20211101 Ver 1_Pre-Filing Meeting Request Attachment_20210707

(Version 2.08; Released April 2018)
TIP No.:BP2.R005.1 County(ies):Carteret Page 1 of 1
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2019 Existing: Year:
Aquatic T&E Species?No Comments:
Yes No
No
Wetlands within Project Limits?
High Quality Waters (HQW)Supplemental Classification: None
Mostly aggricultural, with sparse residential buildings around the area
Harlowe Canal 21-22-1
0.5
480 ft
Project Description
Proposed Project
White OakRiver Basin(s):
City/Town:
0.5
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
[e-mail]
Address:
5/5/2021
CarteretHarlowe
Casey Whitley, PE
Raleigh, North Carolina 27610
WBS Element:
Bridge ReplacementWBS Element:
Kisinger Campo & AssociatesNCDOT Contact:
[phone]
Suite 1500
Raleigh, NC 27601
Contractor / Designer:
[phone]
301 Fayettville St.,
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1000 Birch Ridge Drive Address:
General Project Information
BP2.R005.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State project BP2.R005.1 will consist of replacing the structurally deficient NCDOT bridge #150057 between NC 101 and SR 1392 over Harlowe Canal. The proposed
replacement structure is a 1-span (1@90') 33” Box Beam, with 4.0’ caps, and an out-to-out deck width of 30’ which will replace the existing 4-span (1@18'3",
1@17',1@20'1",1@20'5"). Roadway fill slopes throughout the project will vary between 2:1 and 6:1. Stormwater runoff from the bridge and roadway will be collected by either
traffic bearing grated inlets or modified concrete flumes, then outlet to dissipator rip rap pads. Dissipator rip rap pads are used to minimize the velocity of the water. All proposed
ditches for this project will be used to maintain existing drainage patterns.
No deck drains will be used for this project.
N/ABuffer Rules in Effect:N/A
None
200
The proposed typical section on either side of the bridge will be normal crown with cross
slope of 0.020, and consist of two 10' lanes with 4' un-paved shoulders. The bridge
typical section will be 0.020 normal crown, and consist of two 10' lanes with 3'-11"
shoulders.
Waterbody Information
2035
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 SANCDWR Surface Water Classification for Water Body
ac.
Existing roadways consists of two 10' lanes, with 3' unpaved shoulders.
150
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
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)
LOCATION
PROJECT
LOCATION
PROJECT
1 7 SHEET OF
PERMIT DRAWING
DETOUR
4

TO SR 1392
HARLOWE CANAL-L- STA. 17+10.00
END PROJECT
-L- STA. 12+30.00
BEGIN PROJECT
HARLOWE
TO NC HWY 101
BALL FARM RD (SR 1391)
THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES.BALL FARM RDSR 1391SR 1392
HARLOWE CANALADAMS CREEK RD
101
101
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS IS NOT A CONTROL OF ACCESS PROJECT.
-L-HARLOWE CANALCRAVEN
CO
.CARTERET
CO
.DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
OpenRoads
Plans Developed with
REPORT AS A SUPPORTING DOCUMENT.
CALCULATIONS SHALL BE PROVIDED VIA A VOLUMETRIC ORD
SHOWN IN SHEET 2B-1 AND ALL EARTHWORK QUANTITY
THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE
THE CROSS SECION SUMMARY SHEET HAS BEEN REMOVED FROM
TYPES HAVE DEVELOPMENTAL STANDARD PLOT STYLES YET.
UTILIZE THE FORMER V8i PRINT SYTLE AS NOT ALL SHEET
CROSS SECTION SHEETS. ALL OTHER SHEETS
DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND
PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S
BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
NOTE TO REVIEWER:
04/12/2022
08/03/2021
JASON DEBONE
JOHN P. MAZERES, P.E.
CARTERET COUNTY
OVER HARLOWE CANAL
BRIDGE NO. 150057 ON SR 1391 (BALL FARM RD)
GRADING, DRAINAGE, PAVING AND STRUCTURE
25 50 10050
D
T
V
=
=
=
=
=
=
150
200
N/A
N/A
6
55
%
%
MPH
ADT
ADT
2019
2035
% *
DUAL = 3%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
* TTST = 3%
FUNC CLASS = LOCAL
SUB-REGIONAL TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
PROFILE (HORIZONTAL)

BP2.R005.1 PE
BP2.R005.1 RW, UTILITIES
BP2.R005.1 CONSTRUCTION

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
N.C.1
DESIGN DATA
SIGNATURE:
P.E.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALESTBD
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER
LOCATION:
TYPE OF WORK:09/08/99BP2.R005.1
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
CONTRACT:TIP PROJECT:BP2.R005.1See Sheet 1A For Index of Sheets
SIGNATURE:
P.E.
25 50 100500
5 10 20100
VICINITY MAP (NTS)
LENGTHS FOR TIP PROJECT BP2.R005.1
0.091 MILES=TOTAL LENGTH
0.017 MILES=LENGTH STRUCTURES
0.074 MILES=LENGTH ROADWAY
SHEETS
TOTAL
NO.
SHEET
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayettville St.,
NC FIRM LICENSE No: C-1506
CASEY WHITLEY, P.E., P.L.S.
Prepared in the Office of:
NCDOT Contact:
83/2001
NAD
83/2001
NAD
-L- STA.14+83±
BEGIN BRIDGE
-L- STA. 15+75±
END BRIDGE
DETOUR
HARLOWE
BALL FARM RDSR 1391SR 1392
HARLOWE CANALADAMS CREEK RD
101
101
CRAVEN
CO
.CARTERET
CO
.WETLAND & STREAM IMPACTS
6/22/2021
5/26/20UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PREPARED BY
2RD2
BP2.R018.1
83/2001NADBP2.R005.1
3EN1 004
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
24" HDPE
BL-2
BL-1
T
BM #1
EIP
EIP
WOODED
WOODED
WOODED
WOODED
18' BST SR 1391 (BALL FARM RD)
18' BST SR 1391 (BALL FARM RD)
HEDGE
Century Link
WOODED
EXISTING R/W
EXISTING R/W10+00.00 POB17+98.23 POES S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*HARLOWE CANALHARLOWE CANAL10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
30 30
40 40
50 50
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
30 30
40 40
50 50
BEGIN DITCH RTSTA 12+30.00 -L-ELEV = 9.06'END DITCH RTSTA 13+38.00 -L-ELEV = 7.46'END DITCH RTSTA 16+42.50 -L-ELEV = 8.84'VPI DITCH RTSTA 16+00.00 -L-ELEV = 8.10'BEGIN DITCH RTSTA 15+86.41 -L-ELEV = 6.95'NWSEL = 1.3'
WSEL = 9.7'
PROPOSED 100YR
-L- SR 1391 (BALL FARM RD) DS = 45
K = 79
L = 180
DS = 45
K = 188
L = 100
DS = 40
K = 47
L = 100
= 10.30 FTOVERTOPPING ELEVATION
= 100+ YRSOVERTOPPING FREQUENCY
= 4500 CFSOVERTOPPING DISCHARGE
= 9.70FTBASE HW ELEVATION
= 100 YRSBASE FREQUENCY
= 4000 CFSBASE DISCHARGE
= N/A FTDESIGN HW ELEVATION
= N/A YRSDESIGN FREQUENCY
= INDETERMINATEDESIGN DISCHARGE
BRIDGE HYDRAULIC DATA
(-)1.480%(+)1.750%(+)8.462%15TO NC HWY 101
TO SR 1392
TEMPORARY BENCHMARK INFORMATION WILL BE INCLUDED AT A LATER DATE.5.)
APPROXIMATELY 10.0 FT.
EXISTING LANE WIDTHS AT THE BEGINNING AND END OF PROJECT ARE4.)
AT TIME OF PLANS PRODUCTION, NO WET OR WEX FILE WAS AVAILABLE.3.)
ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.2.)
ALL BRIDGE ANCHOR UNITS ARE TYPE III.1.)
NOTES:02020202EXEXEXC
F F
F
F-L- POB 10+00.0010-L- POE 17+98.23EX20'20'8:1
8:1
8:1
8:1 HARLOWE CANALHARLOWE CANALEXIST. ROW60.0'-L-
N54°29'03.3"E
TO EXIST.
50' TRANS.
TO EXIST.
50' TRANS.
C F
F
F
F
F
F
C
F
F
F
F
14+72.41- STA L-
BEGIN APPROACH SLAB
14+83.28- STA L-
BEGIN BRIDGE 15+75.53- STA L-
END BRIDGE
15+86.41- STA L-
END APPROACH SLAB
12+30.00POT STA
-LBEGIN PROJECT -
17+10.00POT STA
-LEND PROJECT -
STA 17+10.00
END GRADE
STA. 12+30.00
BEGIN GRADE
-L- SR 1391 (BALL FARM RD) DS = 45
K = 79
L = 180
DS = 45
K = 188
L = 100
DS = 40
K = 47
L = 100
11.1510.4610.4911.4811.1310.6212+30.0011.1513+45.009.8114+80.0011.30VPCVPCVPCVPTVPTVPIVPIVPILPLPVPTHPNC12+55.0010.8613+47.4810.3214+35.0010.8015+30.0011.8515+31.8511.5815+80.0011.3416+55.0010.5717+10.0010.6316+95.3710.6217+05.0010.62-L--L-16+05.0011.08(-)1.1652%(+)1.1027%(+)1.1027%(-)1.0240%(-)1.0240%
= 10.30 FTOVERTOPPING ELEVATION
= 100+ YRSOVERTOPPING FREQUENCY
= 4500 CFSOVERTOPPING DISCHARGE
= 9.70FTBASE HW ELEVATION
= 100 YRSBASE FREQUENCY
= 4000 CFSBASE DISCHARGE
= N/A FTDESIGN HW ELEVATION
= N/A YRSDESIGN FREQUENCY
= INDETERMINATEDESIGN DISCHARGE
BRIDGE HYDRAULIC DATA
(+)0.1091%
SITE 1
SITE 2
2 7 SHEET OF
PERMIT DRAWING
RIP RAP
W/ CLASS II GRANITE
ARMOR BANKS @ 1.5:1 BENCH EL. 2.8'
EXCAVATE TO
LOWEST SIDE
LOWEST CHORD
BP2.R005.1
004
5/26/203EN1
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
83/2001NAD
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
BL-2
WOODED
WOODED
WOODED
18' BST SR 1391 (BALL FARM RD)
WOODED
TEMPLE,CARY GREY ETUX MAGGIE R
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*HARLOWE CANALHARLOWE CANALSITE 1 SITE 2
3 7 SHEET OF
PERMIT DRAWING
SITE ENLARGEMENT
1"=20'
SCALE:
5/26/20UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
ENGINEER
PAVEMENT DESIGN
ENGINEER
ROADWAY DESIGN
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
STATE OF NORTH CAROLINA
HIGHWAY DIVISION 2
PREPARED BY
2RD2
BP2.R018.1
83/2001NADBP2.R005.1
3EN1 004
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
24" HDPE
BL-2
BL-1
T
BM #1
EIP
EIP
WOODED
WOODED
WOODED
WOODED
18' BST SR 1391 (BALL FARM RD)
18' BST SR 1391 (BALL FARM RD)
HEDGE
Century Link
WOODED
EXISTING R/W
EXISTING R/W10+00.00 POB17+98.23 POES S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*HARLOWE CANALHARLOWE CANAL10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
30 30
40 40
50 50
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
+50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
30 30
40 40
50 50
BEGIN DITCH RTSTA 12+30.00 -L-ELEV = 9.06'END DITCH RTSTA 13+38.00 -L-ELEV = 7.46'END DITCH RTSTA 16+42.50 -L-ELEV = 8.84'VPI DITCH RTSTA 16+00.00 -L-ELEV = 8.10'BEGIN DITCH RTSTA 15+86.41 -L-ELEV = 6.95'NWSEL = 1.3'
WSEL = 9.7'
PROPOSED 100YR
-L- SR 1391 (BALL FARM RD) DS = 45
K = 79
L = 180
DS = 45
K = 188
L = 100
DS = 40
K = 47
L = 100
= 10.30 FTOVERTOPPING ELEVATION
= 100+ YRSOVERTOPPING FREQUENCY
= 4500 CFSOVERTOPPING DISCHARGE
= 9.70FTBASE HW ELEVATION
= 100 YRSBASE FREQUENCY
= 4000 CFSBASE DISCHARGE
= N/A FTDESIGN HW ELEVATION
= N/A YRSDESIGN FREQUENCY
= INDETERMINATEDESIGN DISCHARGE
BRIDGE HYDRAULIC DATA
(-)1.480%(+)1.750%(+)8.462%15TO NC HWY 101
TO SR 1392
TEMPORARY BENCHMARK INFORMATION WILL BE INCLUDED AT A LATER DATE.5.)
APPROXIMATELY 10.0 FT.
EXISTING LANE WIDTHS AT THE BEGINNING AND END OF PROJECT ARE4.)
AT TIME OF PLANS PRODUCTION, NO WET OR WEX FILE WAS AVAILABLE.3.)
ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.2.)
ALL BRIDGE ANCHOR UNITS ARE TYPE III.1.)
NOTES:02020202EXEXEXC
F F
F
F-L- POB 10+00.0010-L- POE 17+98.23EX20'20'8:1
8:1
8:1
8:1 HARLOWE CANALHARLOWE CANALEXIST. ROW60.0'-L-
N54°29'03.3"E
TO EXIST.
50' TRANS.
TO EXIST.
50' TRANS.
C F
F
F
F
F
F
C
F
F
F
F
14+72.41- STA L-
BEGIN APPROACH SLAB
14+83.28- STA L-
BEGIN BRIDGE 15+75.53- STA L-
END BRIDGE
15+86.41- STA L-
END APPROACH SLAB
12+30.00POT STA
-LBEGIN PROJECT -
17+10.00POT STA
-LEND PROJECT -
STA 17+10.00
END GRADE
STA. 12+30.00
BEGIN GRADE
-L- SR 1391 (BALL FARM RD) DS = 45
K = 79
L = 180
DS = 45
K = 188
L = 100
DS = 40
K = 47
L = 100
11.1510.4610.4911.4811.1310.6212+30.0011.1513+45.009.8114+80.0011.30VPCVPCVPCVPTVPTVPIVPIVPILPLPVPTHPNC12+55.0010.8613+47.4810.3214+35.0010.8015+30.0011.8515+31.8511.5815+80.0011.3416+55.0010.5717+10.0010.6316+95.3710.6217+05.0010.62-L--L-16+05.0011.08(-)1.1652%(+)1.1027%(+)1.1027%(-)1.0240%(-)1.0240%
= 10.30 FTOVERTOPPING ELEVATION
= 100+ YRSOVERTOPPING FREQUENCY
= 4500 CFSOVERTOPPING DISCHARGE
= 9.70FTBASE HW ELEVATION
= 100 YRSBASE FREQUENCY
= 4000 CFSBASE DISCHARGE
= N/A FTDESIGN HW ELEVATION
= N/A YRSDESIGN FREQUENCY
= INDETERMINATEDESIGN DISCHARGE
BRIDGE HYDRAULIC DATA
(+)0.1091%
SITE 1
SITE 2
4 7 SHEET OF
PERMIT DRAWING
RIP RAP
W/ CLASS II GRANITE
ARMOR BANKS @ 1.5:1 BENCH EL. 2.8'
EXCAVATE TO
LOWEST SIDE
LOWEST CHORD
BP2.R005.1
004
5/26/203EN1
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
83/2001NAD
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
BL-2
WOODED
WOODED
WOODED
18' BST SR 1391 (BALL FARM RD)
WOODED
TEMPLE,CARY GREY ETUX MAGGIE R
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*HARLOWE CANALHARLOWE CANALSITE 1 SITE 2
5 7 SHEET OF
PERMIT DRAWING
SITE ENLARGEMENT
1"=20'
SCALE:
15+60.00
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
-5 -5
0 0
5 5
10 10
15 15
20 20
WLBWLBBP2.R005.1
3EN1 15+60.00
0 5 10
5/26/206 7 SHEET OF
PERMIT DRAWING
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 14+96 / 15+02 Proposed (Begin Bridge) End Bent < 0.01 < 0.01 14 50
2 15+55 / 15+65 Proposed (End Bridge) End Bent < 0.01 < 0.01 < 0.01 < 0.01 46 53

TOTALS*: < 0.01 < 0.01 < 0.01 < 0.01 60 103 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 7 OF 7
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Carteret
BP2.R005.1
-
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5/5/2021
Site 1:
Permanent SW Impacts (sq ft): 9
Site 2:
Permanent Fill in Wetlands (sq ft): 87
Temp SW Impacts (sq ft): 52.3
Mechanized Clearing in Wetlands (sq ft): 17.5
Permanent SW Impacts (sq ft): 91.5
Temp SW Impacts (sq ft): 87