20181598 Ver 7_R-1015 Individual Modification Craven March 4 2022_20220304

March 2, 2022

Mr. Philip S. Harris, P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598

Dear Mr. Harris:

Subject: DMS Mitigation Acceptance Letter:

R-1015, US 70 – Havelock Bypass from North of Pine Grove to North of the Carteret
County Line, Craven County

References: USACE 404 Individual Permit issued April 18, 2019 and permit modifications issued
May 11, 2020 and July 21, 2021(USACE Action ID 1993-02466)

NCDWR 401 Water Quality Certification issued April 3, 2019, correction letter dated
November 25, 2019 and permit modifications issued on May 1, 2020 and July 9, 2021
(NCDWR ID 2018-1598)

The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the additional compensatory wetland mitigation for the subject project. Based on the information supplied by
you on March 1, 2022, the impacts are located in CU 03020204 of the Neuse River basin in the Southern Outer
Coastal Plain (SOCP) Eco-Region, and are as follows:

Table 1 – Additional Impacts (feet / acres)
Neuse
03020204
SOCP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 0 0.010 0.280 0 0 0
*NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.

This additional impact and associated mitigation needs were not projected by the NCDOT in the 2022
impact data. DMS is currently providing stream, wetland, and buffer mitigation for the impacts associated with
this project located in cataloging unit 03020204 of the Neuse River basin as required by the 404 and 401 permits
issued in April 2019, May 2020, and July 2021 as shown in the below table (in mitigation credits)

Mr. Harris
TIP R-1015
March 2, 2022
Page Two
Table 2 – Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based
on issued permits) and Revised Anticipated Impacts (based on mitigation request)
Impact Type
Total Permitted
Impacts
(feet / acre / sq ft)
Mitigation Provided by
DMS per Issued
Permits (Credits)
Additional
Impact (for
approval)
Revised Total
Impacts*
Stream (warm) 2,870.000 5,740.000 0.000 2,870.000
Riparian Wetland 15.820 31.640 0.010 15.830
Non-Riparian
Wetland 98.440 196.210 0.280 98.720
Riparian Buffer 89,824.000 210,473.000 0.000 89,824.000
*Some of the additional stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
DMS will provide the amount of mitigation as determined by the regulatory agencies.
DMS commits to implementing additional sufficient compensatory wetland mitigation credits to offset
the impacts associated with this project as determined by the regulatory agencies using the delivery timeline
listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation
acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
8420.
Sincerely,
James B. Stanfill
Asset Management Supervisor
cc: Mr. Monte Matthews, USACE – Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit
File: R-1015 Mod 3
for
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TO PLO T FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)NAD 83MATCH LINE STA.100+00 SEE SHEET 8SEE SHEETS 51 AND 52 FOR PROFILE -L-SEE SHEET 76 FOR PROFILE -RP1CD- STA
.15+00
SEE
SHEET
41
MATCH
LINE
-RP1AB
-STA.23+60 SEE SHEET 41MATCH LIN E -RP1CD-
MATCH LINE STA. 72+00 SEE SHEET 6 STA. 7+20 SEE SHEET 6MATCH LIN E -RP1B-SEE SHEET 77 FOR PROFILE -LP1B-DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE SHEET 71 AND 72 FOR PROFILE -RP1B-SEE SHEET 72 FOR PROFILE -RP1AB-TO SOUTH OF SR 1176 (CAROLINA PINES BLVD)FROM SOUTH OF CARTERET / CRAVEN COUNTY LINEUS 70 (HAVELOCK BYPASS)R-1015DGMTRRCRAVEN6 / 18 / 2018 4700 FALLS OF NEUSE ROAD,
SUITE 300RALEIGH, NORTH CAROLINA 27609(919) 781-4626 VOICE (919)
781-4869
FAXNC License NO.: F-0105SEE SHEET 2B-7 SKETCH 1 FOR PROPOSED BRIDGE SKETCHSEE SHEETS 2D-1 THRU 2D-2 FOR DRAINAGE DITCH DETAILS
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W
/ ELBOWS2GI2GI2GI 2GI 2GIREMOVEREMOVE36" RCP-IV
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36" RCP-V EQUILIZER
18" RCP-IV
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SEE DETAIL CBERM36" RCP-IV36" RCP-V
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SC Sta. 79+96.30
80
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12
'-LP1B- CS Sta. 7+09.19-LP1B- SC Sta. 1+95.00-LP1B- ST Sta. 0+00.00= C&G TO PS50'NB -RP1AB-5
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36'-L- ST Sta. 89+81.95 (47' LT) -L- CS Sta. 98+38.97
24'
300' T
A
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-LP1B--RP1CD-PS10'= 138° 16' 55.9"-RP1AB- POT Sta. 11+76.3036'24'24'
24
'24'24'TYPE B-77TYPE B-77TYPE B-77TYPE B-77ATTENUATOR (TL-3)ATTENUATOR (TL-3)TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77GREU (TL-3)GREU (TL-3)GREU (TL-3)GREU (TL-3)24'
PS
4'
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4'
07
07
06
06
05 0504040303025 TYP50.00'+96.30
07
07
06
06
05
05 04
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YP
50.00'
+38.97
07
075
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06
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04
03
0259.00'+86
.00
TYP18.00'
+36.19
06 05 04 03 02 01 00 01 02 03 04
05
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TYP39.00'TYP38.00'+46.94 +38.94
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025TYP36.00'
+27.57
025025
TYPE B-77GREU-TL38:18:1 PS12'TYPE B-77N/A188002015 ADT2035 ADTN/A900291003000017900N/A2910047000US 70TO CARTERET CO.TO HAVELOCKUS 70BY-PASS
GREU (TL-3)TYP36.00'+02.45END SBG+93.00BEGIN SBG+94.98BEGIN SBG+82.78END SBG+52.27BEGIN SBG+64.45BEGIN SBGPROP SBGPROP SBGPROP SBGPROP SBGPS
9
.67'
PS
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.67
'
PS
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.67'
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.67'GREU TL-3SEE UBO PLANS025 025 025
025
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END WALL #1BEGIN WALL #1WALL #2BEGIN WALL #2END11137.00' RT117.00' RT+25.00 -RP1CD-137.00' RT117.00' RT+53.00 -RP1CD-137.00' RT117.00' RT+63.00 -RP1CD-137.00' RT117.00' RT+98.00 -RP1CD-137.00' RT117.00' RT+08.00 -RP1CD-137.00' RT117.00' RT+36.00 -RP1CD-137.00' RT117.00' RT+26.00 -RP1CD-137.00' RT117.00' RT+15.00 -RP1CD-137.00' RT117.00' RT+73.00 -RP1CD-137.00' RT117.00' RT+63.00 -RP1CD-137.00' RT117.00' RT+08.00 -RP1CD-137.00' RT117.00' RT+18.00 -RP1CD-117.00' RT+50.00 -RP1CDTTFOFOFO8"TTREPEATERHHREPEATERFOFOFOFOFOFOFOFOFO8"8"8"CONCCONC24" CONC18" CONC W/FES18" CONC W/FES CROATAN NATIONAL FORESTDEPARTMENT OF AGRICULTURE CROATAN NATIONAL FORESTDEPARTMENT OF AGRICULTUREEXISTING R/W 60' FROM CTR OF EBL VARIESEXISTING R/W 50' FROM CTR OF WBL VARIEST FOT FOT FOT FOT FOT FOT FOT FOT FOT FOTTTTTTTTTTT FOT FOT FOT FOT FOT FOT FOT FOT FOT FOT FOT FOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT4'
BSTRRRRRRRRRUS 70

24.5'

BSTUS 70

24.5'
BST3.5' BST3.5'

BST3.5'

BSTW2W2W1CHORDCHORDCHORDW2V10=1.2fpsQ10=30cfsV10=1.5fpsQ10=14.0cfsFCFCFCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFFFFFF
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F Submitted 3/4/2022
REVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
10R-1015NAD 83M ATCH LINE STA. 142+00 SEE SHEET 11
M ATCH LIN E STA. 128+00 SEE SHEET 9
4700 FALLS OF NEUSE ROAD, SUITE 300RALEIGH, NORTH CAROLINA 27609(919) 781-4626 VOICE [phone] FAXNC License NO.: F-0105
SEAL

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IER .R .T015869EXIST RR R/WEXIST RR R/WEXIST RR R/WEXIST RR R/WEXIST RR R/WEXIST RR R/WPOWER TRANSMISSION EASEMENTATLANTIC AND EAST CAROLINA RAILROAD200.71'200.71' CROATAN NATIONAL FORESTDEPARTMENT OF AGRICULTURE CROATAN NATIONAL FORESTDEPARTMENT OF AGRICULTURECP&L R/WATLANTIC & EAST CAROLINA RRSITE 4SITE 6W3W4W5SITE 5130
135
140
15
-L- TS Sta. 127+38.75
-L- STA 138+31.09-L- SC Sta. 130+34.75
-L-2GISEE DETAIL BFS15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV
W / ELBO W S
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W / ELBO W S18" CAAP 2GISEE DETAIL BFS36" RCP-IVEQUALIZER18" RCP-IV CLASS-I RR=560 TONSDDE= 400 CYS=0.001 FT/FTSEE DETAIL EW/ CLASS I RIP RAPSTANDARD 12' BASE DITCHTB 2GITB 2GITB 2GITB 2GITB 2GIEST. 7 SY GFEST. 2 TONSCL B RIP RAPEST. 5 SY GFEST. 1 TONCL B RIP RAPNATURAL GROUNDDITCH TO FILL EXISTING 15" RCP-IV TB 2GI12CHORDCHORD48" CMPW4W5W30'50'100'150'50'GRAPHIC SCALEWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED****R:\Hydraulics\PERMITS_Environmental\Drawings\Wetland & Stream\r-1015_Hyd_prm_wet_psh10.dgnmgberry2/18/2022HCHCCLEARINGDENOTES HANDFILL IN WETLANDSHAND CLEARINGEXCAVATIONEEIN WETLANDDENOTES EXCAVATION30SHEET OF 167PERMIT DRAWING2:12:1D( Not to Scale)STANDARD BASE DITCHBFROM -L- STA. 138+00 LT TO STA. 140+17 (RT)DETAIL EB=12 Ft.Min. D=3.5 Ft.GroundNaturalGroundNaturalType of Liner=CL. I Rip-RapGeotextileto TBRip Rapto TBRip RapFILL IN WETLANDSMECH CLEARINGTTTEMPORARY FILL IN WETLANDECAVATION IN WETLANDSTEMP FILL IN WETLANDSTEMP FILL IN WETLANDSFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFV10=2.5fpsQ10=223cfsSubmitted 3/4/2022
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3333NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONR. GRAHAM WILLIAMS, et uxBOLING FAMILY INVESTMENTS, L.L.C., et alBOLING FAMILY INVESTMENTS, L.L.C., et alCLYDE O. BELANGIA, JR., et alCLYDE O. BELANGIA, JR., et alNORTH CAROLINA DEPARTMENT OF TRANSPORTATIONWOODSWOODS455
460
-L--L- TS Sta. 452+51.21
-L- SC Sta. 458+09.21 END WW FENCEBEGIN WW FENCE2GI-D2GI2GI2GI2GI15" RCP-IV 15" RCP-IV 15" RCP-IV
15
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PESEE DETAIL BFSSEE DETAIL BFSSEE DETAIL BFSREM OVE15" RCP-III HW48" RCP-IVBURIED 1'84" RCP-IV,36" RCP-I
VSEE DETAIL NNMEDIAN 'V' DITCHEST. 5 SY GFEST. 1 TONSCL B RIP RAPEST. 50 SY GFEST. 26 TONSCL I RIP RAPEST. 104 SY GFEST. 57 TONSCL I RIP RAPEST. 5 SY GFEST. 1 TONCL B RIP RAPEST. 5 SY GFEST. 1 TONCL B RIP RAPEST. 5 SY GFEST. 1 TONCL B RIP RAP(SHEET 2C-2)SEE SPECIAL DETAILHWSITE 35BSITE 36ASITE 36BW67W67W67REVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
32R-10150'50'100'150'50'GRAPHIC SCALEWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED****SHEET __ OF __PERMIT DRAWINGR:\Hydraulics\PERMITS_Environmental\Drawings\Wetland & Stream\r-1015_Hyd_prm_wet_psh32.dgnmgberry2/18/2022167120EEWETLAND EXCAVATIONEXCAVATION IN WETLANDSREVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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SEE SHEETS 65 FOR PROFILE -L-4700 FALLS OF NEUSE ROAD, SUITE 300RALEIGH, NORTH CAROLINA 27609(919) 781-4626 VOICE [phone] FAXNC License NO.: F-0105SEE SHEETS 2D-1 THRU 2D-2 FOR DRAINAGE DITCH DETAILS
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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 / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 42+12 TO 54+15 -L- RTROADWAY FILL 0.590.32 0.252 57+70 TO 76+06 -L- RTROADWAY FILL 2.681.65 0.730+00 TO 33+68 -RP1CD- RT3 70+94 TO 122+68 -L- RT/LT ROADWAY FILL 26.140.32 3.0822+61 TO 29+63 -RP1AB- LT4 127+97 TO 132+42 -L- LT/RT ROADWAY FILL 1.530.095 136+88 TO 140+23 -L- LT/RT ROADWAY FILL 0.10 0.13 0.17 0.116 138+19 TO 149+15 -L- LT/RT ROADWAY FILL 5.170.377 154+60 TO 163+94 -L- LT/RT ROADWAY FILL 2.520.328 167+89 TO 168+21 -L- LT/RT ROADWAY FILL 0.02< 0.019 170+05 TO 197+19 -L- LT/RTDual Bridges; 12@ 135', 72" MBT4.90 0.03 0.03 0.65 3.9210 197+45 TO 210+28 -L- LT/RT ROADWAY FILL 6.690.5511 211+31 TO 218+97 -L- LT/RT ROADWAY FILL 2.820.2112 218+39 TO 224+77 -L- LT/RT ROADWAY FILL 2.46< 0.01 0.1613 229+73 TO 238+69 -L- LT/RT ROADWAY FILL 6.850.3714 7+87 TO 11+18 -Y3RPB- LT/RT72" RCP, BURIED0.830.160.05 < 0.01 337.9 56.185515 12+60 TO 13+72 -Y3RPB- LT/RT ROADWAY FILL 0.320.0316 237+79 TO 244+33 -L- LT/RT 72" RCP, BURRIED 1' 2.420.220.03 < 0.01 200.9 58.893617 52+61 TO 53+18 -Y3DET- LT/RT 72" RCP, BURRIED 1' 0.040.01 0.010.03 0.02 129.7 88.9917A 52+61 TO 53+18 -Y3DET- LT/RT 60" TEMP PIPE0.050.0118 20+55 TO 24+91 -Y3RPD- LT/RT ROADWAY FILL 0.980.02 0.1018A 55+30 TO 57+16-Y3DET- LT/RT TEMP DETOUR0.150.0319 16+94 TO 17+92 -Y3RPD- LT/RT 84" RCP, BURIED 1' 0.090.050.06 < 0.01 261.2 44.1TOTALS*:67.16 0.36 2.51 7.47 3.95 0.16 0.04 930 248 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 165OF 167 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSCRAVEN COUNTYR-101534360.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2/18/2022Bridge Impacts at Site 9: 0.02 acres for Temporary Bents, <0.01 acres for all permanent bents.Submitted 3/4/2022
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 / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)20 57+34 TO 62+48 -Y3- RTROADWAY FILL 1.460.10 0.1821 58+29 TO 63+51 -Y3- RTROADWAY FILL 0.560.21 0.0821A 58+89 TO 64+03Y3DET- LT/RT TEMP DETOUR0.25 0.110.1222 267+83 TO 273+90 -L- LT/RT 84" RCP, BURIED 1' 0.860.120.05 0.01 583.6 61.109923 280+57 TO 293+27 -L- LT/RTDual Bridge; 7 @ 135', 72" MBT1.030.15 3.0524 308+19 TO 314+60 -L- LT/RT42" RCP0.740.04 0.0625A 328+41 TO 336+80 -L- LT/RT 2@ 72" RCP, BURIED 1' 1.800.10 0.1225B 325+13 TO 325+48 -L- RTROADWAY FILL < 0.01< 0.0126 337+97 TO 342+81 -L- RT 72" RCP, BURRIED 1' 0.47< 0.010.1127 340+63 TO 344+93 -L- LT 72" RCP, BURRIED 1' 0.750.080.0528A 348+96 TO 349+65 -L- RTROADWAY FILL 0.010.0228B 351+33 TO 352+19 -L- RTROADWAY FILL < 0.010.0229 355+33 TO 357+51 -L- LTROADWAY FILL 0.030.070.0430 355+83 TO 357+47 -L- RTROADWAY FILL 0.270.0431 373+16 TO 380+23 -L- LT/RT ROADWAY FILL 2.220.070.3232 392+99 TO 399+33 -L- LT/RT ROADWAY FILL 0.560.1533 408+22 TO 408+87 -L- LTROADWAY FILL < 0.010.0134 409+25 TO 409+75 -L- RTROADWAY FILL 0.18< 0.0135A 432+62 TO 449+72 -L- LT/RT ROADWAY FILL 5.490.7735B 450+94 TO 454+47 -L- LT/RT ROADWAY FILL 0.710.01 0.1136A 456+65 TO 461+70 -L- LT/RT 84" RCP, BURIED 1' 0.790.1536B 462+57 TO 464+60 -L- LT/RT ROADWAY FILL 0.500.02 0.0537 468+85 TO 486+94 -L- LT/RT ROADWAY FILL 3.430.01 0.50SUB TOTALS THIS SHEET*:21.89 0.25 0.81 2.47 3.77 0.05 0.01 584 61 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 166OF 167WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSCRAVEN COUNTYR-101534360.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS02/18/2022Bridge Impacts at Site 23: 0.04 acres for Temporary Bents, <0.01 acres for all permanent bents.Submitted 3/4/2022
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 / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)38A 489+64 TO 493+80 -L- LT/RT ROADWAY FILL 0.490.0338B 496+92 TO 498+23 -L- LT/RT ROADWAY FILL 0.300.0639 507+39 TO 518+70 -L- LT/RT 2 @ 10'X8' RCBC 2.990.08 0.200.22 0.03 984.87 116.3740RP2AC/RP2A/LP2AROADWAY FILL 5.380.12 0.7841 41+40 TO 47+97 -RP2AC- LT/RT EXTEND 3@ 9'X7' RCBC 0.030.01 0.110.05 0.08 48.71 56.794234+08 TO 37+91 -Y4- LT 72" RCP, BURIED 1' 0.010.04 0.06< 0.01 < 0.01 20.43 11.64333+80 TO 35+02 -Y4- RT 72" RCP, BURIED 1' < 0.010.01 0.04< 0.01 < 0.01 41.75 10.354451+17 TO 53+70 -Y4- LT 2 @ 84" RCP, BURIED1' 0.240.02 0.090.02 < 0.01 121.5 10.745 50+49 TO 57+08 -Y4DET- LT/RT 2 @ 84" RCP, BURIED1' 0.350.120.04 0.02 116.4 98.945A 50+47 TO 57+03 -Y4DET-TEMP DETOUR0.510.1946533+11 -L- RT30" RCP< 0.01 < 0.01 10.0 16.047563+36 -L- RT36" RCP< 0.0112.09.79 0.51 0.29 1.48 0.19 0.34 0.13 1356 32167.16 0.36 2.51 7.47 3.95 0.16 0.04 930 24821.89 0.25 0.81 2.47 3.77 0.05 0.01 584 61 0TOTALS*:98.84 1.12 3.61 11.42 7.91 0.55 0.18 2869 630 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 167OF 167 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSCRAVEN COUNTYR-101534360.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS02/18/2022SUB TOTAL SHEET 1:SUB TOTAL THIS SHEET:SUB TOTAL SHEET 2:At Site 45/45A, 0.03 acre of Temporary Fill in Wetlands in the Hand Clearing area for erosion control measures.Submitted 3/4/2022