HomeMy WebLinkAbout20210923 Ver 1_Wentworth St. Permit Drawings_20210623(Version 2.08; Released April 2018)17BP.7.R.140TIP No.:17BP.7.R.140County(ies):Rockingham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?NoneSupplemental Classification: Forest, agricultural, and rural residentialWolf Island Creek22-480.20.08Project DescriptionProposed ProjectRoanokeRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nogcail@ncdot.govAddress:3/5/2021RockinghamReidsvilleGalen CailRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:Reid B. Robol - VHBNCDOT Contact:919-707-6711Suite 500Raleigh, NC 27606Contractor / Designer:919-754-5005940 Main Campus DriveNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DriveAddress:General Project Information17BP.7.R.14017BP.7.R.140Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State project 17BP.7.R.140 involves the replacement of the existing NCDOT Bridge #SF-780239 on SR 1998 over Wolf Island Creek. Bridge #SF-780239 consists of 4@13' 9.5" RC rigid frame and mass concrete abutments and interior bents. The proposed bridge consists of 1@70' 24" cored slab with 4'-0" caps. The proposed crossing is located in Zone AE of FIRM Map number 3710799500J and was studied by Detailed methods (Pre-preliminary). A stormwater outfall is proposed at the northwest corner of the proposed bridge and a Rip Rap pad will be utilized to dissipate the energy. No deck drains are required for the proposed bridge.N/ABuffer Rules in Effect:1400Bridge: 2@10' lanes with 3'-11'' paved shoulders. 27'-10" clear roadway. Road (-L-): 2@10' lanes with 2' paved shoulders (4.25' w/ guardrail/) and 4' grass shoulders. Waterbody Information2014NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.2@9.9' lanes with 2.0' shoulders. 2800rrobol@vhb.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?YesDeck 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)
%
238
248
C255
62
56
126
C288
C57
2463
2471
24702464
2412
2413
2413
2053
2041
2041
2711
2003
2003
1998
1998
1998
2010
2006
2005
2071
20782080
2081
2067
1993
2725
1987
1987
1987
1997
1997
1996
27242077
20902089
2089
2090 2091
1986
2073
2710
2707
2034
3130
1985
2671
3130
2670
2670
2545
2687
2687
2003
2065
2065
2001
1998
1998
2000
2008
2007
1993
2825
2827
2826
2826
.80.28 .33
.
2
0
.47.66.12.08.09.08
.12.12.13.14.10.10 .10.1
0
.80.58.6
0
.60
.17.62.04
.18 .04
.02.55
.25.04.41.22.13
.13
.
7
5
.
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0
.10 .231.05.98.03.05.10.05 .39
.74.79
.38.37
.68.76 .90.11.49.63.
7
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.
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.15.15.14
.12
.03.06.09.07
.02.80.10.2
3.77
.08.07.04
.37
.44.22
.30 .38.20
.13.40
.64.28.20.26.10.07.21.07.08.04
.06 .
1
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.05.20.39
.07.20.79.15
.67
.3
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.55.0
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.07
.14.09.08
.27
.11.
0
7 .28W olf
IslandCreek
SOUTHERNSt.E.Harrison St.
W.
Wentworth
Rd.Nort
hScalesN.
WillowMadison
Sweetwater Ln.Pl
a
nt
ati
o
n Dr.
E. PlantationCir.Holden Dr.
29
BUS
.05
.07 .24
Valley
.11.27-L- Sta. 13+23.00
BEGIN APPROACH SLAB
-L- Sta. 13+35.00
BEGIN BRIDGE
-L- Sta. 14+00.00
END BRIDGE
-L- Sta. 14+12.00
END APPROACH SLAB
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.140
-L- POT Sta. 15+50.00
END PROJECT 17BP.7.R.140
LIMITS
PROJECT
17BP.7.R.140
NAD
8
3/ NA
2
0
1
1
WENTWORTH
TO
DOWNTOWN REIDSVILLE
TO
-L-WO LF ISLAN D CR EEK
(WENTWORTH STREET)
SR 1998
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SHEET 1 OF 5
PERMIT DRAWING
SITE 2
25 50 10050
25 50 10050
5 10 20 10
=ADT
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
10:22:55 AMR:\Hydraulics\PERMITS_Environmental\Drawings\780239_hyd_prm_wet_tsh.dgnmkamprathNORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PROJECT ENGINEER
HYDRAULIC ENGINEERHYDRAULIC ENGINEER
PLANS PREPARED BY:
VICINITY MAP
(NOT TO SCALE)PROJECT:V =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN ENGINEER
17BP.7.R.140
17BP.7.R.140REID B. ROBOL, PE
MINOR COLLECTOR
(2014)
=ADT (2025)
TOTAL LENGTH TIP PROJECT = 0.076 MILES
LENGTH STRUCTURE TIP PROJECT = 0.014 MILES
LENGTH ROADWAY TIP PROJECT = 0.062 MILES 2018 STANDARD SPECIFICATIONS
GRADING, PAVING, DRAINAGE AND STRUCTURE
SUB REGIONAL TIER
DAVID SIMPSON, PE
NCDOT CONTACT:
PROGRAM MANAGER
DIVISION BRIDGE
Prepared in the Office of Simpson Engineers & Associates for
RIGHT OF WAY DATE:
2,800
OFF-SITE DETOUR
CONTRACT:ON SR 1998 (WENTWORTH STREET)
DIVISION 7
TIM POWERS, PE
40 MPH
1,400
BRIDGE NO. 239 OVER WOLF ISLAND CREEK
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
ROCKINGHAM COUNTY
IMPSON
NGINEERS
&SSOCIATESAES
www.simpsonengr.com
(919) 852-0598 (Fax)
(919) 852-0468
Cary, NC 27518
Suite 200
5640 Dillard Drive
LICENSE NO. C-2521
4
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 2 OF 5
PERMIT DRAWING
SITE 1
GPS LOCTION PROVIDED FOR REFERENCE ONLY
DO NOT IMPACT WITH WORK IN DUE AREA.
JS STREAM NOT SURVEYED.
SITE 2
HC HC
CLEARING
DENOTES HAND
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
mkamprathR:\Hydraulics\PERMITS_Environmental\Drawings\780239_hyd_prm_wet_nocon_psh04.dgn10:23:01 AM4/30/2021PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.140 - ROCKINGHAM 239
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
T
S 04°26'38" W150.43'S 18°17'08" W233.23'S 74°00'08" W
244.20'S 25°17'08" W14.83'S 25°17'08" W345.00'TS
TS
TSTS
12"PVC
24"PVC
24"PVC18"DI
18"DI188
.00'
25'25'
VARIES
48" WW
21' BST
SR 1998 WENTWORTH ST WOLF IS LAND CREEKTO DOWNTOWN REIDSVILLE
60" WD90.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
VARIESTO WENTWORTH
VAR. SOILWOODS
WOODS
AXLE
SERVICE
TS
BL-3
GPS 780239-2
BL-4
BM1
CENTERLINE OF INSTALLED LINES
CLAIMED EASEMENT 25' FROM
BLANKET IN NATURE
DB 591 PG 686
RIGHT OF WAY EASEMENT
COLONIAL PIPELINE COMPANY
DUKE ENERGY 188' R/WDB 675 PG 585DUKE ENERGY 188' R/WDB 675 PG 585SPIKE
RR
WILLIAM ERNEST SMITH, JR
DB 1498 PG 775
J W McCARGO
ELKANA C McCARGP
DB 706 PG 675
JERRY HARDEN
MARGERETTE FOUNTAIN
DB 1111 PG 2005
SEWER
A/G
ELEV=717.3'
@ 80 DEG.
LOW WIRE
GATE
MTL
& 1S ELEC
48" WW
PAIGE HARDY HICKS
DB 676 PG 810
WB 14E PG 833
WOODS
GATE
MTL
EIP
12" CMP
GATE
WIRE
STATE OF NORTH CAROLINA
REFERENCE NOT FOUND 15+00-L- POT Sta. 10+00.00
-L- POT Sta. 17+00.00
-L-NAD
8
3/ NA
2
0
1
1
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.140
-L- Sta. 13+33.84
BEGIN BRIDGE
-L- Sta. 13+23.00
BEGIN APPROACH SLAB
-L- Sta. 14+06.16
END BRIDGE
-L- Sta. 14+17.00
END APPROACH SLAB
-L- POT Sta. 15+50.00
END PROJECT 17BP.7.R.140
ALL FOUR BRIDGE CORNERS
TYPE-III ANCHOR UNITS ON
NOTE:
3
2
1
4
BEGIN GRADE
STA. 11+50.00
BEGIN PROJECT
EXIST
TO
MILL
PI = 12+50.00
EL = 669.86'
VC = 100'
PI = 14+50.00
EL = 670.60'
VC = 100'
-L-
END GRADE
STA. 15+00.00
EL = 671.06'
STA. 15+50.00
END PROJECT
EXIST
TO
MILL
K = 90
STA. 12+00.00
EL = 670.23'
10 11 12 13 14 15 16 17
640
650
660
670
680
640
650
660
670
680
(-)0.7400%
(+)0.3700%
(+)0.9200%
K = 182
2:12:
1
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1500
= 25
= 666.4
= 2000
= 100
= 668.3
= 3601
= 500+
= 670.0
= 06/21/2019
= 659.6
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
DATE: 06-21-2019
ELEV.=659.6'
NORMAL WS
BANK STABILIZATION
ELEV=664.0'
EXCAVATE TO
L
GP ELEV. = 670.30'
W/4' DEEP CAPS
1 SPAN: 1@70', SKEW 105
24" CORED SLAB
BRIDGE C STA. 13+70.00 -L-
BANK STABILIZATION
(STRUCTURE PAY ITEM)
EXCAVATION = 190 CY
TB 2GI
TB 2GI
15" RCP-IV
15" W/ ELBOWS
SEE DETAIL 1
TOE PROTECTION
O
GEOTEXTILE
EST 7 SY
EST 2 TONS
CLASS B RIP RAP
( Not to Scale)
BANK STABILIZATION
STA 115+92 L LT
DETAIL 2
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
3.0'min.
2.0'
NWS
STA 261+40 L LT
RETAIN
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM 14+20 TO 15+30 L RT
DETAIL 1
Type of Liner= CLASS A RIP-RAP
d= 1.4 FT
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
SEE DETAIL 2
GEOTEXTILE
EST 210 SY
EST 124 TONS
BANK STABILIZATION
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
655655
660660
660660660660660660660660660660
660
660660660660660660
660660660
660660
660
660
660
6 6 5
665
6 6 5
665665665665665665665665665
6656656656656656
6
5
665 6656656656
6
5
6
6
5
665665665665665
665
665
665
665665
665665665665
665665665665
665665665665665665665
665665
6656
6
5
665
665
665
665
665665
665665
665665
665
665
665
665
665
665 670670
670
670670670
670
670
670
670
670670670670 670670670670670670
670670670670670670670670670
670
670
675675675675675675675675675675675675675675675
675 675675675
675 675680680680680680680680680680680680680680
680
680 680680 680680680 680680
680
685685685685685685685685685685685685
685685685 685685 685685
685
685
690690690690690690690690690690690690
690 690690
690690
690690 695695695695695695695695695695695
695
695
6 9 5
700700700700700700700700 700700705705705705705
705 705710710715SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
mkamprathR:\Hydraulics\PERMITS_Environmental\Drawings\780239_hyd_prm_wet_con_psh04.dgn10:23:07 AM4/30/2021PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.140 - ROCKINGHAM 239
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
T
S 04°26'38" W150.43'S 18°17'08" W233.23'S 74°00'08" W
244.20'S 25°17'08" W14.83'S 25°17'08" W345.00'TS
TS
TSTS
12"PVC
24"PVC
24"PVC18"DI
18"DI188
.00'
25'25'
VARIES
48" WW
21' BST
SR 1998 WENTWORTH ST WOLF IS LAND CREEKTO DOWNTOWN REIDSVILLE
60" WD90.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
VARIESTO WENTWORTH
VAR. SOILWOODS
WOODS
AXLE
SERVICE
TS
BL-3
GPS 780239-2
BL-4
BM1
CENTERLINE OF INSTALLED LINES
CLAIMED EASEMENT 25' FROM
BLANKET IN NATURE
DB 591 PG 686
RIGHT OF WAY EASEMENT
COLONIAL PIPELINE COMPANY
DUKE ENERGY 188' R/WDB 675 PG 585DUKE ENERGY 188' R/WDB 675 PG 585SPIKE
RR
WILLIAM ERNEST SMITH, JR
DB 1498 PG 775
J W McCARGO
ELKANA C McCARGP
DB 706 PG 675
JERRY HARDEN
MARGERETTE FOUNTAIN
DB 1111 PG 2005
SEWER
A/G
ELEV=717.3'
@ 80 DEG.
LOW WIRE
GATE
MTL
& 1S ELEC
48" WW
PAIGE HARDY HICKS
DB 676 PG 810
WB 14E PG 833
WOODS
GATE
MTL
EIP
12" CMP
GATE
WIRE
STATE OF NORTH CAROLINA
REFERENCE NOT FOUND 15+00-L- POT Sta. 10+00.00
-L- POT Sta. 17+00.00
-L-NAD
8
3/ NA
2
0
1
1
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.140
-L- Sta. 13+33.84
BEGIN BRIDGE
-L- Sta. 13+23.00
BEGIN APPROACH SLAB
-L- Sta. 14+06.16
END BRIDGE
-L- Sta. 14+17.00
END APPROACH SLAB
-L- POT Sta. 15+50.00
END PROJECT 17BP.7.R.140
ALL FOUR BRIDGE CORNERS
TYPE-III ANCHOR UNITS ON
NOTE:
3
2
1
4
BEGIN GRADE
STA. 11+50.00
BEGIN PROJECT
EXIST
TO
MILL
PI = 12+50.00
EL = 669.86'
VC = 100'
PI = 14+50.00
EL = 670.60'
VC = 100'
-L-
END GRADE
STA. 15+00.00
EL = 671.06'
STA. 15+50.00
END PROJECT
EXIST
TO
MILL
K = 90
STA. 12+00.00
EL = 670.23'
10 11 12 13 14 15 16 17
640
650
660
670
680
640
650
660
670
680
(-)0.7400%
(+)0.3700%
(+)0.9200%
K = 182
2:12:
1
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1500
= 25
= 666.4
= 2000
= 100
= 668.3
= 3601
= 500+
= 670.0
= 06/21/2019
= 659.6
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
DATE: 06-21-2019
ELEV.=659.6'
NORMAL WS
BANK STABILIZATION
ELEV=664.0'
EXCAVATE TO
L
GP ELEV. = 670.30'
W/4' DEEP CAPS
1 SPAN: 1@70', SKEW 105
24" CORED SLAB
BRIDGE C STA. 13+70.00 -L-
BANK STABILIZATION
(STRUCTURE PAY ITEM)
EXCAVATION = 190 CY
TB 2GI
TB 2GI
15" RCP-IV
15" W/ ELBOWS
SEE DETAIL 1
TOE PROTECTION
O
GEOTEXTILE
EST 7 SY
EST 2 TONS
CLASS B RIP RAP
( Not to Scale)
BANK STABILIZATION
STA 115+92 L LT
DETAIL 2
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
3.0'min.
2.0'
NWS
STA 261+40 L LT
RETAIN
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM 14+20 TO 15+30 L RT
DETAIL 1
Type of Liner= CLASS A RIP-RAP
d= 1.4 FT
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
SEE DETAIL 2
GEOTEXTILE
EST 210 SY
EST 124 TONS
BANK STABILIZATION
4
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 3 OF 5
PERMIT DRAWING
GPS LOCTION PROVIDED FOR REFERENCE ONLY
DO NOT IMPACT WITH WORK IN DUE AREA.
JS STREAM NOT SURVEYED.
SITE 2 SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
655660660660
660660660665665665665665665
665665670670670
670670670675675675675680685SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.140 - ROCKINGHAM 239
LICENSE NO. C-3705
VHB ENGINEERING
T
TS
TS
12"PVC
24"PVC18"DI
18"DI25'
48" WW WOLF IS LAND CREEK60" WDVAR. SOILWOODS
SERVICE
TS
BL-3
SEWER
A/G
WOODS
GATE
MTL
EIP
12" CMP
GATE
WIRE
STATE OF NORTH CAROLINAREFERENCE NOT FOUND
O
EX. R/W
+60
100'
+10
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
4
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
SW IMPACT
SW IMPACT
TEMPORARY
SW IMPACT SHEET 4 OF 5
PERMIT DRAWING
SITE 1
06.25'6.25'12.50'
GPS LOCATION PROVIDED FOR REFERENCE ONLY
DO NOT IMPACT WITH WORK IN DUE AREA.
JS STREAM NOT SURVEYED.SITE 2
HC HC
CLEARING
DENOTES HAND
F
F
F
F
F
F
F
F
F
F F
F
F
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 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 13+53 to 13+86 -L- Bank Stabilization < 0.01 0.01 54 65 2 12+27 to 13+19 -L- 1@70' 24" CORED SLAB W/ 4'-0'' CAPS 0.01 TOTALS*: 0.01 < 0.01 0.01 54 65 0*Rounded totals are sum of actual impactsNOTES: ~Existing Channel Impacts Permanent and Existing Channel Impacts Temp. are coincidentRevised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROCKINGHAM17BP.7.R.140 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04/30/2021