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Home My WebLink About20211838 Ver 2_R4705_PermitDrawingMOD_20230130_20230202Main check this road against the photo Bridge 53 is on SR 1142. Pipe 69 is S of US 64 A. Bridge 75 is S of SR 1455. Bridge 253 is N of SR 1401. Sycamore 1114 1104 1105 1205 1116 1195 1117 1115 1586 1117 1100 1102 1101 1001 1113 1112 1111 1108 1109 1103 1173 1172 1103 1171 1110 1106 1155 1174 1154 1147 1136 1135 1138 1137 1133 1129 1132 1113 1145 1148 1149 1121 1146 1106 1131 1128 1120 1100 1001 1130 1142 1445 1445 1180 1124 1190 1122 1181 1183 1178 1169 1409 1420 1440 1420 1442 1422 1420 1423 1409 1407 1408 1138 1410 1118 1117 1119 1119 1193 1192 1191 1176 1187 1175 1177 1188 1176 1188 1120 1119 1001 1127 1127 1128 1126 1125 1140 1201 1141 1141 1170 1200 1131 1106 1206 1202 1204 1139 1143 1113 1144 1138 1139 1113 1139 1151 1151 1150 1150 11451145 1145 1186 11591203 1179 11991184 1185 14311400 1438 1437 1189 1152 1401 1401 1400 1306 1307 1305 1002 1309 1403 1159 1159 1402 1309 1404 1409 1411 1149 1451 1124 1207 1208 1209 1142 1198 1194 11941142 1142 1142 1123 1123 1434 1169 1452 1453 1212 1211 1125 1124 1213 1214 1140 1455 1454 1456 1001 1001 1215 1153 1136 1154 1155 1113 1106 1134 1134 1137 1106 1001 1100 1001 1108 1103 1104 1106 1106 1001 1210 1114 1129 1133 1114 1138 1406 1457 1458 Pop. 51 Bear Grass Everetts Gold Point Pop. 108 Pop. 177 Crossroads Cory’s Smithwick Ready Branch Turkey CREEK TRANTERS Collie Flat llie CSX RAILROAD Haughton St. Swamp Grass Bear Swamp Swamp Swamp 1182 Chapel Wilson Martin Co. Airport 1409 1138 7 7 1 5 ’ 35 45’ 7 7 1 0 ’ 1113 1142 Washington St. 1156 1157 CREEK TRANTERS 7 7 1 5 ’ 35 45’ 7 7 1 0 ’ Post OakChurch Church 1547 1550 1573 1549 1549 1548 1551 1551 1550 15511588 Jim Taylor Rd. Lloyd Corey Rd. Post Oak Rd. Beargrass Rd. Beargrass Rd. Rd. Beargrass Rd. Satterthwaite Grove Oak Grove Congleton Carson Tranters 7 7 1 5 ’ PITT COUNTY MARTIN COUNTY PROJECT BEGIN PROJECT END VICINITY MAP 64 13 64 13 64 13 6413 17BUS 17 BUS A 64 17 BUS 17BUS S 17BUS S 17 17 17 17 A64 A64 A64 A 64 A64 A64 6413 125 125S 125 125 125 125 125 903 903 903 903 903 903903 903 903 903 SHEET 1 OF 57 PERMIT DRAWING GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 0509 GREU 350 TL-3 +56.66TYP. +41.46 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 C O N T R A C T : T I P P R O J E C T : = ENGINEERING ETHERILL 2550 50 100 50 25 50 100 10 5 10 20 P R E L I M I N A R Y P L A N S PE A R T MEN N A S O H D E P T O F TRA SPORT T IO N T A TEOFN RT CAR O LI N A DIVISION PROJECT MANAGERNCDOT CONTACT: PROJECT ENGINEER PROJECT DESIGN ENGINEER ENGINEER ROADWAY DESIGN HYDRAULICS ENGINEER Prepared for:Prepared in the Office of: Bus: 919.851.8077 Fax: 919.851.8107 License No. F-0377 1223 Jones Franklin Rd. Raleigh, N.C. 27606 RIGHT OF WAY DATE: LETTING DATE: PROJECT LENGTH =2020 2040 ADT ADT DESIGN DATA K =% =D % T =% * V MPH= GRAPHIC SCALES 4 5 6 7 8 9 1 0 11 12 13 14 15 16 17 18 1 9 2 0 21 2 2 2 3 24 25 26 27 28 29 30 31 3 2 33 34 35 36 37 38 39 40 41 42 43 R - 4 7 0 5 R-4705 60 10 * TTST = 1%DUAL = 3% 4 8,600 MARTIN COUNTY COLLEGE RD.) FROM NC 903 TO SR 1182 (EAST NC 125/SR 1142 (PRISON CAMP RD.) & CULVERT. GRADING, DRAINAGE, PAVING, WIDNENING BOB A. MAY, PE EDWARD G. WETHERILL, PE JOHN S. ABEL, JR. NOVEMBER 21, 2018 OCTOBER 20, 2020 TOTAL LENGTH TIP PROJECT R-4705 LENGTH STRUCTURE TIP PROJECT R-4705 LENGTH ROADWAY TIP PROJECT R-4705 = 9.645 MILES = MILES = MILES 2018 STANDARD SPECIFICATIONS A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILLIAMSTON. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. 6,360 60 / **50 MINOR COLLECTOR FUNC. CLASS = RURAL 38932.1.FD1 60 / 50 MPH - Y 2 0 - A- A M ATC H LIN E N A 2011 N A D 83/ -Y- (N C 903) See Sheet 1-A for Index of Sheets See Sheet 1-B for See Sheet 1-C for U S 6 4 U S 1 3 PRISON CAMP RD.) -L- (NC 125 / SR 1142 P R IS O N C AM P R D . ) -L - (N C 12 5 / S R 1142 P R IS O N C AM P R D . ) -L - (N C 12 5 / S R 1142 PRISON CAMP RD.) -L- (NC 125 / SR 1142 PRISON CAMP RD.) -L- (NC 125 / SR 1142 DIVISION 1 DIVISION OF HIGHWAYS Edenton, NC 27832 113 Airport Drive, Suite 100 A- A MATC H LIN E TO US 13-17 R: \ H y d r a u li c s \ P E RM ITS _ E n v ir o n m e n t a l\ D r a w in g s \ w e t p s h \ R 4 7 0 5 _ h y d _ p s h _ 0 1_ TS H . d g n M H a r v e y 1/10 /2 0 2 3 SITE 1 SITE 2 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 3 SITE 4 SITE 5 SITE 6 SITE 7 SITE 8 SITE 9 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 SITE 17 SITE 7A SITE 6A SITE 6B TYPE-III TYPE-III TYPE-III TYPE-III 38 39 41 WOODS WOODS SR 1142 (PR ISON CAMP RD ) 23 ’ BST SCATTERED TREES EX IST R /W EX IST R /W NYSSA BURDICK ETALS KIMBERLY WARREN WORLEY MOORE & DOROTHY MIZELLE HEIRS NYSSA BURDICK ETALS EXIST R/W EXIST R/W INV=28.80’ INV=27.85’ INV=26 .86 ’ INV=26 .67 ’ 2 4 " R C P INV=28.80’ INV=27.85’ WG WF 2 4 " RC P- III 8 7 + 2 7 . 9 6 C R E S T REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP WG WF WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION GEO 415 SY EST CL B 125 TONS SEE DETAIL F TOE PROTECTION -L - 8 0 8 5 90 GREU 350 TL-3 SITE 4 SITE 5 SITE 6 Mitigation Site Mitigation Site Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL M ATC H LIN E - L- STA. 7 7 + 0 0 .0 0 S EE SH EET 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R EV IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/ 13 / 2 0 2 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ w e t p s h \ R 4 7 0 5 _ h y d _ p s h _ 1 0 . d g n U S E R : M H a r v e y 8 / 1 7 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 10 M A T C H LI N E - L- S T A. 9 0 + 00.00 S E E S H E E T 11 SEE SHEET 2D-1 FOR DITCH DETAILS SEE SHEET 46 & 47 FOR -L- PROFILE HC HC CLEARING DENOTES HAND SHEET 17 OF 57 PERMIT DRAWING WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’ F F F F F F F C F C F C F C F C F C F C F C F C N A 2 0 11 N A D 8 3 / 38 39 WOODS WOODS SR 1142 (PR ISON CAMP RD ) 23 ’ BST EX IST R /W EX IST R /W NYSSA BURDICK ETALS NYSSA BURDICK ETALS INV=28.80’ INV=27.85’ INV=26 .86 ’ INV=26 .67 ’ 2 4 " R C P INV=28.80’ INV=27.85’ WG WF 2 4 " RC P- III REMOVE EST. 21 SY GF EST. 8 TONCL B RIP RAP EST. 14 SY GF EST. 5 TON CL B RIP RAP WG WF WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SYEST CL B 70 TONS SEE DETAIL FTOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION GEO 415 SY EST CL B 125 TONS SEE DETAIL F TOE PROTECTION -L - 8 0 15 HC HC CLEARING DENOTES HAND SHEET 19 OF 57 PERMIT DRAWING SITE 5 SITE 6 SITE 4 WETLAND DENOTES FILL INFF R: \ H y d r a u lic s \ P ERM ITS _ En v ir o n m e n t a l\ D r a w in g s \ w e t p s h \ R4 7 0 5 _ h y d _ p s h _ 10 _ e n l. d g n M H a r v e y 1/10 /2 0 2 3 SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLW 38 39 41 WOODS WOODS SR 1142 (PR ISON CAMP RD ) 23 ’ BST SCATTERED TREES EX IST R /W EX IST R /W NYSSA BURDICK ETALS KIMBERLY WARREN WORLEY MOORE & DOROTHY MIZELLE HEIRS NYSSA BURDICK ETALS EXIST R/W EXIST R/W INV=28.80’ INV=27.85’ INV=26 .86 ’ INV=26 .67 ’ 2 4 " R C P INV=28.80’ INV=27.85’ WG WF 2 4 " RC P- III 8 7 + 2 7 . 9 6 C R E S T REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP WG WF WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION GEO 415 SY EST CL B 125 TONS SEE DETAIL F TOE PROTECTION -L - 8 0 8 5 90 GREU 350 TL-3 SITE 4 SITE 5 SITE 6 Mitigation Site Mitigation Site 0 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 6 7 7 7 7 7 8 8 8 8 8 9 9 9 9 9 10 10 10 10 10 11 11 11 11 11 12 12 12 12 12 13 13 13 13 1 3 14 14 14 14 1 4 15 15 15 15 15 1 5 16 16 16 16 1 6 17 17 17 17 17 18 18 18 18 1 8 19 19 19 19 1 9 20 20 2 0 20 2 0 21 21 2 1 21 2 1 22 2 2 2 2 22 2 2 23 23 2 3 23 2 3 2 3 23 24 2 4 2 4 24 2 4 2 4 24 24 25 25 25 2 5 25 2 5 2 5 2 5 2 5 2 5 25 25 25 26 26 26 26 2 6 26 2 6 2 6 26 26 26 27 2 7 27 27 2 7 27 27 27 27 27 2 8 2 8 28 28 28 28 28 28 28 28 2 8 28 28 28 2 8 28 28 2 8 29 29 29 29 29 2 9 29 29 29 2 9 29 29 29 2 9 2 9 29 29 29 29 29 29 29 29 2 9 29 29 2 9 29 29 29 29 29 2 9 29 29 2 9 29 29 29 2 9 29 2 9 2 9 29 2 9 29 29 29 29 29 29 30 3030 30 3 0 30 30 30 30 30 3 0 30 3 0 30 303030 3 0 30 3 0 3 0 30 30 3 0 3 0 3 030 30 3 0 30 30 30 30 30 30 30 30 30 30 30 3 030 30 30 30 30 30 30 30 30 30 30 30 30 3 0 30 30 30 30 30 30 3 0 30 30 3 0 303 0 3 0 30 3 0 3 0 3 0 3 0 3 0 30 30 30 3 0 30 30 30 30 3 0 30 30 30 30 30 3 0 30 30 30 30 30 3 0 30 30 3 0 30 3 0 3 0 3 0 30 3 0 30 30 30 3 0 30 30 303 0 30 30 30 30 30 30 30 30 30 30 30 30 30 30 3 0 30 3 0 30 3 0 30 30 30 30 30 30 30 30 30 30 30 3 0 3 0 30 30 3 0 3 0 3 0 30 3030 30 30 3 0 30 3 0 30 30 30 3 0 30 30 30 30 30 3 0 30 30 3 0 30 3 0 30 30 30 30 3 0 30 30 30 30 30 30 3 0 30 30 3 0 30 30 3 1 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 3131 3 1 31 31 31 31 31 31 31 31 31 31 31 31 31 3 1 3 1 3 1 3 1 3 1 31 31 3 1 31 3 1 31 31 31 3 1 31 31 3 1 31 3 13131 31 3 1 31 3131 31 31 31 3 1 31 3131 31 32 32 32 32 32 32 32 32 32 32 32 32 3232323232 32 32 32 32 32 32 33 33 33 33 33 33 33 33 33 33 33 33 3 3 34 34 34 34 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL M ATC H LIN E - L- STA. 7 7 + 0 0 .0 0 S EE SH EET 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R EV IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/ 13 / 2 0 2 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ w e t p s h \ R 4 7 0 5 _ h y d _ p s h _ 1 0 _ c o n . d g n U S E R : M H a r v e y 8 / 1 7 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 10 M A T C H LI N E - L- S T A. 9 0 + 00.00 S E E S H E E T 11 SEE SHEET 2D-1 FOR DITCH DETAILS SEE SHEET 46 & 47 FOR -L- PROFILE HC HC CLEARING DENOTES HAND SHEET 18 OF 57 PERMIT DRAWING WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’ F F F F F F F C F C F C F C F C F C F C F C F C N A 2 0 11 N A D 8 3 / HT R S S OIL C O N C 1S MTL 1SF D HT R S OIL 1SF D W S B 42 43 44 45 46 47 48 49 50 51 52 53 54 CULT CULT S OIL W OODS W OODS 30’ 22’ T T Century Link Century Link MARTIN COUNTY MAR T IN COUNT Y SR 1155 (R AC E TR ACK R D ) 18’ B ST 4 8 " WD R A IL N 48 49 ’46 " E N 7134’53" E N 2143’04" E N 3214’03" E 300634.95 EIP 300732.16EIP DIST N 4 6 13 ’3 4 " W N 4 6 13 ’4 9 " W N 5 2 2 3 ’3 0 " W 30’ 30’ EX IST R/W N 3611’10" E S 2437’13" W 19 9 . 8 8 ’ N 5 2 2 1’2 7 " W 2 0 0 . 4 4 ’ 99.97’ DOROTHY MIZELLE HEIRS ALFRED L. RODGERS DB 4 PG 421 DOROTHY MIZELLE HEIRS SR 1142 (PRISON CAMP RD) 23’ BST KIMBERLY WARREN WORLEY MOORE & EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W EX IST R /W E XIS T R /W E XIS T R /W PEGGY RODGERS ERNEST AND RODGERS FAMILY DECLARATION OF TRUST APPROX APPROX -L- 93+50 to 99+90 Rt Side slopes=3:1 or flatter D10=0.93 ft V10=1.37 fps Q10=4.1 cfs D2=0.83 ft V2=1.28 fps Q2=3.12 cfs L PRO.=650 ft L REQ.=93 ft SLOPE=0.4% DA=0.93 Ac. GRASS SWALE DATA -L- 93+35 to 100+50 Lt Side slopes=3:1 or flatter D10=0.83 ft V10=1.56 fps Q10=3.8 cfs D2=0.75 ft V2=1.46 fps Q2=2.9 cfs L PRO.=715 ft L REQ.=56 ft SLOPE=0.6% DA=0.75 Ac. GRASS SWALE DATA 24" R C P IN V =32.55’ IN V =32.69’ 15" RCP 18" RCP 24" RCP 15" RCP 15" RCP 15" RCP 1 0 1 + 2 8 . 5 9 C R E S T 14+43.77 CREST SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL B V DITCH SPECIAL LATERAL SEE DETAIL B V DITCH SPECIAL LATERAL SEE DETAIL L BASE DITCH SPECIAL LATERAL 15" 15" 15" REMOVE REMOVE REMOVE REMOVE RETAIN SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH 15" REMOVE GRADE TO DRAIN REMOVE 15 " 0 4 0 3 0 2 0 1 0 0 0 1 0 2 9 0 9 5 10 0 FF F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C F C F C F C C F F F C C C C C C C C C C F F 50.00 EX. R/W +30.00 W3 SITE 6A W4 SITE 6B Mitigation Site Mitigation Site S E E S H E E T 1 2 M A T C H LI N E - L- S T A. 1 0 3 + 0 0. 0 0 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL M ATC H LIN E - L- STA. 9 0 + 0 0 .0 0 SEE SH EET 10 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R EV IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/ 3 0 / 2 0 2 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ w e t p s h \ R 4 7 0 5 _ h y d _ p s h _ 1 1 . d g n U S E R : M H a r v e y 8 / 1 7 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 11 R / W R E V IS IO N - 10 / 2 1/ 19 - U P D A T E D D R IV E WA Y T O 2 4 ’ O N P A R C E L N O . 2 0 . B A M P LA N R E V IS IO N - 12 / 4 / 2 0 19 - A D D E D N O T E S T A T IN G D O N O T D IS T U R B S E P T IC D R A IN F IE LD O N P A R C E L N O . 18 . B A M R / W R E V IS IO N - 2 / 12 / 2 0 2 0 - U P D A T E D R IG H T O F WA Y O N P A R C E L N O . 18 T O A V O ID S E P T IC D R A IN F IE L D C O N S T . R E V IS I O N - 0 1/ 17 / 2 0 2 3 - U P D A T E D P R O P O S E D S L O P E S S T A K E S - L - S T A . 9 1+ 4 7 .9 7 t o 9 3 + 0 0 .0 0 T O M IN I MIZ E WE T L A N D I MP A C T S . B A M SHEET 17A OF 57 PERMIT DRAWING HC HC HAND CLEARING (NON-GRUBBING) MECHANIZED CLEARING (GRUBBING)* * * GRAPHIC SCALE 0’100’100’ F F FILL IN WETLAND NA 2011NAD 83/ 42 43 44 CULT CULT W OODS W OODS KIMBERLY WARREN WORLEY MOORE & DOROTHY MIZELLE HEIRS DOROTHY MIZELLE HEIRS KIMBERLY WARREN WORLEY MOORE & E X I ST R/ W EXIST R/W EXIST R/W EXIST R/W EXIST R/W APPROX APPROX -L- 93+50 to 99+90 Rt Side slopes=3:1 or flatter D10=0.93 ft V10=1.37 fps Q10=4.1 cfs D2=0.83 ft V2=1.28 fps Q2=3.12 cfs L PRO.=650 ft L REQ.=93 ft SLOPE=0.4% DA=0.93 Ac. GRASS SWALE DATA -L- 93+35 to 100+50 Lt Side slopes=3:1 or flatter D10=0.83 ft V10=1.56 fps Q10=3.8 cfs D2=0.75 ft V2=1.46 fps Q2=2.9 cfs L PRO.=715 ft L REQ.=56 ft SLOPE=0.6% DA=0.75 Ac. GRASS SWALE DATA SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH F F F F F F F F C C C C C C C C C C C C C C C C F W3 SITE 6A W4 SITE 6B Mitigation Site Mitigation Site HC HC HAND CLEARING (NON-GRUBBING) MECHANIZED CLEARING (GRUBBING)* * * SHEET 17B OF 57 PERMIT DRAWING F F FILL IN WETLAND SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLW HT R S S OIL C O N C 1S MTL 1SF D HT R S OIL 1SF D W S B 42 43 44 45 46 47 48 49 50 51 52 53 54 CULT CULT S OIL W OODS W OODS 30’ 22’ T T Century Link Century Link MARTIN COUNTY MAR T IN COUNT Y SR 1155 (R AC E TR ACK R D ) 18’ B ST 4 8 " WD R A IL N 48 49 ’46 " E N 7134’53" E N 2143’04" E N 3214’03" E 300634.95 EIP 300732.16EIP DIST N 4 6 13 ’3 4 " W N 4 6 13 ’4 9 " W N 5 2 2 3 ’3 0 " W 30’ 30’ EX IST R/W N 3611’10" E S 2437’13" W 19 9 . 8 8 ’ N 5 2 2 1’2 7 " W 2 0 0 . 4 4 ’ 99.97’ DOROTHY MIZELLE HEIRS ALFRED L. RODGERS DB 4 PG 421 DOROTHY MIZELLE HEIRS SR 1142 (PRISON CAMP RD) 23’ BST KIMBERLY WARREN WORLEY MOORE & EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W EX IST R /W E XIS T R /W E XIS T R /W PEGGY RODGERS ERNEST AND RODGERS FAMILY DECLARATION OF TRUST SHEET 17C OF 57 PERMIT DRAWING HC HC HAND CLEARING (NON-GRUBBING) MECHANIZED CLEARING (GRUBBING)* * * APPROX APPROX -L- 93+50 to 99+90 Rt Side slopes=3:1 or flatter D10=0.93 ft V10=1.37 fps Q10=4.1 cfs D2=0.83 ft V2=1.28 fps Q2=3.12 cfs L PRO.=650 ft L REQ.=93 ft SLOPE=0.4% DA=0.93 Ac. GRASS SWALE DATA -L- 93+35 to 100+50 Lt Side slopes=3:1 or flatter D10=0.83 ft V10=1.56 fps Q10=3.8 cfs D2=0.75 ft V2=1.46 fps Q2=2.9 cfs L PRO.=715 ft L REQ.=56 ft SLOPE=0.6% DA=0.75 Ac. GRASS SWALE DATA 24" R C P IN V =32.55’ IN V =32.69’ 15" RCP 18" RCP 24" RCP 15" RCP 15" RCP 15" RCP 1 0 1 + 2 8 . 5 9 C R E S T 14+43.77 CREST SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL B V DITCH SPECIAL LATERAL SEE DETAIL B V DITCH SPECIAL LATERAL SEE DETAIL L BASE DITCH SPECIAL LATERAL 15" 15" 15" REMOVE REMOVE REMOVE REMOVE RETAIN SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH 15" REMOVE GRADE TO DRAIN REMOVE 15 " GRAPHIC SCALE 0’100’100’ F F FILL IN WETLAND 0 4 0 3 0 2 0 1 0 0 0 1 0 2 9 0 9 5 10 0 FF F F F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C F C F C F C C F F F C C C C C C C C C C F F 50.00 EX. R/W +30.00 W3 SITE 6A W4 SITE 6B Mitigation Site Mitigation Site S E E S H E E T 1 2 M A T C H LI N E - L- S T A. 1 0 3 + 0 0. 0 0 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL M ATC H LIN E - L- STA. 9 0 + 0 0 .0 0 SEE SH EET 10 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R EV IS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/ 3 0 / 2 0 2 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ w e t p s h \ R 4 7 0 5 _ h y d _ p s h _ 1 1 _ c o n . d g n U S E R : M H a r v e y 8 / 1 7 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 11 R / W R E V IS IO N - 10 / 2 1/ 19 - U P D A T E D D R IV E WA Y T O 2 4 ’ O N P A R C E L N O . 2 0 . B A M P LA N R E V IS IO N - 12 / 4 / 2 0 19 - A D D E D N O T E S T A T IN G D O N O T D IS T U R B S E P T IC D R A IN F IE LD O N P A R C E L N O . 18 . B A M R / W R E V IS IO N - 2 / 12 / 2 0 2 0 - U P D A T E D R IG H T O F WA Y O N P A R C E L N O . 18 T O A V O ID S E P T IC D R A IN F IE L D C O N S T . R E V IS I O N - 0 1/ 17 / 2 0 2 3 - U P D A T E D P R O P O S E D S L O P E S S T A K E S - L - S T A . 9 1+ 4 7 .9 7 t o 9 3 + 0 0 .0 0 T O M IN I MIZ E WE T L A N D I MP A C T S . B A M 0 0 0 0 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 10 1 0 10 10 10 1 0 10 10 10 10 11 1 1 11 11 11 1 1 11 11 11 11 12 1 2 12 12 12 1 2 12 12 12 12 13 1 3 13 13 13 1 3 13 13 13 13 14 1 4 14 14 14 1 4 14 14 14 14 1 5 15 15 15 1 5 15 15 15 15 16 1 6 16 16 16 1 6 16 16 16 16 17 1 7 17 17 17 1 7 17 17 17 17 18 1 8 18 18 18 1 8 18 18 18 18 19 1 9 19 19 19 1 9 19 19 19 19 2 0 20 20 2 0 20 2 0 20 20 20 2 0 21 2 1 21 2 1 21 2 1 21 21 21 2 1 22 2 2 22 2 2 22 2 2 22 22 22 2 2 23 2 3 23 2 3 23 2 3 23 23 23 2 3 24 2 4 24 24 24 2 4 24 24 24 2 4 25 25 25 2 5 25 2 5 25 25 25 2 5 26 2 6 26 2 6 26 2 6 26 26 26 26 27 2 7 27 2 7 27 2 7 27 27 27 27 2 8 2 8 2 8 28 2 8 28 28 28 28 2 9 2 9 2 9 29 2 9 29 29 2 9 29 2 9 29 3 0 3 0 30 30 30 30 3030 30 30 30 30 30 30 30 30 3 0 30 30 3 0 30 30 3 0 30 30 3030 3 0 30 3 0 3 0 3 0 30 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 30 30 3 0 30 30 3 0 3 0 30 30 30 3 0 30 30 31 3 1 31 31 3 1 31 3 1 31 31 3 1 31 31 31 31 31 3 1 31 31 31 31 3 1 3 1 3131 31 31 31 31 31 31 31 3 1 31 31 3 1 3 1 3 2 32 32 32 32 3 2 32 32 32 3 2 32 32 32 32 32 32 32 32 32 32 3 2 3 2 3 2 32 3 2 32 32 3 2 32 32 333 3 33 3 3 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 3 3 3 3 33 3 3 3 3 33 3 3 3 3 33 3 4 34 34 34 3 4 34 3 4 34 3 4 3 4 34 34 34 34 34 34 34 34 34 3 4 3 4 34 34 3 4 34 34 3 4 34 34 3 4 34 34 34 34 34 34 3 4 34 3 4 3 4 34 34 3 4 3 4 3 4 35 35 35 3 5 35 35 35 35 35 35 35 35 35 35 35 35 3535 35 35 35 35 3535 35 35 35 35 35 3 5 35 3 5 3 5 3 5 35 35 35 35 35 35 3 5 3 5 35 35 35 3 5 3 5 35 35 35 35 3 5 35 3 5 3 5 35 35 3 5 3 5 35 35 3 5 35 35 35 35 35 35 35 3 5 3 5 3 5 35 35 35 35 35 35 36 36 36 36 36 36 36 36 36 36 36 3 6 36 36 36 3 6 36 3 6 36 36 36 36 36 36 3 6 3 6 3 6 36 3 6 36 3 6 3 6 3636 3 6 36 3 6 3 6 36 36 36 36 36 3 6 36 36 36 3 6 3 6 3 63 6 36 36 36 36 3 6 36 37 3 7 3 7 37 3 7 3 7 37 37 37 3 7 37 37 3 7 3 7 3 7 37 3 7 37 37 37 37 3 7 37 3 7 37 37 37 3 7 37 3 7 37 37 3 7 3 7 3 7 37 3 7 3 7 3 7 3 7 37 3 7 37 3 7 37 3737 37 37 38 38 3 9 NA 2011NAD 83/ SHEET 17D OF 57 PERMIT DRAWING WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS 0.0150.040 33.19 2. 70: 12.81:1 0.0250.033 33.26 3:1 3: 1 0.0250.025 33.31 3: 13:1 0.0250.025 8:1 3:1 3: 1 7:1 31.14 31.25 33.38 3:1 0.0250.025 8:1 3:13: 1 7:1 31.29 31.39 33.44 0.0250.025 7 :1 3:13: 1 7:1 31.44 31.54 33.73 0.0250.025 6 :1 3:13: 1 6:1 31.59 31.6834.03 0.0250.025 6 :1 3:13: 1 6:1 31.74 31.8234.32 0.0250.025 5 :1 3:13: 1 5:1 31.89 31.9734.61 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 0 1/ 3 0 / 2 0 2 3 R : \ H y d r a u l i c s \ C A D D \ X S C \ R 4 7 0 5 _ R d y _ x p l _ l . d g n U S E R : M H a r v e y 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO. 30 30 92+00.00 30 30 92+50.00 30 30 93+00.00 30 30 93+50.00 30 30 94+00.00 30 30 94+50.00 30 30 95+00.00 30 30 95+50.00 30 30 96+00.00 X-20R-4705 -L- 5 10 Hand Existing Existing Channel Channel Permanent Excavation Mechanized Clearing Permanent Temp. Channel Channel Relocation Stabilization Site Station Structure Fill In in Clearing in SW SW Impacts Impacts for for No. (From/To) Size / Type Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Streams Streams (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) (ft) 1 -Y1- 21+93 SA 42" RCP < 0.01 < 0.01 33 10 14 2 -L- 21+60 SB 48" RCP < 0.01 < 0.01 49 27 14 3 -L- 53+70 SC 2@ 7' x 5' RCBC 0.02 < 0.01 10 10 46 3A -L- 51+84 to 55+00 LT WC 0.06 0.13 3B -L- 52+30 to 55+57 RT WE 0.06 0.15 4 -L- 72+94 to 80+91 RT WF 0.23 0.38 5 -L- 74+83 to 77+78 LT WH 0.08 0.06 6 -L- 91+50 to 80+68 LT WG 0.09 0.12 6A -L- 78+23 to 93+13 RT W3 0.01 0.03 0.02 6B -L- 78+23 to 93+44 LT W4 0.02 0.04 7 -L- 115+05 SE, WI 2 @ 24" RCP 0.03 < 0.01 < 0.01 16 10 12 7A -L- 124+71 SG 36" RCP < 0.01 < 0.01 44 26 14 8 -L- 148+60 SI 42" RCP 0.01 < 0.01 97 20 14 9 -L- 213+00 WK 30" RCP outlet < 0.01 < 0.01 10 -L- 292+63 to 296+96 WM < 0.01 0.06 11 -L- 325+00 SK 2 @ 36" RCP < 0.01 < 0.01 5 7 16 12 -L- 359+75 READY BRANCH 66" RCP < 0.01 < 0.01 44 20 20 13 -L- 379+42 SL 2 @ 36" RCP < 0.01 < 0.01 4 10 16 14 -L- 390+60 SN Ditch 0.03 < 0.01 313 17 15 -L- 393+55 SM 66" RCP < 0.01 < 0.01 55 30 20 16 -L- 498+70 SP 36" ALT < 0.01 < 0.01 14 12 17 -L- 513+50 DOG BRANCH 48" CMP outlet < 0.01 < 0.01 4 7 14 TOTALS*:0.57 < 0.01 0.03 0.96 0.11 0.03 674 208 0 212 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 53 53 Site 14's JS linestyle ends at ditch, however, it was discussed at 4B that the feature continues in the ditchline to empty into stream SM (Site 15). WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS MARTIN CO. R-4705 38932.1.FD1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 1/30/2023 OF