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Home My WebLink About20210923 Ver 1_Meeting Request Review Doc Attachment_20210504(Version 2.08; Released April 2018)17BP.7.R.140TIP No.:17BP.7.R.140County(ies):Rockingham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?NoneSupplemental Classification: Forest, agricultural, and rural residentialWolf Island Creek22-480.20.08Project DescriptionProposed ProjectRoanokeRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nogcail@ncdot.govAddress:3/5/2021RockinghamReidsvilleGalen CailRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:Reid B. Robol - VHBNCDOT Contact:919-707-6711Suite 500Raleigh, NC 27606Contractor / Designer:919-754-5005940 Main Campus DriveNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DriveAddress:General Project Information17BP.7.R.14017BP.7.R.140Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)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.N/ABuffer Rules in Effect:1400Bridge: 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. Waterbody Information2014NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.2@9.9' lanes with 2.0' shoulders. 2800rrobol@vhb.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?YesDeck Drains Discharge Over Water Body?(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) % 238 248 C255 62 56 126 C288 C57 2463 2471 24702464 2412 2413 2413 2053 2041 2041 2711 2003 2003 1998 1998 1998 2010 2006 2005 2071 20782080 2081 2067 1993 2725 1987 1987 1987 1997 1997 1996 27242077 20902089 2089 2090 2091 1986 2073 2710 2707 2034 3130 1985 2671 3130 2670 2670 2545 2687 2687 2003 2065 2065 2001 1998 1998 2000 2008 2007 1993 2825 2827 2826 2826 .80.28 .33 . 2 0 .47.66.12.08.09.08 .12.12.13.14.10.10 .10.1 0 .80.58.6 0 .60 .17.62.04 .18 .04 .02.55 .25.04.41.22.13 .13 . 7 5 . 1 0 .10 .231.05.98.03.05.10.05 .39 .74.79 .38.37 .68.76 .90.11.49.63. 7 0 . 1 0 .15.15.14 .12 .03.06.09.07 .02.80.10.2 3.77 .08.07.04 .37 .44.22 .30 .38.20 .13.40 .64.28.20.26.10.07.21.07.08.04 .06 . 1 0 .05.20.39 .07.20.79.15 .67 .3 9 .55.0 8 .07 .14.09.08 .27 .11. 0 7 .28W olf IslandCreek SOUTHERNSt.E.Harrison St. W. Wentworth Rd.Nort hScalesN. WillowMadison Sweetwater Ln.Pl a nt ati o n Dr. E. PlantationCir.Holden Dr. 29 BUS .05 .07 .24 Valley .11.27-L- Sta. 13+23.00 BEGIN APPROACH SLAB -L- Sta. 13+35.00 BEGIN BRIDGE -L- Sta. 14+00.00 END BRIDGE -L- Sta. 14+12.00 END APPROACH SLAB -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.140 -L- POT Sta. 15+50.00 END PROJECT 17BP.7.R.140 LIMITS PROJECT 17BP.7.R.140 NAD 8 3/ NA 2 0 1 1 WENTWORTH TO DOWNTOWN REIDSVILLE TO -L-WO LF ISLAN D CR EEK (WENTWORTH STREET) SR 1998 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SHEET 1 OF 5 PERMIT DRAWING SITE 2 25 50 10050 25 50 10050 5 10 20 10 =ADT FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 10:22:55 AMR:\Hydraulics\PERMITS_Environmental\Drawings\780239_hyd_prm_wet_tsh.dgnmkamprathNORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER HYDRAULIC ENGINEERHYDRAULIC ENGINEER PLANS PREPARED BY: VICINITY MAP (NOT TO SCALE)PROJECT:V = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN ENGINEER 17BP.7.R.140 17BP.7.R.140REID B. ROBOL, PE MINOR COLLECTOR (2014) =ADT (2025) TOTAL LENGTH TIP PROJECT = 0.076 MILES LENGTH STRUCTURE TIP PROJECT = 0.014 MILES LENGTH ROADWAY TIP PROJECT = 0.062 MILES 2018 STANDARD SPECIFICATIONS GRADING, PAVING, DRAINAGE AND STRUCTURE SUB REGIONAL TIER DAVID SIMPSON, PE NCDOT CONTACT: PROGRAM MANAGER DIVISION BRIDGE Prepared in the Office of Simpson Engineers & Associates for RIGHT OF WAY DATE: 2,800 OFF-SITE DETOUR CONTRACT:ON SR 1998 (WENTWORTH STREET) DIVISION 7 TIM POWERS, PE 40 MPH 1,400 BRIDGE NO. 239 OVER WOLF ISLAND CREEK Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ROCKINGHAM COUNTY IMPSON NGINEERS &SSOCIATESAES www.simpsonengr.com (919) 852-0598 (Fax) (919) 852-0468 Cary, NC 27518 Suite 200 5640 Dillard Drive LICENSE NO. C-2521 4 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 2 OF 5 PERMIT DRAWING SITE 1 GPS LOCTION PROVIDED FOR REFERENCE ONLY DO NOT IMPACT WITH WORK IN DUE AREA. JS STREAM NOT SURVEYED. SITE 2 HC HC CLEARING DENOTES HAND SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER mkamprathR:\Hydraulics\PERMITS_Environmental\Drawings\780239_hyd_prm_wet_nocon_psh04.dgn10:23:01 AM4/30/2021PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.140 - ROCKINGHAM 239 LICENSE NO. C-3705 VHB ENGINEERING Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 T S 04°26'38" W150.43'S 18°17'08" W233.23'S 74°00'08" W 244.20'S 25°17'08" W14.83'S 25°17'08" W345.00'TS TS TSTS 12"PVC 24"PVC 24"PVC18"DI 18"DI188 .00' 25'25' VARIES 48" WW 21' BST SR 1998 WENTWORTH ST WOLF IS LAND CREEKTO DOWNTOWN REIDSVILLE 60" WD90.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W VARIESTO WENTWORTH VAR. SOILWOODS WOODS AXLE SERVICE TS BL-3 GPS 780239-2 BL-4 BM1 CENTERLINE OF INSTALLED LINES CLAIMED EASEMENT 25' FROM BLANKET IN NATURE DB 591 PG 686 RIGHT OF WAY EASEMENT COLONIAL PIPELINE COMPANY DUKE ENERGY 188' R/WDB 675 PG 585DUKE ENERGY 188' R/WDB 675 PG 585SPIKE RR WILLIAM ERNEST SMITH, JR DB 1498 PG 775 J W McCARGO ELKANA C McCARGP DB 706 PG 675 JERRY HARDEN MARGERETTE FOUNTAIN DB 1111 PG 2005 SEWER A/G ELEV=717.3' @ 80 DEG. LOW WIRE GATE MTL & 1S ELEC 48" WW PAIGE HARDY HICKS DB 676 PG 810 WB 14E PG 833 WOODS GATE MTL EIP 12" CMP GATE WIRE STATE OF NORTH CAROLINA REFERENCE NOT FOUND 15+00-L- POT Sta. 10+00.00 -L- POT Sta. 17+00.00 -L-NAD 8 3/ NA 2 0 1 1 -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.140 -L- Sta. 13+33.84 BEGIN BRIDGE -L- Sta. 13+23.00 BEGIN APPROACH SLAB -L- Sta. 14+06.16 END BRIDGE -L- Sta. 14+17.00 END APPROACH SLAB -L- POT Sta. 15+50.00 END PROJECT 17BP.7.R.140 ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 3 2 1 4 BEGIN GRADE STA. 11+50.00 BEGIN PROJECT EXIST TO MILL PI = 12+50.00 EL = 669.86' VC = 100' PI = 14+50.00 EL = 670.60' VC = 100' -L- END GRADE STA. 15+00.00 EL = 671.06' STA. 15+50.00 END PROJECT EXIST TO MILL K = 90 STA. 12+00.00 EL = 670.23' 10 11 12 13 14 15 16 17 640 650 660 670 680 640 650 660 670 680 (-)0.7400% (+)0.3700% (+)0.9200% K = 182 2:12: 1 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1500 = 25 = 666.4 = 2000 = 100 = 668.3 = 3601 = 500+ = 670.0 = 06/21/2019 = 659.6 (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP DATE: 06-21-2019 ELEV.=659.6' NORMAL WS BANK STABILIZATION ELEV=664.0' EXCAVATE TO L GP ELEV. = 670.30' W/4' DEEP CAPS 1 SPAN: 1@70', SKEW 105 24" CORED SLAB BRIDGE C STA. 13+70.00 -L- BANK STABILIZATION (STRUCTURE PAY ITEM) EXCAVATION = 190 CY TB 2GI TB 2GI 15" RCP-IV 15" W/ ELBOWS SEE DETAIL 1 TOE PROTECTION O GEOTEXTILE EST 7 SY EST 2 TONS CLASS B RIP RAP ( Not to Scale) BANK STABILIZATION STA 115+92 L LT DETAIL 2 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS STA 261+40 L LT RETAIN ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM 14+20 TO 15+30 L RT DETAIL 1 Type of Liner= CLASS A RIP-RAP d= 1.4 FT GROUND NATURAL SLOPE FILL GEOTEXTILE SEE DETAIL 2 GEOTEXTILE EST 210 SY EST 124 TONS BANK STABILIZATION F F F F F F F F F F F F F F F F F F 655655 660660 660660660660660660660660660660 660 660660660660660660 660660660 660660 660 660 660 6 6 5 665 6 6 5 665665665665665665665665665 6656656656656656 6 5 665 6656656656 6 5 6 6 5 665665665665665 665 665 665 665665 665665665665 665665665665 665665665665665665665 665665 6656 6 5 665 665 665 665 665665 665665 665665 665 665 665 665 665 665 670670 670 670670670 670 670 670 670 670670670670 670670670670670670 670670670670670670670670670 670 670 675675675675675675675675675675675675675675675 675 675675675 675 675680680680680680680680680680680680680680 680 680 680680 680680680 680680 680 685685685685685685685685685685685685 685685685 685685 685685 685 685 690690690690690690690690690690690690 690 690690 690690 690690 695695695695695695695695695695695 695 695 6 9 5 700700700700700700700700 700700705705705705705 705 705710710715SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER mkamprathR:\Hydraulics\PERMITS_Environmental\Drawings\780239_hyd_prm_wet_con_psh04.dgn10:23:07 AM4/30/2021PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.140 - ROCKINGHAM 239 LICENSE NO. C-3705 VHB ENGINEERING Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 T S 04°26'38" W150.43'S 18°17'08" W233.23'S 74°00'08" W 244.20'S 25°17'08" W14.83'S 25°17'08" W345.00'TS TS TSTS 12"PVC 24"PVC 24"PVC18"DI 18"DI188 .00' 25'25' VARIES 48" WW 21' BST SR 1998 WENTWORTH ST WOLF IS LAND CREEKTO DOWNTOWN REIDSVILLE 60" WD90.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W VARIESTO WENTWORTH VAR. SOILWOODS WOODS AXLE SERVICE TS BL-3 GPS 780239-2 BL-4 BM1 CENTERLINE OF INSTALLED LINES CLAIMED EASEMENT 25' FROM BLANKET IN NATURE DB 591 PG 686 RIGHT OF WAY EASEMENT COLONIAL PIPELINE COMPANY DUKE ENERGY 188' R/WDB 675 PG 585DUKE ENERGY 188' R/WDB 675 PG 585SPIKE RR WILLIAM ERNEST SMITH, JR DB 1498 PG 775 J W McCARGO ELKANA C McCARGP DB 706 PG 675 JERRY HARDEN MARGERETTE FOUNTAIN DB 1111 PG 2005 SEWER A/G ELEV=717.3' @ 80 DEG. LOW WIRE GATE MTL & 1S ELEC 48" WW PAIGE HARDY HICKS DB 676 PG 810 WB 14E PG 833 WOODS GATE MTL EIP 12" CMP GATE WIRE STATE OF NORTH CAROLINA REFERENCE NOT FOUND 15+00-L- POT Sta. 10+00.00 -L- POT Sta. 17+00.00 -L-NAD 8 3/ NA 2 0 1 1 -L- POT Sta. 11+50.00 BEGIN PROJECT 17BP.7.R.140 -L- Sta. 13+33.84 BEGIN BRIDGE -L- Sta. 13+23.00 BEGIN APPROACH SLAB -L- Sta. 14+06.16 END BRIDGE -L- Sta. 14+17.00 END APPROACH SLAB -L- POT Sta. 15+50.00 END PROJECT 17BP.7.R.140 ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 3 2 1 4 BEGIN GRADE STA. 11+50.00 BEGIN PROJECT EXIST TO MILL PI = 12+50.00 EL = 669.86' VC = 100' PI = 14+50.00 EL = 670.60' VC = 100' -L- END GRADE STA. 15+00.00 EL = 671.06' STA. 15+50.00 END PROJECT EXIST TO MILL K = 90 STA. 12+00.00 EL = 670.23' 10 11 12 13 14 15 16 17 640 650 660 670 680 640 650 660 670 680 (-)0.7400% (+)0.3700% (+)0.9200% K = 182 2:12: 1 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1500 = 25 = 666.4 = 2000 = 100 = 668.3 = 3601 = 500+ = 670.0 = 06/21/2019 = 659.6 (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP DATE: 06-21-2019 ELEV.=659.6' NORMAL WS BANK STABILIZATION ELEV=664.0' EXCAVATE TO L GP ELEV. = 670.30' W/4' DEEP CAPS 1 SPAN: 1@70', SKEW 105 24" CORED SLAB BRIDGE C STA. 13+70.00 -L- BANK STABILIZATION (STRUCTURE PAY ITEM) EXCAVATION = 190 CY TB 2GI TB 2GI 15" RCP-IV 15" W/ ELBOWS SEE DETAIL 1 TOE PROTECTION O GEOTEXTILE EST 7 SY EST 2 TONS CLASS B RIP RAP ( Not to Scale) BANK STABILIZATION STA 115+92 L LT DETAIL 2 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS STA 261+40 L LT RETAIN ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM 14+20 TO 15+30 L RT DETAIL 1 Type of Liner= CLASS A RIP-RAP d= 1.4 FT GROUND NATURAL SLOPE FILL GEOTEXTILE SEE DETAIL 2 GEOTEXTILE EST 210 SY EST 124 TONS BANK STABILIZATION 4 S S SURFACE WATER DENOTES IMPACTS IN SHEET 3 OF 5 PERMIT DRAWING GPS LOCTION PROVIDED FOR REFERENCE ONLY DO NOT IMPACT WITH WORK IN DUE AREA. JS STREAM NOT SURVEYED. SITE 2 SITE 1 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY HC HC CLEARING DENOTES HAND F F F F F F F F F F F F F F F F F F 655660660660 660660660665665665665665665 665665670670670 670670670675675675675680685SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.140 - ROCKINGHAM 239 LICENSE NO. C-3705 VHB ENGINEERING T TS TS 12"PVC 24"PVC18"DI 18"DI25' 48" WW WOLF IS LAND CREEK60" WDVAR. SOILWOODS SERVICE TS BL-3 SEWER A/G WOODS GATE MTL EIP 12" CMP GATE WIRE STATE OF NORTH CAROLINAREFERENCE NOT FOUND O EX. R/W +60 100' +10 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 4 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 SW IMPACT SW IMPACT TEMPORARY SW IMPACT SHEET 4 OF 5 PERMIT DRAWING SITE 1 06.25'6.25'12.50' GPS LOCATION PROVIDED FOR REFERENCE ONLY DO NOT IMPACT WITH WORK IN DUE AREA. JS STREAM NOT SURVEYED.SITE 2 HC HC CLEARING DENOTES HAND F F F F F F F F F F F F F Hand ~Existing ~Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)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 impactsNOTES: ~Existing Channel Impacts Permanent and Existing Channel Impacts Temp. are coincidentRevised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROCKINGHAM17BP.7.R.140 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04/30/2021