20180839 Ver 2_Modification Request Attachment_20210317

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Revised 3/12/2021
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_con_psh10.dgnjpbhagat3/10/2021SHEET 17 OF 41PERMIT DRAWINGFOR ENLARGEMENTSEE SHEET 18 OF 41SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SURFACE WATER IMPACTFILL IN WETLANDHAND CLEARINGSITE 8SITE 9FILL IN WETLANDV10=1.1fpsQ10=3.1cfsV10=0.7fpsQ10=1.2cfsHAND CLEARINGSEE PSH 2G-1SEE PSH 2G-1C
REST CRESTCRESTGRADE TO DRAINBASE=0 FTSS=3:1SS=3:1n=0.035s=0.001 FT./FT.d=0.7 FT.V=0.7 FPSQ=1.2 CFSQ=(0.56)(6.68)(0.31)C=0.9C=0.49RATIONAL METHODDA=0.31 ACRESgp10101010LT.RT.-L- STA. 95+75 TO 97+25 RT.SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'C'SPECIAL CUT DITCHSEE DETAIL 'C'SPECIAL CUT DITCHgp10101010LT.RT.-L- STA. 97+50 TO 98+10 RT.SPECIAL CUT DITCHgp10101010LT.RT.-L- STA. 98+10 TO 99+75 RT.SPECIAL CUT DITCHBASE=0 FTSS=3:1SS=3:1n=0.035s=0.026 FT./FT.d=0.4 FT.V=2.2 FPSQ=1.0 CFSQ=(0.49)(6.68)(0.3)C=0.9C=0.49RATIONAL METHODDA=0.3 ACRESBASE=0 FTSS=3:1SS=3:1n=0.035s=0.02 FT./FT.d=0.3 FT.V=1.7 FPSQ=0.5 CFSQ=(0.49)(6.68)(0.16)C=0.9C=0.49RATIONAL METHODDA=0.16 ACRESSEE DETAIL 'B'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCHgp10101010LT.RT.BASE=0 FTSS=3:1SS=3:1n=0.035s=0.001 FT./FT.d=1.1 FT.V=1.3 FPSQ=3.1 CFSQ=(0.66)(6.68)(0.7)C=0.9C=0.49RATIONAL METHODDA=0.7 ACRES-L- STA. 96+20 TO 99+76.92 LT.SPECIAL CUT DITCHgp10101010LT.RT.BASE=0 FTSS=3:1SS=3:1n=0.035s=0.001 FT./FT.d=1.4 FT.V=1.0 FPSQ=5.6 CFSQ=(0.52)(6.68)(1.61)C=0.9C=0.49RATIONAL METHODDA=1.61 ACRES-L- STA. 99+76.92 TO 104+10 LT.SPECIAL CUT DITCHRT.LT.10101010pgBASE=0 FTSS=3:1SS=3:1n=0.035s=0.006 FT./FT.d=0.8 FT.V=1.7 FPSQ=3.3 CFSQ=(0.61)(6.68)(0.81)C=0.9C=0.49RATIONAL METHODDA=0.81 ACRES-L- STA. 99+76.92 TO 103+85 RT.SPECIAL CUT DITCH15"
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N POINT GPS MON R5014-13DUNSTAN, JR.GARLAND H. 5958656653PB G - PG 300DB 1702 - PG 237DEVELOPERS, LLCCOLINGTON POINT PB G - PG 300DB 1677 - PG 203DEVELOPERS, LLCCOLINGTON POINTPB D - PG 398DB 1390 - PG 278MAYNARD R. OUTLAWPB D - PG 398DB 1164 - PG 389JASPER DONNIE GAMIELDB 365 - PG 842JANICE WILLIAMS O'NEALPB G - PG 264DB 1673 - PG 409LGI LAND NC, LLC50K. ARCHERCHRISTOPHER 40.26'+24.5730.39'+58.6529.40'+05.2246.68'+77.8630.11'+75.4630.01'+25.6730.03'+14.1431.74'+33.73DB 2018 - PG 531AVA COL SOL JOHNSONDB 2034 - PG 987ROBERT SHANE MOOREFIELD
DRAIN 60" CMPTOP OF PIPE=2.19'INV=-2.79'TOP OF PIPE=2.02'INV=-3.00'TOP OF WATER=0.32'(PVC PIPES)ACCESS BOX44.68' RT+92.02 -L-11711844.99' RT+29.17 -L-CHORD=86.35'R=219.11EXISTING R/WCHORD=69.36'R=205.59'EXISTING R/W69.75' LT+13.89-L-CHORD = 191.11'R = 2394.35'EXISTING R/WAUSTIN KELLYAMBER N DODGEJOHN ROEHRSJOHN GIBSON22'11'22'11'11'11'3
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DENOTES HAND CLEARING
DENOTES FILL IN WETLAND
DENOTES IMPACTS IN SURFACE WATER
DENOTES TEMPORARY IMPACTS IN SURFACE WATER
PLAN VIEW
NCDOT
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Pl Sta 160+11.BI � = 2f 56' 118 (RTJD = JU 00' OOD' L = 219.51'T = III/J4'R = 57296'SE = 6Y. RO = 126' V = 40 MPH
Pl Sta l68+56JO � = 53' 18' 402 (LTJD = 22" 55' 059L = 232.61'T = 125.49'R = 250/XYSE = 6Y. RO = 126'* V = JO MPH
PERMIT DRAWING SHEET 31 OF 41
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DETAIL G SPECIAL CUT DITCH (Notto Scale)
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_con_psh14.dgnjpbhagat3/10/2021SHEET 32 OF 41PERMIT DRAWINGL STA. 163+08 TO 173+60 LT.2:1 SLOPES USING ROCK PLATING FROMHCHCCLEARINGDENOTES HANDV10=0.54fpsQ10=0.48cfsV10=2.0fpsQ10=1.9cfs15" DRIVE PIPEFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDSITE 16SITE 16SITE 17FILL IN WETLANDSAVHAND CLEARINGWETLANDFILL IN CAMASEE PSH 2G-1155+00
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165+0048" CHL48" CHL48" CHLCONCSOIL12" WD POSTSWD PIER WD PIERWD DOCK72" WD
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STING R/WEXISTING R/WEXISTING R/WNC DEPARTMENT OF TRANSPORTATIONDB 357 - PG 709PB D - PG 328WALKABOUT, LLCDB 1781 - PG 7FAY B. MAJORDB 1681 - PG 193PB 2 - PG 209ARGIE SHULTZDB 958 - PG 497PB 2 - PG 209DB 1041 - PG 743PB 2 - PG 209J. FRAZIER EDWARD TTEEDB 1790 - PG 117DB 2149 - PG 756DARE COUNTYDB 922 - PG 519PB C - PG 7BHH12" CMPWILLENE P. SIMPSONDB 312 - PG 926SOILCONCCONCRALPH DEAN BEASLEY HEIRSWB 14E - PG 240DB 1964 - PG 309WALKABOUT LLCDB 1781 - PG 7WALKABOUT, LLCDB 2071 - PG 204TANYA N. HILLJASON B. HILLCHERYL M. JEFFERSW.E. BENNETTF
IELD
DRA
IN
FIELDDRAIN STSTFCHORD = 70.01'Ls = 70.09'EXISTING R/WCHORD = 97.42'R = 199.18'EXI
STI
NG R/WJON MIDGETT CONSTRUCTION, LLC.10610711011111211311411511610510712" CMPRETAIN EXIST.EXIST. 12" CMP INVERTTIE DITCH TO SEE DETAIL 'G'SPECIAL CUT DITCH15" RCPREMOVE EXIST.15" RCP-
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V SEE DETAIL 'F'SPECIAL CUT DITCHDITCHTIE PROP. CUT DITCH TO EXISTINGSEE DETAIL 'F'SPECIAL CUT DITCHGRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-IV15" RCP-IV15" RCP-IVNATURAL GROUND ELEVATIONSTIE DITCH TO Flatter
4:1 orDFlatter6:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 155+57 TO STA. 156+14 RTDETAIL GMin. D= 0.5 Ft.SlopeDitchFrontGroundNaturalFlatter
4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+80 TO STA. 163+61 RTFROM -L- STA. 158+00 TO STA. 161+41 RTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNatural.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+20 TO STA. 162+88 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontSAVW
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W51.43'S 16°34'23" W60.00'0.99' EIP-R/WEIPS 16°32'25" W
78.93'R/W-EIP0.53'S 19°33'39" W
1149.29'
S 17°11'54" W
1361.96'
N 17°12'46" E
1139.60'EIPS 16°12'00" W 156.01'1.06' R/W-CM CMS 72°47'14" E67.76'S 72°47'14" E80.04'N 17°12'46" E
150.84'
S 16°12'00" W 1526.47'
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118.64'S 73°51'05" E142.36'
S 16°11'15" W87.15'S 16°11'15" W1296.15'EIPN 16°00'32" E1182.07'EXISTING R/WEXI
STING R/WEXISTING R/WEXISTING R/WNC DEPARTMENT OF TRANSPORTATIONDB 357 - PG 709PB D - PG 328WALKABOUT, LLCDB 1781 - PG 7FAY B. MAJORDB 1681 - PG 193PB 2 - PG 209ARGIE SHULTZDB 958 - PG 497PB 2 - PG 209DB 1041 - PG 743PB 2 - PG 209J. FRAZIER EDWARD TTEEDB 1790 - PG 117DB 2149 - PG 756DARE COUNTYDB 922 - PG 519PB C - PG 7BIN CONDUIT
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N
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IN CONDUIT8" UNK8" UNKTTTTTTTTTTTTHHCCTCC-EL- -EL- 12" CMP15" RCPWILLENE P. SIMPSONDB 312 - PG 926SOILCONCCONCGPS MON R5014-17EDGEPL=WATER'S
EDGEPL=WATER'SEDGEPL=WATER'S30.51'+77.9230.04'+23.8030.44'
+83.59 30.27'+74.2430.50'+18.2457.86'+55.38RALPH DEAN BEASLEY HEIRSWB 14E - PG 240DB 1964 - PG 309WALKABOUT LLCDB 1781 - PG 7WALKABOUT, LLCDB 2071 - PG 204TANYA N. HILLJASON B. HILLCHERYL M. JEFFERSW.E. BENNETTF
IELD
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FIELDDRAIN STST25.45' LT+82.63 -L-FCHORD = 70.01'Ls = 70.09'EXISTING R/WCHORD = 97.42'R = 199.18'EXI
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165+00 PI Sta 168+56.10DL = 232.61'T = 125.49'R = 250.00'SE = 6%RO = 126'V = 30 MPH*8:1**8:1GREU, TL-3
GREU, TL-3REMOVE EX. GRSAV-CONSERVATION AREAROCK EMBANKMENT -L- STA. 163+08 TO 167+25 LTROCK PLATING -L- STA. 163+08 TO 173+60 LTDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED14R-5014NAD 83/NA 2011SEE SHEET 13MATCH LINE -L- STA. 154+50.00SEE SHEET 15MATCH LINE -L- STA. 168+00.00SAV = SUBMERGED AQUATIC VEGETATIONSEE SHEET 26 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-1 FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS AND HORIZONTAL SSDDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:CONSTRUCTION EASEMENT (TCE) WAS ADDED ON PARCEL 107 & 110 AND ADJUSTED ON PARCEL 111.RIGHT OF WAY REVISION - 11/29/2018 - REDUCED THE PROPOSED R/W WIDTH FROM 40 FT TO 35 FT ALONG THE FRONTAGE OF PARCEL 107 & 110, DUE TO THIS, TEMPORARYRIGHT OF WAY REVISION - 11/29/2018 - COMBINED PARCEL 109 & 110, ELIMINATED PARCEL 109.RIGHT OF WAY REVISION - 11/29/2018 - COMBINED PARCEL 107 & 108, ELIMINATED PARCEL 108.RIGHT OF WAY REVISION - 11/29/2018 - CHANGED THE PROPERTY OWNER NAME ON PARCEL 107 & 115.RIGHT OF WAY REVISION - 12/06/2018 - MODIFIED RIGHT OF WAY ON PARCEL 107. REMOVED RIGHT OF WAY MONUMENT ON PARCEL 107.12" CMPRETAIN EXIST.EXIST. 12" CMP INVERTTIE DITCH TO SEE DETAIL 'G'SPECIAL CUT DITCH15" RCPREMOVE EXIST.15" RCP-
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4:1 orDFlatter6:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 155+57 TO STA. 156+14 RTDETAIL GMin. D= 0.5 Ft.SlopeDitchFrontGroundNaturalFlatter
4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+80 TO STA. 163+61 RTFROM -L- STA. 158+00 TO STA. 161+41 RTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNatural.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+20 TO STA. 162+88 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontFFFCCFFFFFFFCFCFCFFCFCCCCCCFFCFFFFFFFFFFFFFFFFFFFFFFFFFFFCCFFFFFFFCFCFCFFCFCCCCCCFFCFFFFFFFFFFFFFFFFFFFFFFFF-2-1-1-1-
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S 70°43'3
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N 70°43'35" E
6.8
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4'5
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179.75'S 88°06'52" E129.65'
S 20°34
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115.72'S 78°34'39" E198.76'S 36°09'51" W31.70'
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N 37°36'45" E185.29'
N 37°36'45" E94.52'N 52°23'15" W3.40'S 52°23'15" E3.40'S 02°54'56" E418.80'EIP0.83' R/W -EIP
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-L- PT Sta. 182+37.96-L--L-PI Sta 168+56.10DL = 232.61'T = 125.49'R = 250.00'PI Sta 175+66.94DL = 437.96'T = 268.44'R = 300.00'PI Sta 181+09.39DL = 299.17'T = 170.60'R = 249.11'170+00SE = 6%RO = 126'SE = 6%RO = 126'SE = 6%RO = 126'-L-175+00
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+40.00LARGE OAK TREEDO NOT DISTURBDISTURB SIGNDO NOT-L- PC Sta. 182+62.75AREASAV-CONSERVATION DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED15R-5014NAD 83/NA 2011SEE SH EET 14MATCH LINE -L- STA. 168+00.00
SEE SHEET 16MATCH LINE -L- STA. 183+50.00REVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSAV = SUBMERGED AQUATIC VEGETATIONGTD = GRADE TO DRAINSEE SHEET 26 AND 27 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-1 FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUSDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:RIGHT OF WAY REVISION - 02/05/2018 - PLACED NOTE "DO NOT DISTURB SIGN" ON PARCEL 129. RIGHT OF WAY IS ALLOWED THROUGH SPECIAL USE PERMIT #USA 18 5700 16," WAS ADDED ON PARCEL 132 & 133.RIGHT OF WAY REVISION - 11/29/2018 - TEMPORARY CONSTRUCTION EASEMENT'S (TCE) WERE REMOVED AND THE NOTE, "ALL CONSTRUCTION PERFORMED OUTSIDE OF EXISTINGRIGHT OF WAY REVISION - 11/29/2018 - ADDED THE NOTE "NO CLAIM" ON PARCEL 132 & 133.RIGHT OF WAY REVISION - 11/29/2018 - CHANGED THE PROPERTY OWNER NAME ON PARCEL 117 & 121.RIGHT OF WAY REVISION - 12/06/2018 - MODIFIED RIGHT OF WAY ON PARCEL 120. REMOVED RIGHT OF WAY MONUMENT ON PARCEL 120.NATURAL GROUND ELEVATIONSTIE DITCH TO SEE DETAIL 'F'SPECIAL CUT DITCHSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV 15" RCP-IV SEE DETAIL 'F'SPECIAL CUT DITCHEXIST. 15"RCPRETAIN 15" RCP-IV 15" RCP-IV 15" RCP-IV EXIST. 24" HDPEREMOVEEXIST. 12" HDPEREMOVE EXIST. 15" HDPEREMOVEEXIST. 15" CMPREMOVE1
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HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 L Sta 53+87 to 55+73 LtRoadway fill0.040.022L Sta 56+26 to 56+50 Lt/RtCulvert Replacement< 0.01< 0.01< 0.01< 0.010.0232163L Sta 61+37 RtRoadway fill< 0.01< 0.014 L Sta 66+13 to 70+24 LtRoadway fill0.220.055 L Sta 71+55 to 73+86 Rt Roadway fill / Culvert 0.280.036 L Sta 75+16 TO 76+73 Rt Culvert / Roadway fill 0.020.037 L Sta 85+34 to 88+03 RtRoadway fill0.040.028 L Sta 93+00 to 96+16 LtRoadway fill0.040.029L Sta 103+90 to104+62 Lt/RtCulvert Replacement< 0.01< 0.01< 0.010.0323189L Sta 103+90 to104+62 Lt/RtBank Stabilization0.015510 L Sta 108+75 to 109+77 RtTail Ditch0.0211 L Sta 116+55 to 117+54 Lt Roadway Ditch / Tail Ditch< 0.01< 0.0112L Sta 126+78 to 127+40 LtCulv Replacement/Rdy fill< 0.01< 0.01< 0.010.022712L Sta 126+78 to 127+40 LtBank Stabilization0.027113 L Sta 129+64 to 130+19 LtRoadway fill< 0.01< 0.0114 L Sta 135+70 to 136+10 LtRoadway fill< 0.01< 0.0115 L Sta. 139+07 LtRoadway fill< 0.01< 0.0116 L Sta 163+08 to 167+40 LtRoadway fill0.02< 0.0117 L Sta 166+91 to 169+80 RtRoadway fill< 0.010.0318 L Sta. 167+81 to 173+51 Lt Roadway fill0.070.0319 L Sta 174+77 to 176+84 LtRoadway fill0.050.0320 L Sta. 175+29 to 175+95 Rt Roadway fill< 0.010.0121 L Sta 179+50 RtRoadway fill< 0.01< 0.01TOTALS*:0.80< 0.010.32 0.06 0.08181610*Rounded totals are sum of actual impactsSHEET41OF 41Site 5: 0.10 acres total take of wetlands per 4B commentSite 8: 0.04 acres of fill and 0.02 acres of hand clearing in CAMA wetland due to roadway fill.Site 11: 7.4 sqft of excavation in CAMA wetland due to Roadway ditch and 22.7 sqft of hand clearing in CAMA wetland for tail ditch construction.Site 12: 7.4 sqft of fill and 0.008 acres of hand clearing in CAMA wetland due to roadway fill.Sites 14 & 15: 132 sqft of fill and 0.01 acres of hand clearing in CAMA wetland due to roadway fill.Site 16: 188 sqft of permanent fill in SAV due to 2:1 rock plated roadway fill slope. 653 sqft of fill in CAMA wetland due to roadway fill.Site 17: 55 sqft of fill and 0.01 acres of hand clearing in CAMA wetland due to roadway fill. 32 sqft of fill in 404 wetland due to roadway fill.WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSDARER-501441162.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/11/21Site 18: 0.07 acres of fill and 0.03 acres of hand clearing in CAMA wetland due to roadway fill.Site 2: 4.4 sqft of fill in CAMA wetland due to roadway fill.NOTES: ***Quantities shown below are included in the above totals***Revised 3/12/2021