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Home My WebLink About20211579 Ver 1_Stormwater_20211102(Version 2.08; Released April 2018)17BP.1.R.98TIP No.:SF-450097County(ies):Hertford Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?Design/Future: Year:2016Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?Nutrient Sensitive Waters (NSW)NoneSupplemental Classification: Forest, agriculturalTributary to Meherrin River25-4-(1)0.30.12Project DescriptionProposed ProjectChowanRiver Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Yesgcail@ncdot.govAddress:6/1/2021HertfordComoGalen CailRaleigh, 27610 NCWBS Element:Bridge replacementWBS Element:Reid RobolNCDOT 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 InformationSF-45009717BP.1.R.98Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)TIP project SF-450097 involves the replacement of the existing NCDOT Bridge #450097 on SR 1311 (Boones Bridge Road) over a tributary of the Meherrin River at Hertford County. Bridge #450097 consists of 1 @ 17.1', 1 @ 17.7' spans reinforced concrete deck on timber joists, timber abutments and timber piles. The proposed bridge consists of 1 @ 50'-21" cored slab with 2'-6" caps. Rip-rap pads will be used to disspate energy and to reduce velocity at all proposed outfalls. No deck drains are required for the proposed bridge. N/ABuffer Rules in Effect:None1902 @ 10' lanes with 5' grass shoulders (road) and 2 @ 10' lanes with 3'-11'' paved shoulders (bridge).Waterbody Information2016NCDWR 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 @ 10' lanes with 3' grass shoulders.190rrobol@vhb.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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) 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: P.E. P.E. PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: 09/08/99STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 0 00 6:05:03 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_Hyd_prm_wet_tsh.dgnccarpenterSTATE HIGHWAY DESIGN ENGINEERDEPARTMEN T O F TRANSPORTATIONSTATE O F NORT H CAR O LI NAADT == = = 0 0 0 PROJECT ENGINEER NCDOT CONTACTCONTRACT:W.B.S. NO. SIGNATURE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPE OF WORK: WIDENING, GRADING, PAVING, DRAINAGE, AND STRUCTURE17BP.1.R.9817BP.1.R.98 2016 55 MPH -L- STA 14+40.00 BEGIN BRIDGE -L- STA 14+85.00 END BRIDGE -L- STA 16+75.00 END PROJECT 17BP.1.R.98 -L- STA 10+30.00 BEGIN PROJECT 17BP.1.R.98 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 0.009 MILES FUNC CLASS = LOCAL RURAL =3%TTST =3%DUALS GUIDELINES SUB-REGIONAL TIER 0.113 MILES BOONES BRIDGE RD (SR 1311) -L- 20 10 20 40 20 10 20 40PROJECT:17BP.1.R.98 PE 4 4 82 0.122 MILES V = HERTFORD COUNTY BRIDGE NO. 97 BOONES BRIDGE RD (SR 1311) OVER TRIB. OF MEHERRIN RIVER DETOUR VICINITY MAP VIRGINIA LOCATION PROJECT COUNTY NORTHAMPTON SR 1311Boones Bri dge Rd SR 1314Whitley Rd S R 1310 Statesville RdSR 1313Edwin Evans RdVA 707VA 673 ROAD TO STATESVILLE ROAD TO VAUGHN CREEK 190 4 525% PLANS2018 STANDARD SPECIFICATIONS APRIL 17, 2020 THIS PROJECT IS NOT WITHIN THE MUNICIPAL BOUNDARIES OF ANY MUNICIPALITY. INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LENGTH ROADWAY PROJECT 17BP.1.R.98 LENGTH STRUCTURES PROJECT 17BP.1.R.98 TOTAL LENGTH PROJECT 17BP.1.R.98 FEBRUARY 27, 2021 WETLAND AND SURFACE WATER IMPACTS PERMIT Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 SHEET 1 OF 7 PERMIT DRAWING SITE 1 SITE 2 SITE 3 SITE 4 NOTE: NO DECK DRAINS ON BRIDGE G R A V E L D R.10' BST DR.23' C O NC DR N A 2011 N A D 83 / REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 17BP.1.R.98 R/W SHEET NO.8/17/996:05:07 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_HYD_prm_DET.dgnccarpenter( Not to Scale) BANK STABILIZATION FROM STA. 14+67 TO STA. 14+86 -L- DETAIL 5 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS Flatter3:1 or D3:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 10+14 TO STA. 12+04 -L- LT DETAIL 1 Min. D= 1.5 Ft. Ground Natural Slope Ditch Front 3:13:1 D ( Not to Scale) STANDARD 'V' DITCH FROM STA. 15+40 TO STA. 16+00 -L- LT FROM STA. 13+00 TO STA. 13+36 -L- RT FROM STA. 12+04 TO STA. 12+21 -L- LT Min. D= 1.5 Ft. DETAIL 2 Ground Natural Ground Natural FROM STA. 15+00 TO STA. 16+54 -L- RT FROM STA. 13+67 TO STA. 14+30 -L- RT FROM STA. 12+81 TO STA. 13+29 -L- LT Fill Slope3:1 or Flatter b= 2.0 Ft. d= 2.0 Ft. Type of Liner= Class B Rip-Rap b DETAIL 3 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 3:13:1D ( Not to Scale) d STANDARD 'V' DITCH FROM STA. 15+28 TO STA. 15+40 -L- LT Type of Liner= Class B Rip-Rap Max. d= 1.0 Ft. Min. D= 1.5 Ft. DETAIL 4 Ground Natural Ground Natural Geotextile SHEET 1A OF 7 PERMIT DRAWING 2D-1 REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.1.R.98 R/W SHEET NO.8/17/996:05:12 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_Hyd_prm_wet_NO_CON_PSH04.dgnccarpenter10 11 12 13 NAD 83/ 2011-L- STA 14+00.00MATCHLINE SEE SHEET 514 0 4 8 12 16 20 24 28 0 4 8 12 16 20 24 28 WETLAND DENOTES FILL INFF SITE 2 SITE 1 SHEET 2 OF 7 PERMIT DRAWING HC HC CLEARING DENOTES HAND 10-L- PC Sta. 11+15.10 -L- PT Sta. 13+72.92 -L- POT Sta. 10+30.00 BEGIN PROJECT 0302010001EXEX020304GREU TL-3 GREU TL-3 T BL-3 WOODS WOODS SR 1311 (BOONES BRIDGE RD) 21' BST VAUGHAN CREEK RD 60.00'60.00'EXIST R/W EXIST R/W EXIST R/W EXIST R/W 2 3' CONC DRPOCKET BF DS = 50 MPH GRADE EXISTING ELEV. = 25.08 -L- Sta. 10+30.00 BEGIN GRADE GRADE PROPOSED PI = 13+05.00 EL = 20.34' (-)1.7250%(+)0.3316% VC = 240' K = 117 EL=21.30'EL=23.10'STA=10+13.72BEGIN DITCH LTPI=10+43.10(-) 6.1% (-) 2.1%EL=17.90'STA=12+03.89END DITCH LTF F F SEE DETAIL 1 SPECIAL CUT 'V' DITCH SEE DETAIL 3 TOE PROTECTION GEOTEXTILE EST 7 SY EST 3 TONS CLASS B RIP RAP SEE DETAIL 3 TOE PROTECTION GEOTEXTILE EST 7 SY EST 3 TONS CLASS B RIP RAP SEE DETAIL 2 SLOPE= 2.2% EST DDE= 2 CY STANDARD 'V' DITCH SEE DETAIL 2 SLOPE= 0.6% EST DDE= 2 CY STANDARD 'V' DITCH DAYLIGHT TO NG DAYLIGHT TO NG 2GI TB 0401 +82 BEGIN SBG RCP-IV 15" RCP-IV 15" C C C C C C F C F C F C F F F F REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.1.R.98 R/W SHEET NO.8/17/996:05:16 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_Hyd_prm_wet_CON_PSH04.dgnccarpenter10 11 12 13 NAD 83/ 2011-L- STA 14+00.00MATCHLINE SEE SHEET 514 0 4 8 12 16 20 24 28 0 4 8 12 16 20 24 28 WETLAND DENOTES FILL INFF SITE 2 SITE 1 SHEET 3 OF 7 PERMIT DRAWING HC HC CLEARING DENOTES HAND 10-L- PC Sta. 11+15.10 -L- PT Sta. 13+72.92 -L- POT Sta. 10+30.00 BEGIN PROJECT 0302010001EXEX020304GREU TL-3 GREU TL-3 T BL-3 WOODS WOODS SR 1311 (BOONES BRIDGE RD) 21' BST VAUGHAN CREEK RD 60.00'60.00'EXIST R/W EXIST R/W EXIST R/W EXIST R/W 2 3' CONC DRPOCKET BF DS = 50 MPH GRADE EXISTING ELEV. = 25.08 -L- Sta. 10+30.00 BEGIN GRADE GRADE PROPOSED PI = 13+05.00 EL = 20.34' (-)1.7250%(+)0.3316% VC = 240' K = 117 EL=21.30'EL=23.10'STA=10+13.72BEGIN DITCH LTPI=10+43.10(-) 6.1% (-) 2.1%EL=17.90'STA=12+03.89END DITCH LTF F F C C C C C C F C F C F C F F F F1515 20202020 20202020202020 2525252525SEE DETAIL 1 SPECIAL CUT 'V' DITCH SEE DETAIL 3 TOE PROTECTION GEOTEXTILE EST 7 SY EST 3 TONS CLASS B RIP RAP SEE DETAIL 3 TOE PROTECTION GEOTEXTILE EST 7 SY EST 3 TONS CLASS B RIP RAP SEE DETAIL 2 SLOPE= 2.2% EST DDE= 2 CY STANDARD 'V' DITCH SEE DETAIL 2 SLOPE= 0.6% EST DDE= 2 CY STANDARD 'V' DITCH DAYLIGHT TO NG DAYLIGHT TO NG 2GI TB 0401 +82 BEGIN SBG RCP-IV 15" RCP-IV 15" 15T 1 5" CMP24" RCPWD WING WALL WD WING WALLGRAVEL DR. WOODS WOODS WOODS WOODS BRIDGE 97 WALL WD WING H D P E15"STATESVI LLE RD2002 25.61 WALL WD WING EIR60.00'EXI ST R/ WEXIST R/ W10' BST DR.15"15"2GI TB RCP-IV 15" OF REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 517BP.1.R.98 R/W SHEET NO.8/17/996:05:21 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_Hyd_prm_wet_NO_CON_PSH05.dgnccarpenterNAD 83/ 2011STA 14+00.00MATCHLINE SEE SHEET 40 4 8 12 16 20 24 28 14 15 16 17 18 19 28 24 20 16 12 8 4 0 WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN SHEET 4 OF 7 PERMIT DRAWINGTSTS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 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 = 410 = 25 = 18.8 = 728 = 100 = 19.9 = 994 = 500+ = 21.1 = 7/24/2019 = 12.9 HC HC CLEARING DENOTES HAND SITE 1 SITE 2 SITE 3 SITE 4 ELEV. = 21.56 -L- Sta. 16+75.00 END GRADE GRADE EXISTING GRADE PROPOSED DS = 50 MPH PI = 13+05.00 EL = 20.34' VC = 240' K = 117 (+)0.3316% -L- Sta. 14+40.00 BEGIN BRIDGE -L- Sta. 14+90.00 END BRIDGE 1.5:11.5:1DESIGN 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 = 410 = 25 = 18.8 = 728 = 100 = 19.9 = 994 = 500+ = 21.1 = 7/24/2019 = 12.9 F F C F F C F C F 15T 1 5" CMP24" RCPWD WING WALL WD WING WALLGRAVEL DR. WOODS WOODS WOODS WOODS BRIDGE 97 WALL WD WING H D P E15"STATESVI LLE RD2002 25.61 WALL WD WING EIR60.00'EXI ST R/ WEXIST R/ W10' BST DR.1 3 42 F F C F F C F C F 101015151515 1515 1 5151515 15151515152 0 2020 2020202020202025 2 5 25 25252525252530 F REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 517BP.1.R.98 R/W SHEET NO.8/17/996:05:26 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_Hyd_prm_wet_CON_PSH05.dgnccarpenterNAD 83/ 2011STA 14+00.00MATCHLINE SEE SHEET 40 4 8 12 16 20 24 28 14 15 16 17 18 19 28 24 20 16 12 8 4 0 WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN SITE 2 SITE 3 SITE 4 SITE 1 SHEET 5 OF 7 PERMIT DRAWINGTSTS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 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 = 410 = 25 = 18.8 = 728 = 100 = 19.9 = 994 = 500+ = 21.1 = 7/24/2019 = 12.9 HC HC CLEARING DENOTES HAND ELEV. = 21.56 -L- Sta. 16+75.00 END GRADE GRADE EXISTING GRADE PROPOSED DS = 50 MPH PI = 13+05.00 EL = 20.34' VC = 240' K = 117 (+)0.3316% -L- Sta. 14+40.00 BEGIN BRIDGE -L- Sta. 14+90.00 END BRIDGE 1.5:11.5:1DESIGN 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 = 410 = 25 = 18.8 = 728 = 100 = 19.9 = 994 = 500+ = 21.1 = 7/24/2019 = 12.9 15"15"SEE DETAIL 3 TOE PROTECTION CLASS II RIP RAP SEE DETAIL 2 SLOPE= 1.0% EST DDE= 45 CY STANDARD 'V' DITCH 0501 0502 SEE DETAIL 4 SLOPE= 13.2% EST DDE= 41 CY EST 40 SY GEOTEXTILE EST 15 TONS W/ CLASS B RIP RAP STANDARD 'V' DITCH SEE DETAIL 3 TOE PROTECTION RETAINREMOVE 2GI TB GEOTEXTILE EST 7 SY EST 3 TONS RAP CLASS B RIP SEE DETAIL 4 EST 50 SY GEOTEXTILE EST 35 TONS CLASS II RIP RAP BANK STABILIZATION RETAI NRCP-IV 15" 20.07 3:1 4 :1 0.0400.040 20.9916.8219.50BOUNDARY WETLAND R/W R/W R/W EXR/W EX R/W PROP R/W PROP 3:1 18.19 19.79 3:13:1 0.0400.040 20.6816.4019.77BOUNDARY WETLAND R/W R/W EXR/W EX R/W PROP R/W PROP 15.82 0.0400.040 20.82BOUNDARY WETLAND BOUNDARY WETLAND R/W R/W EX R/W EX R/W PROP R/W PROP 20.843:14:1 0.0410.041 21.3222.88BOUNDARY WETLAND R/W R/W R/W EX R/W EX R/W PROP R/W PROP 19.32 3:116.1900 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 6:05:30 PMR:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.98_hyd_prm_wet_xpl.dgnccarpenterPROJ. REFERENCE NO.SHEET NO.0 6/23/1620 20 25 25 30 30 15 15 20 20 25 25 30 30 15 15 20 20 25 25 15 15 13+00.00 20 20 25 25 15 15 15 15 20 20 25 10 14+00.00 15 20 10 14+50.00 X-2 -L- 2.5 5 16+00.00 15 20 25 17BP.1.R98 FILL PERMANENT FILL PERMANENT SHEET 6 OF 7 PERMIT DRAWING CLEARING HAND CLEARING HAND CLEARING HAND CLEARING HAND CLEARING HAND 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 -L- 12+69 TO 13+61 LT1@50' 21" CORED SLAB W/2'-6" CAPS< 0.01 0.01 2 -L- 13+65 TO 14+53 RT1@50' 21" CORED SLAB W/2'-6" CAPS< 0.01 0.02 1 -L- 14+34 TO 14+59 LT1@50' 21" CORED SLAB W/2'-6" CAPS 0.01 3 -L- 14+67 TO 14+79BANK STABILIZATION < 0.01 < 0.01 50 55 4 -L- 15+11 TO 16+49 RT1@50' 21" CORED SLAB W/2'-6" CAPS< 0.01 0.03 TOTALS*: 0.01 0.08 < 0.01 < 0.01 50 55 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSHERTFORDSF-45009717BP.1.R.98NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS10/12/2021**The length of temporary stream impacts encompasses the length of permanent impacts.