L- Sta. 13+23.00 BEGIN PROJECT I7BP.7.RJ40 -L- POT Sta. II+50.00 L;ULUNIAL FIFLLINL WMNANY RIGHT OF WAY EASEMENT DB 591PG 686 BLANKET IN NATURE CLAIMED EASEMENT 25' FROM CENTERLINE OF INSTALLED LINES —X -------------- T---- 0 2P BST 0 O1 SR 1998 WENTWORTH ST -- — —------G----- LOW ' WIRE In 80 DEG. ELEV=717.3' 10 3 z L BANK STABILIZATI EST 124 TONS BEGIN BR&°TILE -L- Sta.13�-5!5. LASS B RIP RAP \OES wv S —XTSO I I Q TS _ / -- • .�c // stpu —TS— —S 12' - o D WIRE � DUE / 1 GAT 25' 1 25' �. u `CC/ / a ��e WOODS I / W S / w w / SS X W DS MTL GATE oG SITE 2 .Q�\ SITE 1 2 � - .� m a o� BMI END BRIDGE _ JERKY HARDEN Ao°tio —L— Sta. 14+06.16 MARGERETTE FOUNTAIN DB IIII PG 2005 5 arc �o o M ao 3 U v, AXLE PAIGE HARDY HICKS DB 676 PG 810 WB 14E PG 833 3 w z ao � 06 ti0 0 Ln a- N S M o N a 0 r� 11 12 CAROLINA FOUND R& END PROJECT 17BP7RJ40 VV AIWAWIVVRIMTA —SS �J— > —G-------- ---- TOE PROTECTION SEE DETAIL 1 END APPROACH SLAB -i - c+„ l4+17.00 13 14 15 4 J W MOCARGO LKANA C MOCARGP DB 706 PG 675 JS STREAM NOT SURVEYED. DO NOT IMPACT WITH WORK IN DUE AREA. GPS LOCTION PROVIDED FOR REFERENCE ONLY 16 R/W DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES HAND CLEARING T-YL—SS GPS 780239-2 TO DOWNTOWN REIDSVILLE IG l O RR SPIKE WILLIAM ERNEST SMITH, JR DB 1498 PG 775 17 PROJECT REFERENCE SHEET NO. 17BP.7.R.140 - ROCKINGHAM 239 4 ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER MOTT MACDONALD I & E, LLC VHB ENGINEERING LICENSE NO. F-0669 LICENSE NO. C-3705 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the �/� Office of: M M PO Box 700 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.con✓americas �•;I^il� VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 VERTICAL SCALE HORIZONTAL SCALE 1Q 2r5 Q 2p, 5Q, ■F" T ■�� PERMIT DRAWING SHEET 2 OF 5 / / i 4D� 111 IlIl10115111eff, H, il-/'iti/1I17'1"1"!0i,�, mZ-L_w_-:,IFINOro, -ice C i w X i TS SW IMPACT 48 1 ---------------------- rE 2 �5 TEMPORARY SW IMPACT E 00'� i � M T� r J SITE 1 SW I M PAC DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES HAND CLEARING PROJECT REFERENCE SHEET NO. 17BP.7.R.140 - ROCKINGHAM 239 4 ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER MOTT MACDONALD I & E, LLC VHB ENGINEERING LICENSE NO. F-0669 LICENSE NO. C-3705 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the �/� Office of: M M PO Box 700 MOTT Fuquay-Varina, INC 27526 MACDONALD www.mottmac.com/americas moo.; I�� VHB Engineering NC, P.C. (C-3705) `Y, 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 HORIZONTAL SCALE 6. 5' 6j 5' 12. 0' PERMIT DRAWING SHEET 4 OF 5 F---------------------------- -------------------- T S /,,S-ER V I C E F �- — P nl(w o nw TIN E J O JS STREAM NOT SURVEYED. DO NOT IMPACT WITH WORK IN DUE AREA. GPS LOCATION PROVIDED FOR REFERENCE ONLY 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. A Natural Stream Design A 1 13+53 to 13+86 -L- Bank Stabilization < 0.01 0.01 54 65 2 12+27 to 13+19 -L- 1 @70' 24" CORED SLAB W/ 4'-0" CAPS 0.01 TOTALS*: 0.01 < 0.01 0.01 54 65 0 *Rounded totals are sum of actual impacts NOTES: —Existing Channel Impacts Permanent and Existing Channel Impacts Temp. are coincident 2018 Feb