20191729 Ver 1_17BP10R110_Permit Package Wetland_20190620_20191217

(Version 2.08; Released April 2018)
TIP No.:17BP.10.R.110 (SF-120105)County(ies):Cabarrus Page 1 of 1
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:N/A Existing:Year:
Aquatic T&E Species?Yes Comments:
Yes No
No
Wetlands within Project Limits?
Unresolved per NRTR dated September 2018
Supplemental Classification:
Rural, Residential, Agricultural
Big Bear Creek 13-17-31-5
0.2
0.102 miles
Project Description
Proposed Project
Yadkin-Pee DeeRiver Basin(s):
City/Town:
0.4
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Albermarle, NC 28001
Address:
6/3/2019
CabarrusGold Hill
Garland Haywood, PE
716 W. Main St.
WBS Element:
Bridge ReplacementWBS Element:
Randal Howard, PENCDOT Contact:
704-983-4400
905 Jones Franklin Road
Raleigh, NC 27606
Contractor / Designer:
919-859-2243
Sungate Design Group, PA
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT Highway Division 10 Address:
General Project Information
17BP.10.R.110 (SF-120105)
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
NCDOT Highway Division 10 proposes to replace Bridge # 120105 on SR 2450 over Big Bear Creek Branch. The existing structure is a single 40' span, steel I-beam bridge, with
vertical concrete abutments. The proposed structure is a single 70' span, concrete cored slab, with 4.0' tall end-bent caps, and riprapped sloping abutments. The current bridge
does not have gutter at the railing and discharges deck/roadway runoff directly to the stream. The proposed bridge will collect deck/roadway runoff and discharge is to riprap pad
located outside the streambanks, at the northeast quadrant. Class II riprap will be utilized along the southern streambank to provide stabilization once the existing vertical
concrete abutment is removed. Riprap toe protection will be used along the southwest fill slope in lieu of ditching to minize impacts to wetlands in this location.
N/ABuffer Rules in Effect:UT1 to Big Bear Creek (SA)
Fish Community (Nar, AL, FW)
320
Two 11' wide paved travel lanes, 3' grass shoulders and variable side slopes.
Waterbody Information
2017
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
Two 10.5' wide travel lanes with variable width grass shoulders and variable side
slopes.
N/A
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Deck 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)
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3
SHEET 1 OF 5
PERMIT DRAWING

25 50 10050
25 50 10050
5 10 2010
V
=
=MPH
ADT

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
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
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
6/11/201917BP10R110_Hyd_prm_wet_psh_01.dgnjharveyCONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
DIVISION OF HIGHWAYS
KCI
http://www.kci.com
Plans Prepared For:
1000 Birch Ridge Dr.
Raleigh NC, 27610
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT CONTACT:
DEWAYNE L. SYKES, P.E.
KCI Associates of N.C., P.A.
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
Phone [phone]
Fax [phone]
GRADING, PAVING, DRAINAGE AND STRUCTURE
VICINITY MAP
2017 320
45
SITE
PROJECT
-L-
See Sheet 1-B For Conventional Symbols

SUB - REGIONAL TIER
4
FUNC CLASS = LOCAL
DETOUR ROUTE
CABARRUS COUNTY

T
O
N
C 49(SR
2663)T
O

L
OW
D
E
R

R
D
17BP.10.R.110
17BP.10.R.110CREEK ON SR 2450 (GOLD HILL RD.)
SR 2450 GOLD HILL RD.STATE PROJECT:-L- STA. 13+95.00
BEGIN STATE PROJECT 17BP.10.R.110
-L- STA. 19+35.00
END STATE PROJECT 17BP.10.R.110
LENGTH OF ROADWAY STATE PROJECT 17BP.10.R.110 = .089 MILES
LENGTH OF STRUCTURE STATE PROJECT 17BP.10.R.110 = .013 MILES
TOTAL LENGTH OF STATE PROJECT 17BP.10.R.110 = .102 MILES
17BP.10.R.110 PE, RW, CON
GARLAND HAYWOOD, PE
DIVISION 10 BRIDGE PROGRAM MANAGER
REPLACE BRIDGE NO. 120105 OVER BIG BEAR
2601
2444
2450
2663
2454
2453
2452
2450
2450 1433
RIGHT OF WAY
APRIL 30, 2019CABARRUSSTANLY49
2018 STANDARD SPECIFICATIONS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
-L- STA. 16+88.70
BEGIN BRIDGE
-L- STA. 17+61.30
END BRIDGE
KCI ROADWAY PRACTICE LEAD
KCI ROADWAY PROJECT MANAGER
RONALD D. ALLEN, PE
DECEMBER 4, 2019
N
A
2011N
A
D
83BIG BEAR CREEK BRANCH
EarlRd.BigBearCreek
Pauls
Crossing
(49
(49
34
.47
.60
.67.18
.92
.50
1.05 .711.91.47
.84.31.04
1.13RidenhourRidenhourRd.Rd.Gol
d
Hill
Rd.Rd.PaulsCrossingRd.RogersRd .
Rogers Rd.Collie
Rd.Finger1433
1434
1432
1434
1433
1453
1454
1433
1234
1451
P102
106 105
201
C130
P247
P98
Rd.
G
rove Rd.
Shortcut
ShelleyGoldHillRd.St.Rd.Rd.ChurchBethlehemBearLit
t
l
eB
earRd.Bet
hel
Chur
chRd.L
ow
der Rd.
EarnhardtS.Rd.Culp
R
d.
Rd.
Cruse Rd.N.LentzHarnettRd.LentzHarnettRd.2450
2450
2450
2444
2444
2444
2444
2600
2663
2601
2453
2453
2453
2452
2452
2603
2454
2453
2451
49
49
Ch.LittleBearCh.
Stephens
St.
Ch.
Bethlehem
2452
Ck.80° 20'
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 2 OF 5
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/20/201917BP10R110_Hyd_prm_wet_psh_04.dgnjharvey8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax [phone]
KC I
Engineers Planners Scientists Construction Managers
Phone [phone]http://www.kci.com
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
FOR -L- PROFILE SEE SHEET 5
417BP.10.R.110
-L- POC STA 13+95.00
BEGIN STATE PROJECT 17BP.10.R.110
-L- POC STA 19+35.00
END STATE PROJECT 17BP.10.R.110
RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (NOT TO SCALE)
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
GREU TL-327'-10"30' OTO11'11'2'-11"BEGIN APPROACH SLAB
BEGIN BRIDGE END BRIDGE
END APPROACH SLAB
GREU TL-3
GREU TL-3
TYPE-III 2'-11"-L- STA. 16+78 -L- STA. 17+72
N
A
D
83/ N
A 2011-L- STA. 16+88.70 -L- STA. 17+61.30
SITE 1
SITE 2
SITE 3
WETLAND WA
TS
S
TS
MECH CLRG
F
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
TS
HAND CLEARING
HC HC
CLEARING
DENOTES HAND10' GR9' GR8' BST15" RCP
15"
R
C
PTT
W
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
S60.00'EX
I
STIN
G
R/
WEX
I
STIN
G
R/
WEXISTING R/WEXI
STI
NG R/W60.00'BIG BEAR CREEK BRANCH
GOLD HILL RD EAST 21'BST1
2345678CA
RR
O
LL R
D
O
U
G
LA
SK
EN
N
ETH L.
K
I
RK
JA
M
ES
R.
B
A
R
RIN
G
ERJA
N
ET
I. JO
R
D
A
NJA
N
ET
I. JO
RD
A
N
FRA
N
K
A. PA
U
LFRA
N
K
A. PA
U
LA
LLEN
& SH
ER
RY
H
A
TLEY 15201
2
4
376
5
3
SEE DETAIL 1
13+95 TO 15+00
LAT V DITCH
SEE DETAIL 2
14+75 TO 16+75
EST 333 SY GFD
EST 128 TONS
TOE PROTECTION
CL B RIPRAP
SEE DETAIL 3
17+75 TO 18+25
LAT 2' BASE DITCH
SEE DETAIL 4
18+25 TO 20+00
LAT 2' BASE DITCH
TO BE REMOVED
EXISTING BRIDGE
EL=610.9
STA. +82
CL II R.R.
EL=610.9
STA. +61
CL II R.R.
EL=610.9
STA. +68
CL II R.R.
EL=610.9
STA. +94
CL II R.R.
TO NG
EXCAVATE
EXCAVATE TO NG
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
15" RCP-IV
TB2GI
15+00
DITCH
DAYLIGHT
81.5
TO+
SLAB
APPR.
SBG
15" RCP
RETAIN
60" HDPE
RETAIN
15" RCP
RETAIN
CL II RIPRAP, SEE DETAIL 5
BANK STABILIZATION
LATERAL 'V' DITCH
( Not to Scale)
D
2:12:1
b
1"/Ft.
FROM STA. 13+95 TO STA. 15+00 -L- LT
b=4.0 Ft.
Min. D=1.0 Ft.
DETAIL 1
Ground
Natural
Slope
Fill
FROM STA. 14+75 TO STA. 16+75 -L- LT
Fill Slope2:1 or Flatter
b=4.0 Ft.
d=2.0 Ft.
Type of Liner=Class B Rip-Rap
b
DETAIL 2
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
2:12:
1 D
B
b
LATERAL 2' BASE DITCH
1"/Ft.
FROM STA. 17+75 TO STA. 18+25 -L- LT
DETAIL 3
b=4.0 Ft.
B=2.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
2:12:
1 D
B
b
LATERAL 2' BASE DITCH
1"/Ft.
FROM STA. 18+25 TO STA. 20+00 -L- LT
DETAIL 4
b=4.0 Ft.
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
FROM STA. -L- 16+98 RT TO 17+23 -LT-
Geotextile
1.0'min.
BANK STABILIZATION
5'min.
2.0'
(Variable)
Channel Bed
Length = 41 ft.
(Typ)
Flatter
2:1 or
Geotextile=Est 108 SY
Type of Liner=Class II Riprap, Est 83 Tons
( Not to Scale)
DETAIL 5
Ground
Natural
Ground
Natural
F F F F F F
F
F
F
F
F
F F F
FFF
F F F F
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 3 OF 5
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/20/201917BP10R110_Hyd_prm_wet_psh_04_con.dgnjharvey8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax [phone]
KC I
Engineers Planners Scientists Construction Managers
Phone [phone]http://www.kci.com
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
FOR -L- PROFILE SEE SHEET 5
417BP.10.R.110
-L- POC STA 13+95.00
BEGIN STATE PROJECT 17BP.10.R.110
-L- POC STA 19+35.00
END STATE PROJECT 17BP.10.R.110
RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (NOT TO SCALE)
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
GREU TL-327'-10"30' OTO11'11'2'-11"BEGIN APPROACH SLAB
BEGIN BRIDGE END BRIDGE
END APPROACH SLAB
GREU TL-3
GREU TL-3
TYPE-III 2'-11"-L- STA. 16+78 -L- STA. 17+72
N
A
D
83/ N
A 2011-L- STA. 16+88.70 -L- STA. 17+61.30
SITE 1
SITE 2
SITE 3
WETLAND WA
TS
S
TS
MECH CLRG
F
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
TS
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
604
605605605605
605605
606606606
606606606607
607
607607
607607607
607607607607607607608
608608
608608608608608608
608608
6086086086086096096
0
9
609609
609
609609609
609609610 610610610610610
610
6
10
6
10
610610610610610610
6
10
610610 610610
611
611611611
6
11
611
611611611612 612612 6126126
12
612
6
1
2
612
612613
6
13613613613
6136146146146146
14
614615615615615615615615615616616616616 616
617
617617617618618618619 6
196206206
2
0
6
2
06216
2
1622
6
2
2623
62
36246
2
4625625626
626627628629630630
632633
634635636637
10' GR9' GR8' BST15" RCP
15"
R
C
PTT
W
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
S60.00'EX
I
STIN
G
R/
WEX
I
STIN
G
R/
WEXISTING R/WEXI
STI
NG R/W60.00'BIG BEAR CREEK BRANCH
GOLD HILL RD EAST 21'BST1
2345678N 87°22'22" W1494.19'N 47°59'06" W
168.30'N 81°51'06" W276.90'N 56°05'06" W
76.30'
S 62°57'06" E
178.73'N 78°31'54" E157.43'N 85°12'54" E471.77'N 80°42'55" W349.41'CA
RR
O
LL R
D
O
U
G
LA
SK
EN
N
ETH L.
K
I
RK
JA
M
ES
R.
B
A
R
RIN
G
ERJA
N
ET
I. JO
R
D
A
NJA
N
ET
I. JO
RD
A
N
FRA
N
K
A. PA
U
LFRA
N
K
A. PA
U
LA
LLEN
& SH
ER
RY
H
A
TLEY N 03°02'54" E181.39'15201
2
4
376
5
3
SEE DETAIL 1
13+95 TO 15+00
LAT V DITCH
SEE DETAIL 2
14+75 TO 16+75
EST 333 SY GFD
EST 128 TONS
TOE PROTECTION
CL B RIPRAP
SEE DETAIL 3
17+75 TO 18+25
LAT 2' BASE DITCH
SEE DETAIL 4
18+25 TO 20+00
LAT 2' BASE DITCH
TO BE REMOVED
EXISTING BRIDGE
EL=610.9
STA. +82
CL II R.R.
EL=610.9
STA. +61
CL II R.R.
EL=610.9
STA. +68
CL II R.R.
EL=610.9
STA. +94
CL II R.R.
TO NG
EXCAVATE
EXCAVATE TO NG
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
15" RCP-IV
TB2GI
15+00
DITCH
DAYLIGHT
81.5
TO+
SLAB
APPR.
SBG
15" RCP
RETAIN
60" HDPE
RETAIN
15" RCP
RETAIN
CL II RIPRAP, SEE DETAIL 5
BANK STABILIZATION
LATERAL 'V' DITCH
( Not to Scale)
D
2:12:1
b
1"/Ft.
FROM STA. 13+95 TO STA. 15+00 -L- LT
b=4.0 Ft.
Min. D=1.0 Ft.
DETAIL 1
Ground
Natural
Slope
Fill
FROM STA. 14+75 TO STA. 16+75 -L- LT
Fill Slope2:1 or Flatter
b=4.0 Ft.
d=2.0 Ft.
Type of Liner=Class B Rip-Rap
b
DETAIL 2
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
2:12:
1 D
B
b
LATERAL 2' BASE DITCH
1"/Ft.
FROM STA. 17+75 TO STA. 18+25 -L- LT
DETAIL 3
b=4.0 Ft.
B=2.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
2:12:
1 D
B
b
LATERAL 2' BASE DITCH
1"/Ft.
FROM STA. 18+25 TO STA. 20+00 -L- LT
DETAIL 4
b=4.0 Ft.
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
FROM STA. -L- 16+98 RT TO 17+23 -LT-
Geotextile
1.0'min.
BANK STABILIZATION
5'min.
2.0'
(Variable)
Channel Bed
Length = 41 ft.
(Typ)
Flatter
2:1 or
Geotextile=Est 108 SY
Type of Liner=Class II Riprap, Est 83 Tons
( Not to Scale)
DETAIL 5
Ground
Natural
Ground
Natural
F F F F F F
F
F
F
F
F
F F F
FFF
F F F F
SHEET 4 OF 5
PERMIT DRAWING
KC I
Engineers Planners Scientists Construction Managers
4601 Six Forks Road, Landmark Center II, Suite 220
Raleigh, NC 27609-5210
Phone [phone] Fax [phone]
http://www.kci.com
FOR -L- ALIGNMENT, SEE SHEET 4
-L-5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
6/11/201917BP10R110_Hyd_prm_wet_psh_05.dgnjharveyDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA. 18+20.27, 33.53' LT
BM #2 - YELLOW BENCHTIE IN BASE OF 24" OAK
EL = 610.61'
-L- STA. 12+51.59, 26.12' LT
EL = 613.36'
BM #1 - YELLOW BENCHTIE IN BASE OF 22" HICKORY
17BP.10.R.110 5
575
585
595
605
615
625
575
585
595
605
615
625
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
PI = 14+25.00
EL = 612.31'
(-)0.2100%(+)0.5478%
PI = 16+85.00
EL = 613.73'
(+)0.5478%(-)1.9512%
VC = 210'
PI = 18+60.00
EL = 610.32'
(+)0.0300%
VC = 140'
K = 71
K = 84
DS = 40mph
K = 79
DS = 45mph
VC = 60'ELEV. 612.37'BEGIN GRADE -L- STA 13+95.00ELEV. 610.34'END GRADE -L- STA 19+35.00DS > 40mphBEGIN BRIDGE -L- STA 16+88.70END BRIDGE -L- STA 17+61.30(-)1.9512%
TO BE REMOVED
EXISTING BRIDGE
MIN.
3.5'
MIN.
3.5'
NWS=605.1
11-23-2018=
OBS. WS ON
@ EX. ABUT.
2.31:1 SKEWED
2:1 NORMAL
SLOPE BANK
@ CL=606.8)
(APPROX. NG EL.
EST 110 CY
EXCAVATE TO NG EL.
@ CL=606.8)
(APPROX. NG EL.
EST 30 CY
EXCAVATE TO NG EL.
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
= 1300
= 25
= 609.9
= 1800
= 100
= 610.8
= 1800
= 100
= 610.5
= 11/23/2018
= 605.1
(-)1.0000%EL=610.05STA. 13+95 -L- LTBEG LAT V DITCHEL=609.00STA. 15+00 -L- LTEND LAT V DITCHPI=18+25.000El.=604.40PI=19+35.000El.=605.06(+)0.6000%(+)1.5000%
(TYPICAL)
1.73:1 SKEWED
1.5:1 NORMAL
CL II RIPRAP
EL=606.04STA. 20+00 -L- LTBASE DITCHEND LAT 2'0.3000%
(+)EL=604.25STA. 17+75 -L- LTBASE DITCHBEG LAT 2'SEE DETAIL 5
CL II RIPRAP
BANK STABILIZATION
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 15+58 to 17+26-L-LT ROADWAY FILL 0.02 0.02
OVERHEAD POWER LINE < 0.01
2 16+91 to 17+30-L-BANK STABILIZIATION 26
BANK STABILIZIATION < 0.01 10
3 17+68 to 17+91-L-LT DITCH OUTLET < 0.01 28

TOTALS*:0.02 0.02 < 0.01 < 0.01 26 38 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 5 OF 5
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
CABARRUS COUNTY
17BP.10.R.110
17BP.10.R.110
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
6-20-2019