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Home My WebLink About20211007 Ver 1_Meeting Request Review Doc Attachment_20210617(Version 2.08; Released April 2018)38571.1.1TIP No.:17BP.7.R.139County(ies):Rockingham Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoNoDeck 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)ac.Scalesville Road (SR 1002): open shoulder section 2 paved lanes (total 20' wide).1500jdalton@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water BodyJordan LakeBuffer Rules in Effect:None1340Scalesville Road (SR 1002): 2 paved lanes (total 22' wide), 4' shoulder on each side (7' with guardrail). First 2' of shoulder is paved. Varying cut/fill slopes. See project typical sections for detail.Waterbody Information2018NCDWR Stream Index No.:38571.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to replace Rockingham County Bridge #780018 on Scalesville Road (SR 1002) in Rockingham County over Haw River. The project is located between east of Witty Road (SR 2305) and Church Street Extension (SR 1001). The existing structure is a 3 span bridge (1@17', 1@40', 1@17') and is a steel I-Beam bridge supported by a timber deck with timber vertical abutments. The existing structure will be removed and replaced with a single span (1@100') 39" Box Beam with 4' end bent caps. Excavation beneath the bridge was kept to a minimum to produce as little impact as possible. Geotextile and rip-rap were utilized in an attempt to reduce stream bank erosion along the banks of the channel underneath the bridge. To avoid direct discharge of bridge storm water into Haw River, deck drains are not required for the proposed bridge. The run off from the bridge deck will be collected by inlets and discharged outside of buffer zone 2 into a preformed scour hole. Any stormwater discharge entering into the buffer will be at non-erosive velocities. Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project Information17BP.7.R.139WBS Element:Bridge ReplacementWBS Element:Joshua G. Dalton, PE, CPESCNCDOT Contact:919-707-6711905 Jones Franklin RoadRaleigh, NC 27606Contractor / Designer:919-859-2243gcail@ncdot.govRaleigh, NC, 27699-1590Address:4/1/2021RockinghamSummerfieldGalen Cail, PE1590 Mail ServiceRiver Basin(s): City/Town:0.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoWoods, Agriculture, UndevelopedHaw River16-(1)0.30.11Project DescriptionProposed ProjectCape FearNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits? (Version 2.08; Released April 2018)TIP No.:17BP.7.R.139County(ies):Rockingham Page 2 of2Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water Body Riprap TypeDrainage Area(ac)Conveyance Structure19+25 -L- RT36.25206, -79.80825Preformed Scour Holes and Energy Dissipators0.8WBS Element:(1)Haw River4Highway Stormwater ProgramAdditional CommentsNorth Carolina Department of TransportationV10(fps)Energy Dissipator TypePSHSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSBMP Associated w/ Buffer Rules?Pipe0.1Class 'B'Q10(cfs)Pipe/Structure Dimensions(in)0.5 Yes15* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 6 PERMIT DRAWING DATE: 04-09-2021 DHV D T V = = = = = = 1300 1500 14 55 7 55 % % ADT ADT 2013 2030 % * DUAL = 4%* TTST =3% FUNC CLASS = LOCAL SUBREGIONAL TIER BRIDGE NO. 18 OVER THE HAW RIVER ON SR 1002 (SCALESVILLE ROAD) P.EBRZ-1002(24) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA DIVISION OF HIGHWAYS LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:VICINITY MAP ROCKINGHAM COUNTY COUNTY GUILFORD COUNTY ROCKINGHAM V =40MPHDET MPH GRADING, DRAINAGE, PAVING, AND STRUCTURE17BP.7.R.13917BP.7.R.139 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NALETTING DATE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCDOT CONTACT: DIVISION 7 SIGNATURE: P.E. SIGNATURE: P.E. PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 2018 STANDARD SPECIFICATIONS JOSH G. DALTON, PE DAVID SIMPSON, PE = = = LENGTH ROADWAY TIP PROJECT LENGTH STRUCTURE TIP PROJECT TOTAL LENGTH OF TIP PROJECT 0.114 MILES 0.019 MILES 0.095 MILES -L- POC Sta. 17+00.00 BEGIN PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 END PROJECT 17BP.7.R.139 -L- Sta. 19+38.70 BEGIN BRIDGE -L- Sta. 20+41.30 END BRIDGE -L- Sta. 19+28.00 BEGIN APPROACH SLAB -L- Sta. 20+52.00 END APPROACH SLAB SR 1002 (SCALESVILLE ROAD) -L- H A W RI VE R -DRV1- VERTICAL SSD*DESIGN EXCEPTION: SAG VERTICAL CURVE K LIMITS PROJECT 17BP.7.R.139 TO US 158 US 220 / NC 150TO DETOUR ROUTE -DRV1- POT Sta. 10+25.00 BEGIN CONSTRUCTION 38572.1.1 (B-4802) 38572.2.1 (B-4802)BRZ-1002(24)R/W & UTL. CONST.17BP.7.R.139 THIS PROJECT WAS FORMERLY KNOWN AS B-4802 LICENSE NO. C-890 SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 Prepared in the Office of Simpson Engineers & Associates for GATE 84" CMP Scalesville 2305 1001 23082309 2310 2307 2305 2455 2454 1002 2305 2390 2390 2306 1002 4951 4950 4953 4952 4954 4955 % 2925 2930 2934 2933 1002 2351 1001 2399 2479 2480 24812442 2946 2946 2948 2947 2957 2958 2962 2962 2960 2961 2959 2959 H AW M idw ay Wittys Crossroads 158 Scalesville1001 2351 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 NAD 83/ NA 2011 0 50'25'50' SCALE: 1"=100' 100' DATE: 04-09-2021 SHEET 2 OF 6 PERMIT DRAWING 4 SKETCH SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT -L- Sta. 19+38.70 BEGIN BRIDGE -L- Sta. 19+28.00 BEGIN APPROACH SLAB -L- Sta. 20+41.30 END BRIDGE -L- Sta. 20+52.00 END APPROACH SLAB FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-167/2/99SHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.139 - ROCKINGHAM 18 LICENSE NO. C-890 SUNGATE DESIGN GROUP, P.A. SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 S S SURFACE WATER DENOTES IMPACTS IN TO SR 2305 (WITTY RD) EIP SPIKE RR EXISTING R/W EXISTING R/W60.00'WOODS WOODS 18" R C PEXISTING R/W EXISTING R/W 6 0.0 0' WOODS WOODS13' GRAVELHAW RI VERGATE WOODS WOODS WOODS SR 1002 (SCALESVILLE RD) 21' PAVED (CHURCH STREET EXT) TO SR 1001 CEASAR CONE III WOODS CEASAR CONE III CEASAR CONE IIIJAMES TROVATO FRANK MILLER CEASAR CONE III WOODS WOODS EIP EIPEIP 84" CMP PI Sta 15+62.56 L = 691.39' T = 362.55' R = 930.00' -L- -L- -L- PC Sta. 12+00.00 -L- PT Sta. 18+91.40 -L- POT Sta. 25+18.30 -DRV1-25+0020+0015+00PI Sta 10+66.80 L = 72.17' T = 36.80' R = 150.00' PI Sta 12+06.66 L = 58.23' T = 30.47' R = 80.00' -DRV1- POT Sta. 10+00.00 -DRV1- PC Sta. 10+30.00 -DRV1- PT Sta. 11+02.17 -DRV1- PC Sta. 11+76.19 -DRV1- PT Sta. 12+34.41 -L- POT Sta. 22+00.00 -DRV1- POT Sta. 12+70.69 -L- POC Sta. 17+00.00 BEGIN PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 END PROJECT 17BP.7.R.139 -L- POT Sta. 10+00.00 -L- POC Sta. 18+00.00 END OVERLAY/BEGIN GRADE -L- POT Sta. 21+90.00 END GRADE/BEGIN OVERLAY -DRV1- POT Sta. 10+25.00 BEGIN CONSTRUCTION REMOVE PSH 18" TB 2GI TB 2GI 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 20+60 TO 21+00 LT Min. D=1 Ft. DETAIL A Ground Natural Ground Natural +04 RT BEGIN SBG (STRUCTURE PAY ITEM) TO SHOULDER POINT (TYP.) CLASS II RIP RAP 2 ELBOWS 15" W/ EST. 35 CY DDE EST. 80 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL B BANK STABILIZATION EST. 30 CY DDE EST. 60 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL B BANK STABILIZATION +04 LT BEGIN SBG LIMITS EXCAVATION ( Not to Scale) RIP RAP BANK STABILIZATION -L- STA. 19+98 TO 20+21 -L- STA. 19+56 TO 19+77 DETAIL B Grade Ditch 2.0' GEOTEXTILE Type of Liner= CL II Rip-Rap 10'min. 1.0'min.RCP-IV 15"18" EST 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP PIPE OR DITCH OUTLET (MINUS TUCK) STND. ROLL WIDTH AA PLAN VIEW SECTION A-A NATURAL GROUNDFILL SLOPEPSRM 2:1 2:1INFLOW MIN. 1' TUCK STATION 19+10 -L- RT WITH GEOTEXTILE LINER: CLASS B RIPRAP D B DETAIL C PREFORMED SCOUR HOLE (MINUS TUCK) STND. ROLL WIDTH FOR CLARITY) BASIN NOT SHOWN (RIP RAP IN SCOUR HOLE (PSH) SQUARE PREFORMED WITH NATURAL GROUND. INSTALL LEVEL AND FLUSH MATTING (PSRM) PERMANENT SOIL REINFORCEMENT D=1.5 Ft. B=4.0 Ft. EST. 55 CY DDE SEE DETAIL A STANDARD V DITCH SEE SHEET 4 OF 6 ENHANCEMENT VIEW NAD 83 NA 2011 F F F F F F F F F F F F F 0 50'25'50' SCALE: 1"=100' 100' DATE: 04-09-2021 SHEET 3 OF 6 PERMIT DRAWING 4 SKETCH SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT -L- Sta. 19+38.70 BEGIN BRIDGE -L- Sta. 19+28.00 BEGIN APPROACH SLAB -L- Sta. 20+41.30 END BRIDGE -L- Sta. 20+52.00 END APPROACH SLAB FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-167/2/99SHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.139 - ROCKINGHAM 18 LICENSE NO. C-890 SUNGATE DESIGN GROUP, P.A. SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 S S SURFACE WATER DENOTES IMPACTS IN 705705705 705 706 706 706 706 7 0 6 706706706706706706 706 706 7 0 7 707707707707 707 7 0 7 7077077077077077077 0 8 708708 70870 8 708 708 7 0 8 7087087087087087087097097097097097097 0 9 709709 709709 7097 0 9 709 7 0 9709 709 709709709709709709 709 709 7 0 9 709 709709 709709709 710 710710710710710710710 710710710 710710 710 710710710710710710710710 710710 7107 1 0 710 7 10 7 10 710710710710710710 710 710710 710710710710 710 710710 710710710710 710 710 710710 710 711 711 711 711 711711711711711711 711711711711 711 7117117117117 1 1 711 711 711711 7117117117117 11711711 711711 711 711 711 711711 711 711 7 11 711711 711711711 711 712 712 712712712712712712712712712 712712712 712 7127127127 12 712712712712 712712712712712 712 713 713 713713713713713713713713713713 713713713 713 713713713 7137 1 3 713713713713713713713 714 714 714 714714714714714714714 714714 714714714714 714714 714714714714714 714714 714714 714714714714714 715 715 715 715715715715715715 715715 715715715715715 715715715 715715 715 715715715 715715 715 715 715716716 716 716 716 716 716716716716716716716 716716716 716 716716 716 716 716 717 717 717 717 717 717717717717717717717717717717 717 717 717717 717717 717 717 717718718718 718718 718718718 718 718718 718718 718 718718719 719719719719719719 719 720720 7 2 0 721 721721 722TO SR 2305 (WITTY RD) EIP SPIKE RR EXISTING R/W EXISTING R/W60.00'WOODS WOODS 18" R C PEXISTING R/W EXISTING R/W 6 0.0 0' WOODS WOODS13' GRAVELHAW RI VERGATE WOODS WOODS WOODS SR 1002 (SCALESVILLE RD) 21' PAVED (CHURCH STREET EXT) TO SR 1001 CEASAR CONE III WOODS CEASAR CONE III CEASAR CONE IIIJAMES TROVATO FRANK MILLER CEASAR CONE III WOODS WOODS EIP EIPEIP 84" CMP PI Sta 15+62.56 L = 691.39' T = 362.55' R = 930.00' -L- -L- -L- PC Sta. 12+00.00 -L- PT Sta. 18+91.40 -L- POT Sta. 25+18.30 -DRV1-25+0020+0015+00PI Sta 10+66.80 L = 72.17' T = 36.80' R = 150.00' PI Sta 12+06.66 L = 58.23' T = 30.47' R = 80.00' -DRV1- POT Sta. 10+00.00 -DRV1- PC Sta. 10+30.00 -DRV1- PT Sta. 11+02.17 -DRV1- PC Sta. 11+76.19 -DRV1- PT Sta. 12+34.41 -L- POT Sta. 22+00.00 -DRV1- POT Sta. 12+70.69 -L- POC Sta. 17+00.00 BEGIN PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 END PROJECT 17BP.7.R.139 -L- POT Sta. 10+00.00 -L- POC Sta. 18+00.00 END OVERLAY/BEGIN GRADE -L- POT Sta. 21+90.00 END GRADE/BEGIN OVERLAY -DRV1- POT Sta. 10+25.00 BEGIN CONSTRUCTION REMOVE PSH 18" TB 2GI TB 2GI 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 20+60 TO 21+00 LT Min. D=1 Ft. DETAIL A Ground Natural Ground Natural +04 RT BEGIN SBG (STRUCTURE PAY ITEM) TO SHOULDER POINT (TYP.) CLASS II RIP RAP 2 ELBOWS 15" W/ EST. 35 CY DDE EST. 80 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL B BANK STABILIZATION EST. 30 CY DDE EST. 60 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL B BANK STABILIZATION +04 LT BEGIN SBG LIMITS EXCAVATION ( Not to Scale) RIP RAP BANK STABILIZATION -L- STA. 19+98 TO 20+21 -L- STA. 19+56 TO 19+77 DETAIL B Grade Ditch 2.0' GEOTEXTILE Type of Liner= CL II Rip-Rap 10'min. 1.0'min.RCP-IV 15"18" EST 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP PIPE OR DITCH OUTLET (MINUS TUCK) STND. ROLL WIDTH AA PLAN VIEW SECTION A-A NATURAL GROUNDFILL SLOPEPSRM 2:1 2:1INFLOW MIN. 1' TUCK STATION 19+10 -L- RT WITH GEOTEXTILE LINER: CLASS B RIPRAP D B DETAIL C PREFORMED SCOUR HOLE (MINUS TUCK) STND. ROLL WIDTH FOR CLARITY) BASIN NOT SHOWN (RIP RAP IN SCOUR HOLE (PSH) SQUARE PREFORMED WITH NATURAL GROUND. INSTALL LEVEL AND FLUSH MATTING (PSRM) PERMANENT SOIL REINFORCEMENT D=1.5 Ft. B=4.0 Ft. EST. 55 CY DDE SEE DETAIL A STANDARD V DITCH SEE SHEET 4 OF 6 ENHANCEMENT VIEW NAD 83 NA 2011 F F F F F F F F F F F F F NAD 83 20+00 -L-19+00 -L--L- S S SURFACE WATER DENOTES IMPACTS IN 0 10'5' 10' SCALE: 1"=20' 20' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.7.R.139-ROCKINGHAM 18 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DATE: 04-09-2021 SHEET 4 OF 6 PERMIT DRAWING SPIKE RR WOODS 18" RCP13' GRAVELWOODS WOODS REMOVE PSH TB 2GI TB 2GI $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$SHEET NO.PROJECT REFERENCE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.139 - ROCKINGHAM 18 LICENSE NO. C-890 SUNGATE DESIGN GROUP, P.A. SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-8907/2/99710 720 730 740 750 10 11 12 700 710 720 PI = 12+00.00 EL = 716.78' (+)0.6629% VC = 100' K = 76 (+)1.9769% 690 680 15 16 17 18 19 20 21 22 23 24 25 680 690 700 710 720 730 740 750 680 690 700 710 720 (+)0.3000% EL = 709.70' -L- STA. 20+60.00 LT EL = 710.10' -L- STA. 21+00.00 LT (+)1.0000% 680 690 700 EL = 715.62' BEGIN GRADE STA. 10+25.00 EL = 717.96' STA. 12+59.69 END GRADE -DRV1- STA. 18+00.00 EL = 717.17' BEGIN OVERLAY STA. 17+00.00 EL = 717.13' BEGIN GRADE END OVERLAY -L- STA. 21+90.00 EL = 718.34' BEGIN OVERLAY END GRADE STA. 23+00.00 EL = 719.20' END OVERLAY L END PROJECTBEGIN PROJECT (STRUCTURE PAY ITEM) EXCAVATION = 190 CY 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 = 4700 = 25 = 717.70 = 6500 = 100 = 718.70 = 4700 = 25 = 717.40 = 4-5-17 = 707.40 ELEV = 711' EXCAVATION (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 2:1 (2 FT. THICK) CLASS II RIP RAP DATE: 7-1-2016 ELEV.=707.40' NORMAL WS BRIDGE EXISTING REMOVE MIN. (TYP.) 3.5' KEY DEPTH GP ELEV. = 717.74' 1 @ 100'; SKEW 60 W/4' DEEP CAPS SINGLE SPAN 39" BOX BEAM BRIDGE C STA. 19+90.0 -L- SHEET 5 OF 6 PERMIT DRAWING DATE: 04-09-2021 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 19+56 to 19+86 -L- BANK STABILIZATION < 0.01 56 19+90 to 20+19-L- BANK STABILIZATION < 0.01 TOTALS*: 0.01 56 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROCKINGHAM COUNTY17BP.7.R.13938572.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS4-9-21