20171134 Ver 1_Build Maps_20170907

(Version 2.07; Released October 2016)46061.1.1TIP No.:B-5347County(ies):Alamance Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2035Existing:Year:Aquatic T&E Species?NoComments:NoN/AN/AN/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)ac.approximately 2@9.5' Lanes, Variable Grassed shoulder width 3'+700 [e-mail] 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:SANone4552@ 10' Lanes, 3' Grassed shoulders (6' with guardrail)Waterbody Information2017NCDWR Stream Index No.:46061.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Class CProject will replace existing bridge with a 13'x7' RCBC. An on-site detour will be used. One existing ditch will be impacted, located to the south-east of the bridge. The existing ditch has a steep slope with head-cutting present at the outlet. The proposed ditch reduced the slope and widens the ditch base allowing a vegetative liner to be retained. This ditch meets the criteria for a grass swale. Existing drainage patterns are maintained. 2:1 roadway fill slopes are used to minimize stream impacts and the culvert is buried 1' to maintain natural bed material through completed culvert. Additional impacts are minimized by the use of 3' grassed shoulders (6' where guardrail is present). The impacts due to the temporary on-site detour are by the use of a single lane detour.This project is under the Jordan Lake Riparian Buffer Rules.1020 BIRCH RIDGE DRIVENorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 BIRCH RIDGE DRIVEAddress:General Project InformationB-5347WBS Element:Bridge ReplacementWBS Element:MICHELLE BERRYNCDOT Contact:919-707-6707RALEIGH, NC 27610Contractor / Designer:[e-mail]:1/4/2017AlamanceBURLINGTONPAUL ATKINSON, PERALEIGH, NC 27610River Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural, Agricultural, ResidentialProng of Alamance Creek16-19-(4.5)a0.20.11Project DescriptionProposed ProjectCape FearNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
(Version 2.07; Released October 2016)46061.1.1TIP No.:B-5347County(ies):Alamance Page 2 of 3Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-L- 14+83 to 16+3536.035572/ -79.489766North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsNo(1)Prong of Alamance SwalesYes1.50.9 901.70.0 2.0 7.015040.9WBS Element:1.31.20%The majority of the ditch is existing and and will not be impacted during the construction of the proposed culvert. The average ditch side slope is 4.5:1.
(Version 2.07; Released October 2016)46061.1.1TIP No.:B-5347County(ies):Alamance Page 3of 3Sheet No.:4Station:14+14AcresBarrel Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:There are several roadway geometric constraints such as the height of the existing fill, the existing curves in the roadway east and west of the project area, and the proximity of the roadway to Big Alamance Creek. Additionally, maintaining traffic during construction (with on-site detour) was a constraint due to Pond Rd being a dead end road. **The actual velocities in low flows are expected to be lower due to the effects of the backwater from Big Alamance Creek.Proposed Culvert 2-yr Outlet Velocity (ft/s):6.8Natural Stream Channel 10-yr Velocity (ft/s):8.78Proposed Culvert 10-yr Outlet Velocity (ft/s):8.13Roadway Geometric ConsiderationsBank Stabilization:Lay back side slopes to 2:1 from toe of bank to top of bank and lined with Cl I rip rap bank stabilization. Natural Stream Channel 2-yr Velocity (ft/s):7.88Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)Yes Existing stream alignment has moderate bend @ upstream end of proposed culvert. Proposed Culvert has 20 degree bend and is positioned to align with natural topography while minimizing culvert bend angle to help avoid trapping debris in culvert.Stream Realignment Necessary? (provide justification)NoCulvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:The stream makes two sharp bends. First is located 200' upstream of Ex. Bridge and second located at the culvert (approx. 15' upstream from existing bridge face). 20 degree bend is included in the culvert geometry.The increase in the slope with the culvert is caused by the shortening of the flowlength due to the position of the culvert and reduction in bend angle of the stream as it passes through the culvert.Bed Forms Impacted by Culvert (riffles, pools, glides, etc.):Low Flow Floodplain Bench Required? (provide justification)No Existing conditions do not have floodplain benches and proposed culvert width is similar to existing low-flow widths.13'Proposed Sills/Baffles:N/AExisting Low Flow Velocities in the Stream (ft/s):1.8**Proposed Low Flow Velocities Through the Culvert (ft/s):3.0**Alternating Low Flow Sills/Baffles:N/ACulvert BurialProposed Culvert Burial Depth (ft):1'Existing Streambed Material:Sand, Cobbles, GravelProposed Low Flow Dimensions Through the Culvert:Avoidance and Minimization Efforts:(Bridge to Culvert)Culvert is buried 1'. 2:1 roadway fill slopes were used to minimize the length of the culvert. Culvert width is similar to the existing stream width to maintain normal low flow through the proposed culvert. Selection of the culvert was based in part on the construction constraints with the proximity of Big Alamance Creek and the need to maintain traffic onsite due to this road being dead-end.Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):0.26Existing Low Flow Channel Dimensions in the Stream:14'Proposed Culvert Slope (%):0.47Surface Water Body:(1)Prong of Alamance Creek86'Culvert Type:RCBC7Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):310Number of Barrels:1Barrel Width/Diameter (ft):13North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization
GElementaryEdwin M. Holt626262Burlington-AlamanceRegionalAirportBellemont Huffman Mill RdPondRdBeaverMackintoshLakeCreekBackBigCreekSt.PaulsCh. DTV= 455 vpd= 700 vpd====%% 000PROFILE (HORIZONTAL) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATAPrepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.DIVISION OF HIGHWAYS2012 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGN09/08/99
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS000$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$1000 Birch Ridge Dr., Raleigh NC, 27610CON TRACT: ARTMENNASOHDEPTOFTRAS
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OFNRTCAROLINAALAMANCE COUNTYVICINITY MAPSUB-REGIONAL TIER5010050505025251005101020FUNC CLASS =Local45 MPHB-534746061.1.1PEADT 2017ADT 2035DUAL = 5% BRZ-1145(8) 607 % ** TTST = 2%12NOVEMBER 28, 2016NOVEMBER 21, 2017 KCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ____.TOTAL LENGTH TIP PROJECT B-5347 = 0.114 MILESLENGTH ROADWAY TIP PROJECT B-5347 = 0.114 MILESBEGIN TIP PROJECT B-5347TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND CULVERTRd.AlamanceEND TIP PROJECT B-5347SR 1145 (POND RD.)AND DEAD ENDTO CAPRICE LANE(ALAMANCE ROAD)TO NC 62 -L-BIG ALAMANCE CREEKDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDNYA K. BOAYUE, PESee Sheet 1B For Conventional SymbolsCreek BEGIN CULVERTEND CULVERT-DET-JAMES A. SPEER, PE-L- STA. 14+07.27-L- STA. 14+20.73LOCATION: BRIDGE NO. 170 OVER A PRONG OF BIG ALAMANCE CREEK ON SR 1145 (POND RD.)THIS PROJECT IS PARTIALLY WITHIN THE VILLAGE OF ALAMANCE MUNICIPAL BOUNDARY.ALAMANCE VILLAGE BOUNDARY971VILLAGE OF ALAMANCE BOUNDARYSee Sheet 1A For Index of SheetsSee Sheet 1C-1 For Survey Control SheetTIP PROJECT: B-5347-L- POC STA. 11+25.00-L- POC STA. 17+25.00II46061.2.1TIP PROJECTB-5347R/W/UTIL.TIMOTHY L. CROUSE DTV= 700 vpd====%% 000PROFILE (HORIZONTAL) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:1DESIGN DATAPrepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.DIVISION OF HIGHWAYS2012 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGN09/08/99
000See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$1000 Birch Ridge Dr., Raleigh NC, 27610CON TRACT:ARTMENNASODEPTOFTRAS
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FRTCAROLINASUB-REGIONAL TIER5010050505025251005101020FUNC CLASS =Local45 MPHADT 2035DUAL = 5% * TTST = 2%12NOVEMBER 18, 2016NOVEMBER 21, 2017 KENGLISHSHEET __ OF __PERMIT DRAWING71SITE 2SITE 1 IMPACTS PERMITWETLAND AND SURFACE WATERN AD 83/2011
FFFFFFFFFFF36" RCP15" RCPMETAL GATE9' DIRT 19' BSTSR 1145 POND RDWOODSWOODSWOODSWOODSWOODSBREACHED POND48" B
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48" BW48" BW AND WWTWCCONNETT FAMILY TRUSTTHE GEORGE & MICHELLE SARA LOU BOWMAN SHOFFNERTIMOTHY L. CROUSEN.H. & NINA MAE SHACKLEFORDBARBARA B. KIRKPATRICKJAMES R. & TO NC 62
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GSITE 2GRAPHIC SCALE0'100'100'WETLAND AND SURFACE WATER IMPACTS PERMITR:\Hydraulics\PERMITS_Environmental\Drawings\B5347_Hyd_prm _wet_detour_REV 03 2017.dgnmgberry3/13/2017 SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SITE 1N AD 83/ 2011
REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
B-5347SEE SHEET 5 FOR PROFILESEE SHEET 4 FOR MAINLINE (-L-)DENOTES TEMPORARY SIGNALSONE LANE - 2 WAY DETOURPROPOSED SIGNALIZEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDCULVERT CONSTRUCTION SEQUENCE PLANSEE EROSION CONTROL PLANS FOR2B-1ENGLISHSHEET __ OF __PERMIT DRAWING72TEMPORARY DETOUR
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36" RCP15" RCPMETAL GATE9' DIRT 19' BSTSR 1145 POND RDWOODSWOODSWOODSWOODSWOODSBREACHED POND48" B
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GSITE 2GRAPHIC SCALE0'100'100'WETLAND AND SURFACE WATER IMPACTS PERMITR:\Hydraulics\PERMITS_Environmental\Drawings\B5347_Hyd_prm _wet_detour_REV 03 2017.dgnmgberry3/13/2017 SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SITE 1N AD 83/ 2011
REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
B-5347SEE SHEET 5 FOR PROFILESEE SHEET 4 FOR MAINLINE (-L-)DENOTES TEMPORARY SIGNALSONE LANE - 2 WAY DETOURPROPOSED SIGNALIZEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDCULVERT CONSTRUCTION SEQUENCE PLANSEE EROSION CONTROL PLANS FOR2B-1ENGLISHSHEET __ OF __PERMIT DRAWING73TEMPORARY DETOUR
RETAINRETAINGEOTEXTILE1.0'min.2:1TOE OF SLOPEGroundNatural(Variable)CHANNEL BED(STD. NO. 876.02)RIP RAP AT PIPE OUTLET(SEE PLAN VIEW FOR LIMITS)ADDITIONAL BANK STABILIZATION( Not to Scale)DETAIL B1 @ 13'X7' RCBCBURIED 1'RIP RAP AT CULVERT1'min.-L- STA. 14+01 TO STA. 14+67 (LT)-L- STA. 13+11 TO STA. 14+04 (RT)1.5'2:12:1PROP. 1.5'DS LENGTH: 20'US LENGTH: 10'GroundNaturalEst.= 350 Tons of Class I Rip-RapEst.= 510 S.Y. OF GEOTEXTILEEst.= 390 C.Y. of EXCAVATIONEXCAVATIONTO TBRIP RAP DDE= 32 C.Y.2:12:1D( Not to Scale)STANDARD BASE DITCHBd-L- FROM STA. 14+02 TO STA. 14+63 (RT)DETAIL AB= 2Ft.Max. d= 0.5Ft.Min. D= 1Ft.*When B is < 6.0'Type of Liner= PSRMGroundNaturalGroundNatural2:1 FFFFFFFFREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
4B-5347DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE SHEET 5 FOR PROFILESEE DETAIL SHEET 2B-1 FOR DETOUR 02/06/17 - R/W REVISIO NS: ADDED PUE, REM O VED TDE, AND CO NVERTED PDE TO DUE O N PARCELS 1 AND 2 - TLW
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15+00-L-NC GRIDNAD 83 NA 201136" RCP15" RCPMETAL GATE9' DIRT 19' BSTSR 1145 POND RDWOODSWOODSWOODSWOODSWOODSEXISTING R/WEXISTING R/WEXI
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GFFFFFFFFRETAINRETAINSEE DETAIL ASTANDARD BASE DITCHGEOTEXTILE1.0'min.2:1TOE OF SLOPE GroundNatural(Variable)CHANNEL BED(STD. NO. 876.02)RIP RAP AT PIPE OUTLET(SEE PLAN VIEW FOR LIMITS)ADDITIONAL BANK STABILIZATION( Not to Scale)DETAIL B1 @ 13'X7' RCBCBURIED 1'RIP RAP AT CULVERT1'min.-L- STA. 14+01 TO STA. 14+67 (LT)-L- STA. 13+11 TO STA. 14+04 (RT)1.5'2:12:1PROP. 1.5'DS LENGTH: 20'US LENGTH: 10'GroundNaturalEst.= 350 Tons of Class I Rip-RapEst.= 510 S.Y. OF GEOTEXTILEEst.= 390 C.Y. of EXCAVATION EXCAVATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONTO TBRIP RAP -L- STA. 14+83 to 16+35 (RT)D10= 0.54ftD2= 0.43ftV10= 1.45ft/sV2= 1.25ft/sQ10= 1.68cfsQ2= 0.92cfs L PRO.= 150'L REQ.= 94'SS= 2:1 (LT) 7:1 (RT)SLOPE= 0.012 ft/ftWoods= 0.9ac (c=0.2)Grass= 0.02ac (c=0.5)Imp= 0.02ac (c=0.9) c=0.22TOTAL DA= 0.94acEXISTING GRASS SWALE DATADDE= 32 C.Y.2:12:1D( Not to Scale)STANDARD BASE DITCHBd-L- FROM STA. 14+02 TO STA. 14+63 (RT)DETAIL AB= 2Ft.Max. d= 0.5Ft.Min. D= 1Ft.*When B is < 6.0'Type of Liner= PSRMGroundNaturalGroundNaturalPROP. 1 @13'x7' RCBC53321 4SITE 2GRAPHIC SCALE0'100'100'WETLAND AND SURFACE WATER IMPACTS PERMITR:\Hydraulics\PERMITS_Environmental\Drawings\B5347_Hyd_prm _W ET_rev_20170322.dgnmgberry3/24/2017 SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY 7ENGLISH4SITE 1SHEET __ OF __PERMIT DRAWINGSITE 1IMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERTEMP. IMPACTS IN SURFACE WATERTEMP. IMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERFFFF
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RETAINRETAINGEOTEXTILE1.0'min.2:1TOE OF SLOPEGroundNatural(Variable)CHANNEL BED(STD. NO. 876.02)RIP RAP AT PIPE OUTLET(SEE PLAN VIEW FOR LIMITS)ADDITIONAL BANK STABILIZATION( Not to Scale)DETAIL B1 @ 13'X7' RCBCBURIED 1'RIP RAP AT CULVERT1'min.-L- STA. 14+01 TO STA. 14+67 (LT)-L- STA. 13+11 TO STA. 14+04 (RT)1.5'2:12:1PROP. 1.5'DS LENGTH: 20'US LENGTH: 10'GroundNaturalEst.= 350 Tons of Class I Rip-RapEst.= 510 S.Y. OF GEOTEXTILEEst.= 390 C.Y. of EXCAVATIONEXCAVATIONTO TBRIP RAP DDE= 32 C.Y.2:12:1D( Not to Scale)STANDARD BASE DITCHBd-L- FROM STA. 14+02 TO STA. 14+63 (RT)DETAIL AB= 2Ft.Max. d= 0.5Ft.Min. D= 1Ft.*When B is < 6.0'Type of Liner= PSRMGroundNaturalGroundNatural2:1 FFFFFFFFREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
4B-5347DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE SHEET 5 FOR PROFILESEE DETAIL SHEET 2B-1 FOR DETOUR 02/06/17 - R/W REVISIO NS: ADDED PUE, REM O VED TDE, AND CO NVERTED PDE TO DUE O N PARCELS 1 AND 2 - TLW
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15+00-L-NC GRIDNAD 83 NA 201136" RCP15" RCPMETAL GATE9' DIRT 19' BSTSR 1145 POND RDWOODSWOODSWOODSWOODSWOODSEXISTING R/WEXISTING R/WEXI
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GFFFFFFFFRETAINRETAINSEE DETAIL ASTANDARD BASE DITCHGEOTEXTILE1.0'min.2:1TOE OF SLOPE GroundNatural(Variable)CHANNEL BED(STD. NO. 876.02)RIP RAP AT PIPE OUTLET(SEE PLAN VIEW FOR LIMITS)ADDITIONAL BANK STABILIZATION( Not to Scale)DETAIL B1 @ 13'X7' RCBCBURIED 1'RIP RAP AT CULVERT1'min.-L- STA. 14+01 TO STA. 14+67 (LT)-L- STA. 13+11 TO STA. 14+04 (RT)1.5'2:12:1PROP. 1.5'DS LENGTH: 20'US LENGTH: 10'GroundNaturalEst.= 350 Tons of Class I Rip-RapEst.= 510 S.Y. OF GEOTEXTILEEst.= 390 C.Y. of EXCAVATION EXCAVATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONTO TBRIP RAP -L- STA. 14+83 to 16+35 (RT)D10= 0.54ftD2= 0.43ftV10= 1.45ft/sV2= 1.25ft/sQ10= 1.68cfsQ2= 0.92cfs L PRO.= 150'L REQ.= 94'SS= 2:1 (LT) 7:1 (RT)SLOPE= 0.012 ft/ftWoods= 0.9ac (c=0.2)Grass= 0.02ac (c=0.5)Imp= 0.02ac (c=0.9) c=0.22TOTAL DA= 0.94acEXISTING GRASS SWALE DATADDE= 32 C.Y.2:12:1D( Not to Scale)STANDARD BASE DITCHBd-L- FROM STA. 14+02 TO STA. 14+63 (RT)DETAIL AB= 2Ft.Max. d= 0.5Ft.Min. D= 1Ft.*When B is < 6.0'Type of Liner= PSRMGroundNaturalGroundNaturalPROP. 1 @13'x7' RCBC53321 4SITE 2GRAPHIC SCALE0'100'100'WETLAND AND SURFACE WATER IMPACTS PERMITR:\Hydraulics\PERMITS_Environmental\Drawings\B5347_Hyd_prm _W ET_rev_20170322.dgnmgberry3/24/2017 SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY 7ENGLISH5SITE 1SHEET __ OF __PERMIT DRAWINGSITE 1IMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERTEMP. IMPACTS IN SURFACE WATERTEMP. IMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATERFFFF
4905005104801":10' VERTI.1":50' HORIZ.SCALETB LT.2:12:1GRADE PT ELEV=508.10'SKEW=105 WITH 20 BEND13'x7' RCBC BURIED 1'STA. 14+14 -L-TB RT.EX. BEDS=0.46%489.67'PROP. C INV.L(TO BE REMOVED)EXISTING BRIDGEOBS WS EL= 492.1' (10-06-2015)00100' LT.50' LT.50' RT.100' RT.PROFILESITE 1DIVISION OF HIGHWAYSSHEET OFALAMANCE COUNTYPROJECT: 46061.1.1 (B-5347)ON SR 1145 (POND RD) OF BIG ALAMANCE CREEK BRIDGE #170 OVER A PRONG04/04/2017NCDOTENGLISH76oo CL0.00005.000010.000015.000020.000025.000030.000035.000040.000045.000050.000055.000060.000065.000070.000075.000080.000085.000090.000095.0000100.0000105.0000110.0000115.0000120.0000125.0000130.0000135.0000140.0000145.0000150.0000155.0000160.0000165.0000170.0000175.0000180.0000184.14780.00005.000010.000015.000020.000025.000030.000035.000040.000045.000050.000055.000060.000065.000070.000075.000080.000085.000090.000095.0000100.0000105.0000110.0000115.0000120.0000125.0000130.0000135.0000140.0000145.0000150.0000155.0000160.0000165.0000170.0000175.0000180.0000182.1377TB RT.
HandExisting 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- 13+59 TO 13'X8' RCBC WITH RIPRAP 0.04 0.03 101 117 14+53 IN CHANNEL 1 -L- 13+11 to BANK STABILIZATION < 0.01 88 14+57 2 -L- 14+03 to BANK STABILIZATION WITH < 0.01 < 0.01 8 50 14+59 IN BIG ALAMANCE CREEK TOTALS*: 0.05 0.04 197 167 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 7OF 7 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSALAMANCE COUNTYB-534746061.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04-04-2017Site 1: 88' of Bank Stabilization is concurrent with 88' of the 117' of temporary impact at site.
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15+00 GElementaryEdwin M. Holt626262Burlington-AlamanceRegionalAirportBellemont Huffman Mill RdPondRdBeaverMackintoshLakeCreekBackBigCreekSt.PaulsCh. DTV= 455 vpd= 700 vpd====%% 000PROFILE (HORIZONTAL) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATAPrepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.DIVISION OF HIGHWAYS2012 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGN09/08/99
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS000$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$1000 Birch Ridge Dr., Raleigh NC, 27610CONTRACT: ARTMENNASOHDEPTOFTRAS
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OFNRTCAROLINAALAMANCE COUNTYVICINITY MAPSUB-REGIONAL TIER5010050505025251005101020FUNC CLASS =Local45 MPHB-534746061.1.1PEADT 2017ADT 2035DUAL = 5% BRZ-1145(8) 607 % ** TTST = 2%12NOVEMBER 28, 2016NOVEMBER 21, 2017 KCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ____.TOTAL LENGTH TIP PROJECT B-5347 = 0.114 MILESLENGTH ROADWAY TIP PROJECT B-5347 = 0.114 MILESBEGIN TIP PROJECT B-5347TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND CULVERTRd.AlamanceEND TIP PROJECT B-5347SR 1145 (POND RD.)AND DEAD ENDTO CAPRICE LANE(ALAMANCE ROAD)TO NC 62 -L-BIG ALAMANCE CREEKDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDNYA K. BOAYUE, PESee Sheet 1B For Conventional SymbolsCreek BEGIN CULVERTEND CULVERT-DET-JAMES A. SPEER, PE-L- STA. 14+07.27-L- STA. 14+20.73LOCATION: BRIDGE NO. 170 OVER A PRONG OF BIG ALAMANCE CREEK ON SR 1145 (POND RD.)THIS PROJECT IS PARTIALLY WITHIN THE VILLAGE OF ALAMANCE MUNICIPAL BOUNDARY.ALAMANCE VILLAGE BOUNDARY971VILLAGE OF ALAMANCE BOUNDARYSee Sheet 1A For Index of SheetsSee Sheet 1C-1 For Survey Control SheetTIP PROJECT: B-5347-L- POC STA. 11+25.00-L- POC STA. 17+25.00II46061.2.1TIP PROJECTB-5347R/W/UTIL.000PROFILE (HORIZONTAL)PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:DESIGN DATAPrepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.DIVISION OF HIGHWAYS2012 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGN09/08/99000See Sheet 1-A For Index of Sheets1000 Birch Ridge Dr., Raleigh NC, 27610CONTRACT:ARTMENNASODEPTOFTRAS
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FRTCAROLINA1001005101020SHEET __ OF __PERMIT DRAWINGSITE 1BUFFER IMPACTS PERMITR:\Hydraulics\PERM ITS_Environm ental\Drawings\B5347_Hyd_prm _buf_tsh.dgnmgberry3/13/2017
ENGLISH15SITE 2N AD 83/2011
REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
4B-5347DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE SHEET 5 FOR PROFILESEE DETAIL SHEET 2B-1 FOR DETOUR 02/06/17 - R/W REVISIO NS: ADDED PUE, REM O VED TDE, AND CO NVERTED PDE TO DUE O N PARCELS 1 AND 2 - TLW
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EXIST-L- PC Sta. 10+00.00-L- PT Sta. 13+01.56-L- PC Sta. 14+61.62-L- PT Sta. 17+83.45-L- PCC Sta. 10+96.99-L- PCC Sta. 15+84.01EXIST
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36" RCP15" RCPMETAL GATE9' DIRT 19' BSTSR 1145 POND RDWOODSWOODSWOODSWOODSWOODSBRG #170STEELWOOD &BREACHED POND60.00'48" B
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48" BW48" BW AND WW
48" BW48" BW AND WWTWCCONNETT FAMILY TRUSTTHE GEORGE & MICHELLE SARA LOU BOWMAN SHOFFNERTIMOTHY L. CROUSEN.H. & NINA MAE SHACKLEFORDBARBARA B. KIRKPATRICKJAMES R. & TO NC 62
(ALAMANCE RD)TO CAPRICE LN AND DEAD ENDWOODSWOODSCREEKALAMANCEBIGWOODSWOODSWOODSC
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GFFFFFFFFRETAINRETAIN2:12:11.5'SEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONDDE= 32 C.Y.2:1 53321 4FFFFFFFFNC GRIDNAD 83 NA 201136" RCPI
NV=504.39'
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NV=502.31'15" RCPMETAL GATE9' DIRT 19' BSTSR 1145 POND RDBREACHED POND60.00'48" B
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48" BW48" BW AND WW
48" BW48" BW AND WWTWCTO NC 62
(ALAMANCE RD)TO CAPRICE LN AND DEAD ENDCREEKALAMANCEBIGC
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GRETAINRETAINGEOTEXTILE1.0'min.2:1TOE OF SLOPEGroundNatural(Variable)CHANNEL BED(STD. NO. 876.02)RIP RAP AT PIPE OUTLET(SEE PLAN VIEW FOR LIMITS)ADDITIONAL BANK STABILIZATION( Not to Scale)DETAIL B1 @ 13'X7' RCBCBURIED 1'RIP RAP AT CULVERT1'min.-L- STA. 14+01 TO STA. 14+67 (LT)-L- STA. 13+11 TO STA. 14+04 (RT)1.5'2:12:1PROP. 1.5'DS LENGTH: 20'US LENGTH: 10'GroundNaturalEst.= 350 Tons of Class I Rip-RapEst.= 510 S.Y. OF GEOTEXTILEEst.= 390 C.Y. of EXCAVATIONEXCAVATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONTO TBRIP RAP -L- STA. 14+83 to 16+35 (RT)D10= 0.54ftD2= 0.43ftV10= 1.45ft/sV2= 1.25ft/sQ10= 1.68cfsQ2= 0.92cfs L PRO.= 150'L REQ.= 94'SS= 2:1 (LT) 7:1 (RT)SLOPE= 0.012 ft/ftWoods= 0.9ac (c=0.2)Grass= 0.02ac (c=0.5)Imp= 0.02ac (c=0.9) c=0.22TOTAL DA= 0.94acDDE= 32 C.Y.2:12:1D( Not to Scale)STANDARD BASE DITCHBd-L- FROM STA. 14+02 TO STA. 14+63 (RT)DETAIL AB= 2Ft.Max. d= 0.5Ft.Min. D= 1Ft.*When B is < 6.0'Type of Liner= PSRMGroundNaturalGroundNatural2:1GRASS SWALE DATARETAINRETAINSEE DETAIL ASTANDARD BASE DITCHGEOTEXTILE1.0'min.2:1TOE OF SLOPE GroundNatural(Variable)CHANNEL BED(STD. NO. 876.02)RIP RAP AT PIPE OUTLET(SEE PLAN VIEW FOR LIMITS)ADDITIONAL BANK STABILIZATION( Not to Scale)DETAIL B1 @ 13'X7' RCBCBURIED 1'RIP RAP AT CULVERT1'min.-L- STA. 14+01 TO STA. 14+67 (LT)-L- STA. 13+11 TO STA. 14+04 (RT)1.5'2:12:1PROP. 1.5'DS LENGTH: 20'US LENGTH: 10'GroundNaturalEst.= 350 Tons of Class I Rip-RapEst.= 510 S.Y. OF GEOTEXTILEEst.= 390 C.Y. of EXCAVATION EXCAVATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONSEE DETAIL BBANK STABLIZATIONTO TBRIP RAP -L- STA. 14+83 to 16+35 (RT)D10= 0.54ftD2= 0.43ftV10= 1.45ft/sV2= 1.25ft/sQ10= 1.68cfsQ2= 0.92cfs L PRO.= 150'L REQ.= 94'SS= 2:1 (LT) 7:1 (RT)SLOPE= 0.012 ft/ftWoods= 0.9ac (c=0.2)Grass= 0.02ac (c=0.5)Imp= 0.02ac (c=0.9) c=0.22TOTAL DA= 0.94acEXISTING GRASS SWALE DATADDE= 32 C.Y.2:12:1D( Not to Scale)STANDARD BASE DITCHBd-L- FROM STA. 14+02 TO STA. 14+63 (RT)DETAIL AB= 2Ft.Max. d= 0.5Ft.Min. D= 1Ft.*When B is < 6.0'Type of Liner= PSRMGroundNaturalGroundNatural53321 4FFFFFFFFFFFFSITE 1BUFFER IMPACTS PERMITR:\Hydraulics\PERMITS_Environmental\Drawings\B5347_Hyd_prm _buf_REV 2017 03.dgnmgberry3/15/2017
SHEET __ OF __BUFFER DRAWING25ENGLISHSITE 1GRAPHIC SCALE0'100'100'SITE 2MITIGABLE IMPACTS ZONE 1MITIGABLE IMPACTS ZONE 2BURIED 1'PROP. 1 @13'x7' RCBCSEE ENLARGEMENT SITE 2SEE ENLARGEMENT SITE 1
FFFFFFFFFFFFFFFFFFFFFFFF53N. C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSSHEET OF ENLARGEMENTSITE 1ALAMANCE COUNTYPROJECT: 46061.11 (B5347)MITIGABLE IMPACTS ZONE 1MITIGABLE IMPACTS ZONE 2ON SR 1145 (POND RD)OF BIG ALAMANCE CREEKBRIDGE #170 OVER A PRONGGRAPHIC SCALE0'20'20'N AD 83/ 2011
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G54N. C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYSSHEET OF ENLARGEMENTSITE 2ALAMANCE COUNTYPROJECT: 46061.11 (B5347)MITIGABLE IMPACTS ZONE 1MITIGABLE IMPACTS ZONE 2ON SR 1145 (POND RD)OF BIG ALAMANCE CREEKBRIDGE #170 OVER A PRONGGRAPHIC SCALE0'20'20'N AD 83/ 2011CREEK ALAMANCEBIGFFFFFF
ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)1 13'x7' RCBC -L- 12+25 to 14+89 X 6926 2381 93071 Bank Stablization -L- 13+11 to 14+04 RT X 752 7522 Bank Stablization -L- 14+00 to 14+57 LTX568 309 876213' x 7' RCBC, impacts-L- 13+38 Lt to X3429 3719 7148to Big Alamance Creek16+18 LtTOTAL:0 0 0 11674 6409 18083 0.00.0Rev. SEP 2016IMPACTRIPARIAN BUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLEMITIGABLEBUFFER REPLACEMENT SHEET 5 OF 5PROJECT: 46061.1.1 (B-5347) DATE 04/4/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS ALAMANCE COUNTYRev. May 2006