20211356 Ver 1_HE-0003 PERMIT DRAWING 08-24-2023_20210913

26.00'26.00'90.00'47.00'GroundNaturalGeotextile9010011090100110REVISIO NS DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET NO.PROJECT REFERENCE NO.4HE-0003R/W SHEET NO.8/17/9924-AUG-2021 09:19S:\DDC\HE-0003\Proj\wetland drawings\grace wet perm it psh 04.dgn$$$$USERNAM E$$$$POT Sta. 10+00.00
15
2047.00' LT-L- PROPERTY LINE62.00' LT-L- PROPERTY LINE47.00' LT-L- 21+00.0057.00' LT-L- 22+00.0062.00' LT-L- 21+00.0072.00' LT-L- 22+00.00T
T
100' Rightof WaySR 1710 GRACE DRIVE60' Rightof WaySR 1710 WATKINS DRIVE12" Clay ?6" PVC ?
8" PVC 12" Clay ?12" Clay ?PVC
18" RCP
18" RCP18" RCP
18"CMP15"RCP15"RCP15"RCPGate
chain linked fenceAsphalt
Asphalt
Gravel
BuildingExisting
15"CM P PIN 12-03289D.B. 1440, PG. 467Halifax CountyWeldon Steel CorporationD.B. 2483, PG. 304Plat Cab. 6, Slide 22- TPIN 12-03290PIN 12-00835D.B. 1083, PG. 204D.B. 1080, PG. 160D.B. 1080, PG. 157Kennametal, Inc.PIN 12-03437Plat Cab. 4, Slide 139D.B. 2545, PG. 387ROVA Venture, LLCPIN 12-03437Slide 139Plat Cab. 4,D.B. 2545, PG. 387ROVA Venture, LLC15" RCP-III 15" RCP-III 15" RCP-III 18" RCP-IV 18" RCP-IV 18" RCP-III FROM -L- 16+95 TO -L- 18+55Fill Slope
2:1 or Flatterb= 5 Ft.d= 2 Ft.Type of Liner= B Rip-RapbDETAIL A( Not to Scale)TOE PROTECTIONd101112131415161718192090100110PI =17+00.000
El = 96.10 (-) 0.1231%PI =10+00.00096.90
GRAPHIC SCALE0'50'50'SITE 1IMPACTSWETLAND & SURFACE WATERSITE 1SHEET 1 OF 3HE-0003 49811.1.1HALIFAX COUNTYAugust 24, 2021DIVISION OF HIGHWAYSNC DEPARTMENT OF TRANSPORTATIONHE-0003 49811.1.1HALIFAX COUNTYDIVISION OF HIGHWAYSNC DEPARTMENT OF TRANSPORTATIONTYPE OF WORK:LOCATION:GRADING, DRAINAGE AND PAVINGUS-158 TO NORTH OF SR-1734 (KENNAMETAL DRIVE)SR-1710 (GRACE DRIVE/WATKINS DRIVE) FROM DENOTES EXCAVATION IN WETLANDDENOTES MECHANIZED CLEARINGDENOTES HAND CLEARINGDENOTES FILL IN WETLANDCCCCCCCCCCCCCCFFFFFFCCCC
52.00'26.00'26.00'26.00'26.00'26.00'26.00'9010011090100110REVISIO NS DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN5HE-0003R/W SHEET NO.8/17/9924-AUG-2021 09:19S:\DDC\HE-0003\Proj\wetland drawings\grace wet perm it psh 05.dgn$$$$USERNAM E$$$$PI Sta 25+17.77DL = 409.27'T = 211.90'R = 640.00'PI Sta 34+67.05DL = 276.96'T = 139.76'R = 835.00'PC Sta. 23+05.8725
PT Sta. 27+15.14
30
PC Sta. 33+27.29PT Sta. 36+04.2457.00' LT-L- 22+00.0057.00' LT-L- 23+05.8757.00' LT-L- 27+15.1457.00' LT-L- EXIST R/W72.00' LT-L- PROPERTY LINE72.00' LT-L- 22+00.0072.00' LT-L- 23+05.8772.00' LT-L- 27+15.14TT
100'
Rightof WaySR 1710 GRACE DRIVE36" RCP18" RCPAsphalt Asphalt Gravel
PIN 12-00002Plat Book 2019, Page 13D.B. 2581, PG. 719JBB Properties, LLCPIN 12-03436D.B. 2536, PG. 671Parcel OneTract Thirty-TwoRightmyer Machine Rentals, Inc.PIN 12-03899Plat Cab 5, Slide 322D.B. 1647, PG. 290West Grantham Associates, L.L.CPIN 12-01187Plat Book 6, Page 51D.B. 975, PG. 52Leroy Harrison66" ALUMINUM PIPE22232425262728293031323334PI =24+50.000El = 102.00 (-) 0.3000%PI =31+50.000
El = 99.90 (-) 0.3000%(-) 6.9000%PI =32+50.000
93.00
GRAPHIC SCALE0'50'50'SHEET 3 OF 4HE-0003 49811.1.1HALIFAX COUNTYAugust 24, 2021DIVISION OF HIGHWAYSNC DEPARTMENT OF TRANSPORTATIONSITE 2SITE 2IMPACTSWETLAND & SURFACE WATERDENOTES IMPACTS IN SURFACE WATERIN SURFACE WATERDENOTES TEMPORARY IMPACTSCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFCFF
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 Stream
No.(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 16+19 TO 18+87 18" RCP 0.12 < 0.01 0.05 0.03
2 32+52 66" RCP < 0.01 < 0.01 4 46

TOTALS*:0.12 < 0.01 0.05 0.03 < 0.01 < 0.01 4 46 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 3 OF 3
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
HALIFAX
HE-0003 49811.1.1

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
August 24, 2021