20171110 Ver 1_Impact Information_20170906

(Version 2.07; Released October 2016)45615.3.1TIP No.:B-5657County(ies):Halifax Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?Comments:Yes NoNoWetlands within Project Limits?Swamp Waters (Sw) Supplemental Classification: (NSW)Agriculture, Forested WetlandsBeaverdam Swamp28-79-30-1-10.40.14Project DescriptionProposed ProjectTar-PamlicoRiver Basin(s): City/Town:0.6Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27610Address:8/30/2017HalifaxEnfieldANDY JORDAN, P.E.1020 BIRCH RIDGE RDWBS Element:Bridge ReplacementWBS Element:JEFF RECK, P.E.NCDOT Contact:919-707-67294700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609Contractor / Designer:[phone]MOFFATT & NICHOLNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:HYDRAULICS UNITAddress:General Project InformationB-565745615.3.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The project consists of the replacement of Bridge #14 and Bridge #15 in Halifax County. The existing bridges carry SR 1001 Justice Branch Road over Beaverdam Swamp between SR 1206 Beaverdam Rd and SR 1204 Whitehead Rd. The proposed structure for Bridge #14 is a one span bridge consisting of a 72' - 24" Cored Slab with 2'-6" caps. The proposed structure for Bridge #15 is a one span bridge consisting of a 70' - 24" Cored Slab with 2'-6" caps. The proposed alignment is at the same location as the existing alignment. There are wetlands located with the project limits. The Tar-Pamlico River Basin Buffer Rules are in effect for this project.STORMWATER CONTROLS:The proposed bridges do no utilize deck drains. Runoff from the bridge roadway and paved shoulders at the bridge approaches drain into inlets. The stormwater is then diffused at riprap pad outlets prior to discharging into Beaverdam Swamp. There are no proposed ditches on this project. Shoulders will be paved while the slopes will be grassed. Bank stabilization is planned to prevent the erosion of the streambanks.Tar-PamlicoBuffer Rules in Effect:490THE PROPOSED ROADWAY WILL BE A TWO-WAY ALIGNMENT WITH 12' TRAVEL LANES, 3'-5" PAVED SHOULDERS, AND 6:1-3:1 SLOPES. THE PROPOSED BRIDGE #14 AND #15 WILL HAVE AN OUT TO OUT OF 33' WITH A CLEAR ROADWAY WIDTH OF 30'-10".Waterbody Information2016NCDWR 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.THE EXISTING ROADWAY IS A TWO-WAY ALIGNMENT WITH 9' TRAVEL LANES, 3' GRASSED SHOULDERS, AND ":" SLOPES. THE EXISTING BRIDGE #14 HAS AN OUT TO OUT OF 24' 1". THE EXISTING BRIDGEE #15 HAS AN OUT TO OUT OF 24' 1"[e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
301 301
301
RAILROAD
160 SwampBeaverdamCoatJacket
SwampCSX MarshSwampSwampJacket
TRENT E. HUFFMAN, P.E.
25 50 10050
25 50 10050
5 10 20 10
T
V
=
=
=
490
55 MPH
ADT
ADT
2016

0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
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.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
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
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_01_tsh.dgnjdavenportCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared for NCDOT in the Office of:
PE
See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
TIM R. REID, P.E.
VICINITY MAP
PROJECT
BEGIN
HALIFAX COUNTY
B-5657
45615.3.1
45615.3.1 BRZ-1100(036)
BRZ-1100(036)
45615.3.1
R/W
UTIL
CONST45615.3.1

BRZ-1100(036)
BRZ-1100(036)
C203924B-5657PAVMENT MARKINGS AND STRUCTURE
PAVING, GRADING, GUARDRAIL, DRAINAGE,
OCTOBER 18, 2016
OCTOBER 18, 2016 MINOR COLLECTOR
FUNC CLASS =
SUB-REGIONAL TIER
BEGIN TIP PROJECT B-5657
-L- POC STA 20+32.00
-L- POT STA 28+95.00
END TIP PROJECT B-5657
BEGIN BRIDGE
-L- STA 22+18+/-
-L- STA 22+92+/-
-L- STA 26+35+/-
BEGIN BRIDGE
-L- STA 25+63+/-
END BRIDGE
END BRIDGE
=0.163 mi.
=0.027 mi.
=0.136 mi.
PROJECT
END
481
301
BUS
903
125
56195
ON SR 1001 (JUSTICE BRANCH ROAD)
BRIDGE NO.s 410014 AND 410015 OVER BEAVERDAM SWAMP
LENGTH OF STATE PROJECT B-5657
LENGTH OF STRUCTURES TIP PROJECT B-5657
LENGTH ROADWAY TIP PROJECT B-56572036N/A NCDOT CONTACT: VIRGINIA MABRY
MANAGER - PRIORITY PROJECTS UNIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
=
* TTST 3% DUAL 3%
6%*
WETLAND AND SURFACE WATER IMPACTS PERMIT
55.00’ (RT)
EX. R/W (RT)
+70
55.00’ (RT)
EX. R/W (RT)
+70 55.00’ (RT)
+89.62
45’
+85 50’
+85
50’
+60
EX R/W
+70EX R/W
+40
9
9
10
11
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4
TO SR 1206 (BEAVERDAM ROAD)
BEAVERDAM SWAMP
BEAVERDAM SWAMP
BEAVERDAM SWAMP BEAVERDAM SWAMP
1002
1222
1210
1209
1207 1208
1207
1237
1206
1236
1615
1205
1204
1687
1001
1202
1001
1206
1001
1002
1244
Delmar
Enfield
Beaverdam
DETOUR
(JUSTICE BRANCH ROAD)
-L- SR 1001
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
TO SR 1204 (WHITEHEAD ROAD)
SHEET 1 OF 12
PERMIT DRAWING
SITE 1
SITE 1 SITE 1 NAD 83 NA 2011
77.078.079.079.079.08
080808080808080808080
81.0
81.0 81.081.081.0 81.081.081.081.0
81.081.0
81.081.082.082.082.082.082.082.082.082.0 82.082.0
82.083.083.0
83.0 83.083.0
83.083.083.083.083.083.084.084.0
84.0
84.0 84.084
.0
84.084.084.084.0
85
85
85
85
858585858585858585
85 85
85
85858585
8586.0 86.086.086.086.0 86.087.087.087.0
87.0
87.0
87.0T
T
103
104 106
105
102
BEAVERDAM
SWAMP
EOI
EOI
EOI
EOI EOI
EOI
EOI EOI
EOI
EOI
EOI
EOI
EOI
EOI
8" PVC
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
8" HDPE 8" HDPE
EOI
8" PVC
8" PVC
FO WP
EXISTING R/W
GP
WD WW
WD WW
WD WW WD WW
WD WW
WD WW
WD WWWD WW
BEAVERDAM
SWAMP
BEAVERDAM
SWAMP
BEAVERDAM
SWAMP
EOI 8" HDPE 60.00’BL-500
SPIKE IN 18" TREE
ELEV = 87.00’
O/S 36’ LT
-BL- STA 15+33
TBM-1
SPIKE IN 18" TREE
ELEV = 85.65’
O/S 44 LT
-BL- STA 18+87
TBM-2
B5657-2
B5657-3
ESTATE
OTTO MAYO NEVILLE
NO DEED BOOK OF RECORD FOUND
ESTATE
OTTO MAYO NEVILLE
NO DEED BOOK OF RECORD FOUND
ALICE K. GUICE
DB 2480 PG 516
JANICE NEWKIRK SPARKS
FRANK JULIUS &
DB 12-E PG 423
SR 1001 20.0’ PAVED ROADWAY
JUSTICE BRANCH ROAD
SR 1001 20.0’ PAVED ROADWAY
JUSTICE BRANCH ROAD
WOODS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
EXISTING R/W
EXISTING R/W
EXISTING R/W
END STATE PROJECT B-5657
BEGIN STATE PROJECT B-565720 2530-L- PC Sta. 18+41.94-L- PT Sta. 21+89.62-L- PT Sta. 28+77.83-L- PC Sta. 28+65.41-L- STA 28+95.00
END CONSTRUCTION-L- STA 20+32.00
BEGIN CONSTRUCTION
NAD 83/ NA 2011
55.00’ (RT)
EX. R/W (RT)
+70
55.00’ (RT)
EX. R/W (RT)
+70 55.00’ (RT)
+89.62
45’
+85 50’
+85
50’
+60
EX R/W
+70EX R/W
+40
9
9
10
11
TB 2GI
TB 2GI
15"15"15"TB 2GI
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL A
( Not to Scale)
TOE PROTECTION
d
Ground
Natural
Geotextile
FROM STA. 26+46 TO STA. 27+39 LT -L-
FROM STA. 26+46 TO STA. 26+83 RT -L-
FROM STA. 25+27 TO STA. 25+52 LT -L-
FROM STA. 24+94 TO STA. 25+52 RT -L-
FROM STA. 23+03 TO STA. 24+28 RT -L-
FROM STA. 23+03 TO STA. 23+50 LT -L-
FROM STA. 21+15 TO STA. 22+07 LT -L-
FROM STA. 20+70 TO STA. 22+07 RT -L-
FROM STA. 20+32 TO STA. 20+51 RT -L-8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_02_contours.dgnjdavenportHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
B-5657
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PRM-2
PSH_04
GRAPHICAL SCALE
0’50’50’
SHEET 2 OF 12
PERMIT DRAWING
-L-
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HC
HC
HC
HC
HC
HC
HC
HC
HCHCHCHC
FF
F F
TS
TS
TS
TS TS
TS TS
F
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
HC
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
T
T
103
104 106
105
102
BEAVERDAM
SWAMP
EOI
EOI
EOI
EOI EOI
EOI
EOI EOI
EOI
EOI
EOI
EOI
EOI
EOI
8" PVC
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
8" HDPE 8" HDPE
EOI
8" PVC
8" PVC
FO WP
EXISTING R/W
GP
WD WW
WD WW
WD WW WD WW
WD WW
WD WW
WD WWWD WW
BEAVERDAM
SWAMP
BEAVERDAM
SWAMP
BEAVERDAM
SWAMP
EOI 8" HDPE 60.00’BL-500
SPIKE IN 18" TREE
ELEV = 87.00’
O/S 36’ LT
-BL- STA 15+33
TBM-1
SPIKE IN 18" TREE
ELEV = 85.65’
O/S 44 LT
-BL- STA 18+87
TBM-2
B5657-2
B5657-3
ESTATE
OTTO MAYO NEVILLE
NO DEED BOOK OF RECORD FOUND
ESTATE
OTTO MAYO NEVILLE
NO DEED BOOK OF RECORD FOUND
ALICE K. GUICE
DB 2480 PG 516
JANICE NEWKIRK SPARKS
FRANK JULIUS &
DB 12-E PG 423
SR 1001 20.0’ PAVED ROADWAY
JUSTICE BRANCH ROAD
SR 1001 20.0’ PAVED ROADWAY
JUSTICE BRANCH ROAD
WOODS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
EXISTING R/W
EXISTING R/W
EXISTING R/W
END STATE PROJECT B-5657
BEGIN STATE PROJECT B-565720 2530-L- PC Sta. 18+41.94-L- PT Sta. 21+89.62-L- PT Sta. 28+77.83-L- PC Sta. 28+65.41-L- STA 28+95.00
END CONSTRUCTION-L- STA 20+32.00
BEGIN CONSTRUCTION
NAD 83/ NA 2011
55.00’ (RT)
EX. R/W (RT)
+70
55.00’ (RT)
EX. R/W (RT)
+70 55.00’ (RT)
+89.62
45’
+85 50’
+85
50’
+60
EX R/W
+70EX R/W
+40
9
9
10
11
TB 2GI
TB 2GI
15"15"15"TB 2GI
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 2 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL A
( Not to Scale)
TOE PROTECTION
d
Ground
Natural
Geotextile
FROM STA. 26+46 TO STA. 27+39 LT -L-
FROM STA. 26+46 TO STA. 26+83 RT -L-
FROM STA. 25+27 TO STA. 25+52 LT -L-
FROM STA. 24+94 TO STA. 25+52 RT -L-
FROM STA. 23+03 TO STA. 24+28 RT -L-
FROM STA. 23+03 TO STA. 23+50 LT -L-
FROM STA. 21+15 TO STA. 22+07 LT -L-
FROM STA. 20+70 TO STA. 22+07 RT -L-
FROM STA. 20+32 TO STA. 20+51 RT -L-
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HC
HC
HC
HC
HC
HC
HC
HC
HCHCHCHC
FF
F F
TS
TS
TS
TS TS
TS TS
F
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
HC
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_03_no_contours.dgnjdavenportHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
B-5657
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PRM-3
PSH_04
GRAPHICAL SCALE
0’50’50’
SHEET 3 OF 12
PERMIT DRAWING
-L-
T
103
104
BEAVERDAM
SWAMP
EOI
EOI
EOI
EOI EOI
EOI
EOI
8" PVC
EXISTING R/W
EXISTING R/W
EXISTING R/W
8" HDPE
8" PVC
FO WP
EXISTING R/W
GP
WD WW
WD WW
WD WW WD WW
BEAVERDAM
SWAMP
EOI
8" HDPE BL-500
SPIKE IN 18" TREE
ELEV = 87.00’
O/S 36’ LT
-BL- STA 15+33
TBM-1
B5657-2
ESTATE
OTTO MAYO NEVILLE
NO DEED BOOK OF RECORD FOUND
ESTATE
OTTO MAYO NEVILLE
NO DEED BOOK OF RECORD FOUND
WETLANDS
WETLANDS
WETLANDS
55.00’ (RT)
EX. R/W (RT)
+70 55.00’ (RT)
+89.62
45’
+85 50’
+85
EX R/W
+40
9
9 15"TB 2GI
HC
HC
HC
HCHC
FF
F
TS
TS
TS
TS
F
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_04_enlarged_L.dgnjdavenportHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-5657
FOR L PROFILE SEE SHEET 5
PSH_04
-L- STA. 24+00PRM SHEET 5PRM-4
SHEET 4 OF 12
PERMIT DRAWING
NAD 83/ NA 2011
GRAPHICAL SCALE
0’40’40’
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 12022-L-
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
T
105
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EXISTING R/W 8" HDPE
EOI
8" PVC
EXISTING R/W
WD WW
WD WW
WD WWWD WW
BEAVERDAM
SWAMP
BEAVERDAM
SWAMP
60.00’BL-500
SPIKE IN 18" TREE
ELEV = 85.65’
O/S 44 LT
-BL- STA 18+87
TBM-2
B5657-3
ALICE K. GUICE
DB 2480 PG 516
JANICE NEWKIRK SPARKS
FRANK JULIUS &
DB 12-E PG 423
SR 1001 20.0’ PAVED ROADWAY
JUSTICE BRANCH ROAD
WETLANDS
WETLANDS
WETLANDS
WETLANDS
EXISTING R/W
EXISTING R/W
EXISTING R/W
55.00’ (RT)
EX. R/W (RT)
+70
50’
+60
EX R/W
+70
10
11
TB 2GI
TB 2GI
15"15"HC
HC
HC
HC
HC
HCHC
F
TS
TS TS
HC
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_05_enlarged_R.dgnjdavenportHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-5657
PSH_04
-L- STA. 24+00PRM SHEET 5SHEET 5 OF 12
PERMIT DRAWING
NAD 83/ NA 2011
GRAPHICAL SCALE
0’40’40’
PRM-5
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 1
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 1
-L-2529WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_06_profile.dgnjdavenportHORIZONTAL
VERTICAL
B-5657
50 1002550
10 20105
PRM-6
NWS EL = 82.0’NWS EL = 82.0’
PROP 100YR = 85.8’
NWS EL = 82.0’
PROP 25YR = 84.6’PROP 25YR = 84.6’
PROP 100YR = 85.8’
NWS EL = 82.0’
DITCH LEGEND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -L- PLAN SEE SHEET 4
21 22 23 24 26 27 28 29 30
110 110
100 100
25
90
80
70
60
50
40
30
20
10 10
20
30
40
50
60
70
80
90
201918 31 32
LEFT DITCH
RIGHT DITCH
SHEET 6 OF 12
PERMIT DRAWING
2’-6" CAP
2’-6" CAP
70’ CSU
-L-
SR 1001 (JUSTICE BRANCH ROAD)
SPIKE IN 18" TREE
BL STA 15+33 36’ LT
N : 899333.74 E : 2391058.81
TBM-1 ELEVATION = 87.00’
SPIKE IN 18" TREE
BL STA 18+87 44’ LT
N : 899609.05 E : 2391288.61
TBM-2 ELEVATION = 85.65’
ELEV = 84.81’
-L- STA 20+32.00
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE23+61.18HIGH POINTELEV = 85.12’
-L- STA 28+95.00
END GRADE
PI = 22+75.00
EL = 89.54’
(+)1.9462%
(-)0.4631%
K = 116
PI = 26+60.00
EL = 87.76’
(-)1.3750%
VC = 110’
K = 121
PI = 28+35.00
EL = 85.35’
(-)0.3833%
VC = 120’
K = 121
DS = 55 mph DS = 56 mphDS = 56 mph
STA 22+18+/-BEGIN BRIDGE #14 (FILL FACE)STA 22+92+/-END BRIDGE #14 (FILL FACE)STA 25+63+/-BEGIN BRIDGE #15 (FILL FACE)STA 26+35+/-END BRIDGE #15 (FILL FACE)VC = 280
2’-6" CAP
72’ CSU
2’-6" CAP
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
= 2000
= 25
= 84.6
= 3280
= 100
= 85.8
= 2340
= 50-
= 84.8

= 11-15-2016
= 82.0
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_07-11_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1685 85
80 8019+00.00
85 85
80 8019+50.00
85 85
80 8020+00.00
85 85
90 90
80 8020+32.00
85 85
90 90
80 8020+50.00
85 85
90 90
80 8021+00.00
85 85
90 90
95 95
80 8021+50.00
B-5657
-L-
2.5 5
BEGIN STATE PROJECT B-5657 STA 12+32.00
PRM-7
SHEET 7 OF 12
PERMIT DRAWING
84.64WETLANDS WETLANDS
84.57WETLANDS WETLANDS
84.63 WETLANDSWETLANDS
84.81
WETLANDS WETLANDSLT_PV_EG_TestPt
LT_PS2_OEOP
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_PS1_OEOP
LT_PV_IEEOP_EG
PV2_PGL
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGLRT_PV_IEEOP_EG
LT_PV2_OEOT
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_PV2_IEEOP
3:13:1 0.095
0.051
85.09 WETLANDSWETLANDS
LT_PV_EG_TestPt
LT_PS2_OEOP
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_PS1_OEOP
LT_PV_IEEOP_EG
PV2_PGL
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
RT_PV_IEEOP_EG
LT_PV2_OEOT
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_PV2_IEEOP
3:13:1 0.087
0.050
85.70WETLANDS WETLANDS
RT_GR_Graphics Out 07
LT_PV_EG_TestPt
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOPRT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_PV_IEEOP_EG
RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
RT_PV_IEEOP_EG
LT_PV2_OEOT
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out RT_GR_Graphics Out 08
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.065
0.050
86.28 WETLANDSWETLANDS
RT_GR_SBG Out 04
LT_PV_EG_TestPt
RT_GR_SBG Out 01
LT_PS2_OEOP
RT_GR_SBG Out 02
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_SBG Out 03
RT_PS1_OEOP
LT_PV_IEEOP_EG
RT_CG_Top_BOC
RT_CG_Bot_IE
LT_GR_Graphics Out 09
PV2_PGL
RT_SBG_C1 Shelf Out
LT_PV1_OEEOP
LT_Sub_OEOT
RT_GS_OS_SBG
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOP
RT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
RT_Sub_SBG Out
RT_Sub_OEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
RT_CG_Top_Gut
RT_Sub_OEOP_SBG
LT_GR_Graphics Out 08
PV1_PGL
RT_CG_Bot_BOC
RT_GR_SBG Out 07
LT_GR_Graphics Out 01
RT_PV_IEEOP_EG
LT_PV2_OEOT
RT_Sub_OSS_DLT
RT_GR_SBG Out 08
LT_GR_Graphics Out 02
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
RT_GR_SBG Out 09
LT_GR_Graphics Out 03
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
RT_GR_SBG Out 05
LT_GS_OS_GR_Face_Graphics
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT RT_GR_SBG Out 06
RT_PV2_IEEOP
3:13:1
0.043
0.043 86.45
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_07-11_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1685 85
90 90
95 95
80 8022+00.00
80 80
85 85
90 90
75 75
22+50.00
80 80
85 85
90 90
95 95
23+00.00
85 85
90 90
95 95
80 8023+50.00
B-5657
-L-
2.5 5
BEGIN BRIDGE 410014 (FILL FACE) STA 22+18 +/-
END BRIDGE 410014 (FILL FACE) STA 22+92 +/-
PRM-3
SHEET 8 OF 12
PERMIT DRAWING
87.02 WETLANDSWETLANDS
RT_GR_SBG Out 04
RT_GR_SBG Out 01
LT_PS2_OEOP
RT_GR_SBG Out 02
RT_PS2_OEOPRT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_SBG Out 03
RT_PS1_OEOP
RT_CG_Top_BOC
RT_CG_Bot_IE
LT_GR_Graphics Out 09
PV2_PGL
RT_SBG_C1 Shelf Out
LT_PV1_OEEOPLT_Sub_OEOT
RT_GS_OS_SBG
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOPRT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
RT_Sub_SBG Out
RT_Sub_OEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
RT_CG_Top_Gut
RT_Sub_OEOP_SBG
LT_GR_Graphics Out 08
PV1_PGL
RT_CG_Bot_BOC
RT_GR_SBG Out 07
LT_GR_Graphics Out 01
LT_PV2_OEOT
RT_Sub_OSS_DLT
RT_GR_SBG Out 08
LT_GR_Graphics Out 02
RT_PV2_OEOTLT_Sub_OEEOP
LT_PV1_OEOT
RT_GR_SBG Out 09
LT_GR_Graphics Out 03
RT_PV1_OEOT
LT_PS2_Shelf_Out
RT_GR_SBG Out 05
LT_GS_OS_GR_Face_Graphics
RT_GS_OS_CTL
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_SBG Out 06
RT_PV2_IEEOP
3:13:1 0.0250.025 87.4878.24
RT_7V_B1RT_5V_A2
RT_HVA2
RT_11V_A2
RT_6V_B2
RT_12V_B2
RT_4Pnt_CSU2
RT_4V_A3
RT_10V_A3
RT_ptsbo3
RT_5V_B3
RT_HVB3
RT_11V_B3
RT_3V_A4RT_ptsao4
RT_4V_B4
RT_10V_B4
RT_1V_A6
LT_HVA6
LT_4V_A6
LT_7V_B4LT_6V_A4
LT_8V_B3
LT_7V_A3
LT_9V_B2
LT_8V_A2
LT_10V_B1
LT_9V_A1
LT_3Pnt_CSU
LT_6V_B
LT_5V_A
LT_3V_A4
LT_5V_B3
LT_HVA3
LT_4V_A3
LT_6V_B2
LT_5V_A2LT_7V_B1LT_6V_A1
LT_9V_B
LT_8V_A
RT_4V_A1
RT_10V_A1
RT_ptsbo1
RT_5V_B1
RT_HVB1
RT_11V_B1
RT_3V_A2RT_ptsao2
RT_4V_B2
RT_10V_B2RT_2V_A3
RT_3V_B3
RT_1V_A4
RT_2V_B4
LT_2V_A6
LT_5V_B4
LT_HVA4
LT_4V_A4
LT_6V_B3
LT_5V_A3LT_7V_B2LT_6V_A2
LT_8V_B1
LT_7V_A1
LT_8V_B
LT_7V_A
RT_5V_A1
RT_HVA1
RT_11V_A1
RT_6V_B1
RT_12V_B1
RT_4Pnt_CSU1
RT_4V_A2
RT_10V_A2
RT_ptsbo2
RT_5V_B2
RT_HVB2
RT_11V_B2
RT_3V_A3RT_ptsao3
RT_4V_B3
RT_10V_B3RT_2V_A4
RT_3V_B4
LT_3V_A6
LT_6V_B4
LT_5V_A4LT_7V_B3LT_6V_A3
LT_8V_B2
LT_7V_A2
LT_9V_B1
LT_8V_A1
LT_7V_BLT_6V_A
RT_9V_A
RT_6V_A1
RT_12V_A1
RT_BR_VCB-Out2
RT_10V_B
RT_1V_B1
3Pnt_CSU6LT_2Pnt_CSU1LT_3Pnt_CSU4
LT_ptsbi4
LT_1V_B4
LT_2V_B3
LT_1V_A3
LT_3V_B2
LT_2V_A2
LT_HVB1
LT_4V_B1
LT_3V_A1
LT_2Pnt_CSU
PV2_PGL
RT_2Pnt_CSU
RT_BR_VCB-Out3
RT_1V_A1
RT_2V_B1
RT_1V_B2
LT_ptsai6
LT_2V_B4
LT_1V_A4
LT_3V_B3
LT_2V_A3
LT_HVB2
LT_4V_B2
LT_3V_A2
LT_5V_B1
LT_HVA1
LT_4V_A1
RT_BR_VCB-Out4
RT_2V_A1
RT_3V_B1
RT_1V_A2
RT_2V_B2
RT_1V_B3
LT_3V_B4
LT_2V_A4
LT_HVB3
LT_4V_B3
LT_3V_A3
LT_5V_B2
LT_HVA2
LT_4V_A2
LT_6V_B1
LT_5V_A1
LT_9V_A
LT_PV1_FOB-Out
RT_3V_A1RT_ptsao1
RT_4V_B1
RT_10V_B1RT_2V_A2
RT_3V_B2
RT_1V_A3
RT_2V_B3
RT_1V_B4
LT_1V_A6
LT_1Pnt_CSU1LT_HVB4
LT_4V_B4
LT_4Pnt_CSU
LT_12V_B
LT_ptsbo
LT_11V_A
LT_PV2-Out
RT_2V_A
RT_3V_B
RT_4Pnt_CSU
RT_ptsbi4
RT_8V_A6
LT_11V_A6
LT_4Pnt_CSU4
LT_ptsai1
LT_11V_B
LT_10V_A
LT_ptsao
RT_1V_A
RT_12V_A
RT_2V_B
RT_ptsai6RT_9V_A6
LT_12V_A6
LT_ptsai2
LT_3Pnt_CSU1
LT_ptsbi1
LT_1V_B1
LT_10V_B
LT_BR_VCB-Out3
RT_11V_A
RT_ptsbo
RT_12V_B
RT_1Pnt_CSU1
LT_ptsai3
LT_3Pnt_CSU2
LT_ptsbi2
LT_1V_B2
LT_2V_B1
LT_1V_A1
LT_BR_VCB-Out4
RT_BR_VCB-Out1
RT_ptsao
RT_10V_A
RT_11V_BLT_ptsai4
LT_3Pnt_CSU3
LT_ptsbi3
LT_1V_B3
LT_2V_B2
LT_1V_A2
LT_3V_B1
LT_2V_A1
PV1_PGL
RT_12V_A4
RT_7V_B4
RT_4V_A6
RT_10V_A6
LT_7V_A6
LT_10V_B4
LT_9V_A4
LT_11V_B3
LT_10V_A3
LT_ptsao3
LT_12V_B2
LT_ptsbo2
LT_11V_A2
LT_12V_A1
LT_3V_B
LT_2V_A
RT_5V_ART_6V_B
RT_ptsbi1RT_ptsai2RT_9V_A2
RT_8V_A3
RT_9V_B3
RT_3Pnt_CSU3
RT_7V_A4
RT_8V_B4
RT_5V_A6
RT_HVA6
RT_11V_A6
LT_8V_A6
LT_11V_B4
LT_10V_A4
LT_ptsao4
LT_12V_B3
LT_ptsbo3
LT_11V_A3
LT_12V_A2
LT_4Pnt_CSU1
LT_2V_B
LT_1V_A
LT_PV1_OEOT
RT_4V_A
RT_5V_B
RT_ptsbi2RT_ptsai3RT_9V_A3
RT_8V_A4
RT_9V_B4
RT_3Pnt_CSU4
RT_6V_A6
RT_12V_A6
LT_9V_A6
LT_12V_B4
LT_ptsbo4
LT_11V_A4
LT_12V_A3
LT_4Pnt_CSU2
LT_12V_A
LT_1Pnt_CSU
RT_PV1_OEOT
RT_1Pnt_CSU
RT_3V_A
RT_4V_B
RT_ptsbi3RT_ptsai4RT_9V_A4
RT_2Pnt_CSU1
RT_7V_A6
LT_10V_A6
LT_ptsao6
LT_12V_A4
LT_4Pnt_CSU3
RT_PV1_FOB-Out
RT_PV2-Out
RT_8V_A
RT_9V_B
RT_3Pnt_CSU
RT_7V_A1
RT_8V_B1
RT_6V_A2
RT_12V_A2
RT_7V_B2RT_5V_A3
RT_HVA3
RT_11V_A3
RT_6V_B3
RT_12V_B3
RT_4Pnt_CSU3
RT_4V_A4
RT_10V_A4
RT_ptsbo4
RT_5V_B4
RT_HVB4
RT_11V_B4
RT_2V_A6
LT_5V_A6
LT_8V_B4
LT_7V_A4
LT_9V_B3
LT_8V_A3
LT_10V_B2
LT_9V_A2
LT_11V_B1
LT_10V_A1
LT_ptsao1
LT_5V_B
LT_4V_A
RT_7V_A
RT_8V_BRT_8V_A1
RT_9V_B1
RT_3Pnt_CSU1
RT_7V_A2
RT_8V_B2
RT_6V_A3
RT_12V_A3
RT_7V_B3RT_5V_A4
RT_HVA4
RT_11V_A4
RT_6V_B4
RT_12V_B4
RT_4Pnt_CSU4
RT_3V_A6RT_ptsao6
LT_6V_A6
LT_9V_B4
LT_8V_A4
LT_10V_B3
LT_9V_A3
LT_11V_B2
LT_10V_A2
LT_ptsao2
LT_12V_B1
LT_ptsbo1
LT_11V_A1
LT_4V_B
LT_3V_A
RT_6V_A
RT_7V_B
RT_ptsai1RT_9V_A1
RT_8V_A2
RT_9V_B2
RT_3Pnt_CSU2
RT_7V_A3
RT_8V_B3
RT_6V_A4
0.0250.025
87.44 WETLANDSWETLANDS
RT_RIP_RAP_WWRT_SS_FILL2
RT_AS_04
LT_RIP_RAP_WW
RT_GR_Graphics Out 07
RT_OUT_TOP_WWRT_AS_01
LT_AS_04
LT_OUT_TOP_WW
RT_GR_Graphics Out 04
RT_AS_02
RT_GR_Graphics Out 05
RT_AS_03
LT_SS_FILL2
RT_GR_Out
RT_GR_Graphics Out 06
RT_OUT_BOT_WW
RT_RT_SS_FILL1
RT_CG_TOP_BOC
LT_AS_01
LT_CG_TOP_BOC
LT_IN_TOP_WW
LT_OUT_BOT_WW
LT_GR_Graphics Out 09
LT_AS_02
RT_GR_Graphics Out 02
LT_AS_03
RT_GR_Graphics Out 03
RT_IN_TOP_WW
LT_OS_SBG
LT_Sub_DLT
AS_SLP_LT
LT_RT_SS_FILL1
LT_GR_Graphics Out 04
LT_GS_OS_CTL
RT_Sub_DLT_Out
RT_PntCon_ASGR Out
LT_GR_Graphics Out 05
LT_IN_BOT_WW
LT_GR_Graphics Out 06
RT_SLOPE_FILL
LT_SLOPE_FILL
LT_GR_Graphics Out 07
LT_GR_Graphics Out 08
PV1_PGL
RT_RIP_RAP2
RT_IN_BOT_WW
LT_GR_Out
LT_GR_Graphics Out 02
LT_PV1_OEOT
LT_PntCon_ASGR Out
LT_GR_Graphics Out 03
RT_PV1_OEOT
LT_RIP_RAP1
RT_GR_Graphics Out 08
RT_GS_OS_CTL
RT_RIP_RAP1
RT_Sub_DLT
RT_OS_SBG
LT_Sub_DLT_Out
LT_RIP_RAP2
RT_GR_Graphics Out 090.0250.025
2.7:1
2.7:187.32 WETLANDSWETLANDS
RT_GR_Graphics Out 07
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_GR_Graphics Out 09
RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOPLT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOPRT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
LT_GR_Graphics Out 08
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
LT_GR_Graphics Out 01
LT_PV2_OEOT
LT_GR_Graphics Out 02
RT_PV2_OEOTLT_Sub_OEEOP
LT_PV1_OEOT
LT_GR_Graphics Out 03
RT_PV1_OEOT
LT_PS2_Shelf_Out
LT_GS_OS_GR_Face_Graphics
RT_GR_Graphics Out 08
RT_GS_OS_CTL
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.0250.025
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_07-11_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1685 85
90 90
95 95
80 8024+00.00
85 85
90 90
95 95
80 8024+50.00
85 85
90 90
95 95
80 8025+00.00
85 85
90 90
95 95
80 8025+50.00
B-5657
-L-
2.5 5
PRM-9
SHEET 9 OF 12
PERMIT DRAWING
87.30 WETLANDSWETLANDS
RT_GR_Graphics Out 07
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_GR_Graphics Out 09
RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOPLT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOPRT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
LT_GR_Graphics Out 08
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
LT_GR_Graphics Out 01
LT_PV2_OEOT
LT_GR_Graphics Out 02
RT_PV2_OEOTLT_Sub_OEEOP
LT_PV1_OEOT
LT_GR_Graphics Out 03
RT_PV1_OEOT
LT_PS2_Shelf_Out
LT_GS_OS_GR_Face_Graphics
RT_GR_Graphics Out 08
RT_GS_OS_CTL
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.0250.025
87.24WETLANDS WETLANDS
RT_GR_Graphics Out 07
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_GR_Graphics Out 09
RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOPRT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
LT_GR_Graphics Out 08
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
LT_GR_Graphics Out 01
LT_PV2_OEOT
LT_GR_Graphics Out 02
RT_PV2_OEOTLT_Sub_OEEOP
LT_PV1_OEOT
LT_GR_Graphics Out 03
RT_PV1_OEOT
LT_PS2_Shelf_Out
LT_GS_OS_GR_Face_Graphics
RT_GR_Graphics Out 08
RT_GS_OS_CTL
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.0250.014
87.11
WETLANDSWETLANDS
RT_GR_Graphics Out 07
LT_PV_EG_TestPt
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_PV_IEEOP_EG
LT_GR_Graphics Out 09 RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOP
RT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
LT_GR_Graphics Out 08
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
LT_GR_Graphics Out 01
RT_PV_IEEOP_EG
LT_PV2_OEOT
LT_GR_Graphics Out 02
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
LT_GR_Graphics Out 03
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
LT_GS_OS_GR_Face_Graphics
RT_GR_Graphics Out 08
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOPLT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.0250.008
87.13WETLANDS WETLANDS
RT_GR_Graphics Out 07
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_GR_Graphics Out 09
RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOPRT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
LT_GR_Graphics Out 08
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
LT_GR_Graphics Out 01
LT_PV2_OEOT
LT_GR_Graphics Out 02
RT_PV2_OEOTLT_Sub_OEEOP
LT_PV1_OEOT
LT_GR_Graphics Out 03
RT_PV1_OEOT
LT_PS2_Shelf_Out
LT_GS_OS_GR_Face_Graphics
RT_GR_Graphics Out 08
RT_GS_OS_CTL
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.0250.025
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_07-11_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1680 80
85 85
90 90
95 95
75 75
26+00.00
85 85
90 90
80 8026+50.00
80 80
85 85
90 90
27+00.00
85 85
90 90
27+50.00
85 85
90 90
80 8028+00.00
B-5657
-L-
2.5 5
BEGIN BRIDGE 410015 (FILL FACE) STA 25+63 +/-
END BRIDGE 410015 (FILL FACE) STA 26+35 +/-
PRM-10
SHEET 10 OF 12
PERMIT DRAWING
RT_7V_B1RT_5V_A2
RT_HVA2
RT_11V_A2
RT_6V_B2
RT_12V_B2
RT_4Pnt_CSU2
RT_4V_A3
RT_10V_A3
RT_ptsbo3
RT_5V_B3
RT_HVB3
RT_11V_B3
RT_3V_A4RT_ptsao4
RT_4V_B4
RT_10V_B4
RT_1V_A6
LT_HVA6
LT_4V_A6
LT_7V_B4
LT_6V_A4
LT_8V_B3
LT_7V_A3
LT_9V_B2
LT_8V_A2
LT_10V_B1
LT_9V_A1
LT_3Pnt_CSU
LT_6V_B
LT_5V_A
LT_3V_A4
LT_5V_B3
LT_HVA3
LT_4V_A3
LT_6V_B2
LT_5V_A2LT_7V_B1
LT_6V_A1
LT_9V_B
LT_8V_A RT_4V_A1
RT_10V_A1
RT_ptsbo1
RT_5V_B1
RT_HVB1
RT_11V_B1
RT_3V_A2RT_ptsao2
RT_4V_B2
RT_10V_B2RT_2V_A3
RT_3V_B3
RT_1V_A4
RT_2V_B4LT_2V_A6
LT_5V_B4
LT_HVA4
LT_4V_A4
LT_6V_B3
LT_5V_A3LT_7V_B2
LT_6V_A2
LT_8V_B1
LT_7V_A1
LT_8V_B
LT_7V_A RT_5V_A1
RT_HVA1
RT_11V_A1
RT_6V_B1
RT_12V_B1
RT_4Pnt_CSU1
RT_4V_A2
RT_10V_A2
RT_ptsbo2
RT_5V_B2
RT_HVB2
RT_11V_B2
RT_3V_A3RT_ptsao3
RT_4V_B3
RT_10V_B3RT_2V_A4
RT_3V_B4LT_3V_A6
LT_6V_B4
LT_5V_A4LT_7V_B3
LT_6V_A3
LT_8V_B2
LT_7V_A2
LT_9V_B1
LT_8V_A1
LT_7V_B
LT_6V_A
RT_9V_A
RT_6V_A1
RT_12V_A1
RT_BR_VCB-Out2
RT_10V_B
RT_1V_B1
3Pnt_CSU6LT_2Pnt_CSU1LT_3Pnt_CSU4
LT_ptsbi4
LT_1V_B4
LT_2V_B3
LT_1V_A3
LT_3V_B2
LT_2V_A2
LT_HVB1
LT_4V_B1
LT_3V_A1
LT_2Pnt_CSU
PV2_PGL
RT_2Pnt_CSU
RT_BR_VCB-Out3
RT_1V_A1
RT_2V_B1
RT_1V_B2
LT_ptsai6
LT_2V_B4
LT_1V_A4
LT_3V_B3
LT_2V_A3
LT_HVB2
LT_4V_B2
LT_3V_A2
LT_5V_B1
LT_HVA1
LT_4V_A1
RT_BR_VCB-Out4
RT_2V_A1
RT_3V_B1
RT_1V_A2
RT_2V_B2
RT_1V_B3
LT_3V_B4
LT_2V_A4
LT_HVB3
LT_4V_B3
LT_3V_A3
LT_5V_B2
LT_HVA2
LT_4V_A2
LT_6V_B1
LT_5V_A1
LT_9V_A
LT_PV1_FOB-Out
RT_3V_A1RT_ptsao1
RT_4V_B1
RT_10V_B1RT_2V_A2
RT_3V_B2
RT_1V_A3
RT_2V_B3
RT_1V_B4LT_1V_A6
LT_1Pnt_CSU1LT_HVB4
LT_4V_B4
LT_4Pnt_CSU
LT_12V_B
LT_ptsbo
LT_11V_A
LT_BR_VCB-Out1
RT_2V_A
RT_3V_B
RT_4Pnt_CSU
RT_ptsbi4
RT_8V_A6
LT_11V_A6
LT_4Pnt_CSU4
LT_ptsai1
LT_11V_B
LT_10V_A
LT_BR_VCB-Out2
LT_ptsao
RT_1V_A
RT_12V_A
RT_2V_B
RT_ptsai6RT_9V_A6
LT_12V_A6
LT_ptsai2
LT_3Pnt_CSU1
LT_ptsbi1
LT_1V_B1
LT_10V_B
LT_BR_VCB-Out3
RT_11V_A
RT_ptsbo
RT_12V_B
RT_1Pnt_CSU1
LT_ptsai3
LT_3Pnt_CSU2
LT_ptsbi2
LT_1V_B2
LT_2V_B1
LT_1V_A1
LT_BR_VCB-Out4
RT_BR_VCB-Out1
RT_ptsao
RT_10V_A
RT_11V_B
LT_ptsai4
LT_3Pnt_CSU3
LT_ptsbi3
LT_1V_B3
LT_2V_B2
LT_1V_A2
LT_3V_B1
LT_2V_A1
PV1_PGL
RT_12V_A4
RT_7V_B4
RT_4V_A6
RT_10V_A6
LT_7V_A6
LT_10V_B4
LT_9V_A4
LT_11V_B3
LT_10V_A3
LT_ptsao3
LT_12V_B2
LT_ptsbo2
LT_11V_A2
LT_12V_A1
LT_3V_B
LT_2V_A
RT_5V_A
RT_6V_B
RT_ptsbi1RT_ptsai2RT_9V_A2
RT_8V_A3
RT_9V_B3
RT_3Pnt_CSU3
RT_7V_A4
RT_8V_B4
RT_5V_A6
RT_HVA6
RT_11V_A6
LT_8V_A6
LT_11V_B4
LT_10V_A4
LT_ptsao4
LT_12V_B3
LT_ptsbo3
LT_11V_A3
LT_12V_A2
LT_4Pnt_CSU1
LT_2V_B
LT_1V_A
LT_PV1_OEOT
RT_4V_A
RT_5V_B
RT_ptsbi2RT_ptsai3RT_9V_A3
RT_8V_A4
RT_9V_B4
RT_3Pnt_CSU4
RT_6V_A6
RT_12V_A6
LT_9V_A6
LT_12V_B4
LT_ptsbo4
LT_11V_A4
LT_12V_A3
LT_4Pnt_CSU2
LT_12V_A
LT_1Pnt_CSU
RT_PV1_OEOT
RT_1Pnt_CSU
RT_3V_A
RT_4V_B
RT_ptsbi3RT_ptsai4RT_9V_A4
RT_2Pnt_CSU1
RT_7V_A6
LT_10V_A6
LT_ptsao6
LT_12V_A4
LT_4Pnt_CSU3
RT_PV1_FOB-Out
RT_8V_A
RT_9V_B
RT_3Pnt_CSU
RT_7V_A1
RT_8V_B1
RT_6V_A2
RT_12V_A2
RT_7V_B2RT_5V_A3
RT_HVA3
RT_11V_A3
RT_6V_B3
RT_12V_B3
RT_4Pnt_CSU3
RT_4V_A4
RT_10V_A4
RT_ptsbo4
RT_5V_B4
RT_HVB4
RT_11V_B4
RT_2V_A6
LT_5V_A6
LT_8V_B4
LT_7V_A4
LT_9V_B3
LT_8V_A3
LT_10V_B2
LT_9V_A2
LT_11V_B1
LT_10V_A1
LT_ptsao1
LT_5V_B
LT_4V_A
RT_7V_A
RT_8V_BRT_8V_A1
RT_9V_B1
RT_3Pnt_CSU1
RT_7V_A2
RT_8V_B2
RT_6V_A3
RT_12V_A3
RT_7V_B3RT_5V_A4
RT_HVA4
RT_11V_A4
RT_6V_B4
RT_12V_B4
RT_4Pnt_CSU4
RT_3V_A6RT_ptsao6
LT_6V_A6
LT_9V_B4
LT_8V_A4
LT_10V_B3
LT_9V_A3
LT_11V_B2
LT_10V_A2
LT_ptsao2
LT_12V_B1
LT_ptsbo1
LT_11V_A1
LT_4V_B
LT_3V_A
RT_6V_A
RT_7V_B
RT_ptsai1RT_9V_A1
RT_8V_A2
RT_9V_B2
RT_3Pnt_CSU2
RT_7V_A3
RT_8V_B3
RT_6V_A4
0.0250.025
86.78 WETLANDSWETLANDS
RT_GR_SBG Out 04
RT_GR_SBG Out 01
LT_PS2_OEOP
LT_GR_SBG Out 09
RT_GR_SBG Out 02
RT_PS2_OEOPRT_Sub_OEEOP
LT_PS1_OEOP
LT_CG_Bot_IELT_SBG_C1 Shelf Out
RT_GR_SBG Out 03
RT_PS1_OEOP
LT_Sub_OSS_DLT
RT_CG_Top_BOC
RT_CG_Bot_IE
PV2_PGL
LT_GR_SBG Out 06
RT_SBG_C1 Shelf Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_GR_SBG Out 07
RT_GS_OS_SBG
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_SBG Out 08
LT_PV1_IEEOPLT_GS_OS_CTL
LT_GR_SBG Out 01
LT_PV2_IEEOPRT_PV1_OEEOP
LT_Sub_OEOP
LT_GR_SBG Out 02
RT_PV2_OEEOP
LT_GR_SBG Out 03
RT_Sub_SBG Out
RT_Sub_OEOP
LT_CG_Top_Gut
LT_GR_SBG Out 04
RT_CG_Top_Gut
RT_Sub_OEOP_SBG
PV1_PGL
LT_Sub_OEOP_SBG
LT_CG_Top_BOC
LT_GR_SBG Out 05
RT_CG_Bot_BOC
RT_GR_SBG Out 07
LT_PV2_OEOT
RT_Sub_OSS_DLT
RT_GR_SBG Out 08
RT_PV2_OEOTLT_Sub_OEEOP
LT_PV1_OEOT
LT_Sub_SBG Out
RT_GR_SBG Out 09
RT_PV1_OEOT
LT_GS_OS_SBG
RT_GR_SBG Out 05
RT_GS_OS_CTLRT_PV1_IEEOP
LT_CG_Bot_BOC
RT_GR_SBG Out 06
RT_PV2_IEEOP
3:13:1
0.0250.025 87.3087.3086.33 WETLANDSWETLANDS
RT_GR_Graphics Out 07
LT_PV_EG_TestPt
RT_GR_Graphics Out 04
LT_PS2_OEOP
RT_GR_Graphics Out 05
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_GR_Graphics Out 06
RT_PS1_OEOP
LT_PV_IEEOP_EG
LT_GR_Graphics Out 09
RT_GR_Graphics Out 01
RT_GS_OS_GR_Face_Graphics
PV2_PGL
RT_GR_Graphics Out 02
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
RT_GR_Graphics Out 03
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
LT_GR_Graphics Out 04
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_GR_Graphics Out 05
LT_PV2_IEEOP
RT_PV1_OEEOP
LT_GR_Graphics Out 06
RT_PV2_OEEOP
LT_GR_Graphics Out 07
LT_Sub_Trench_Out
LT_GR_Graphics Out 08
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
LT_GR_Graphics Out 01
RT_PV_IEEOP_EG
LT_PV2_OEOT
LT_GR_Graphics Out 02
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
LT_GR_Graphics Out 03
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
LT_GS_OS_GR_Face_Graphics
RT_GR_Graphics Out 08
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_GR_Graphics Out 09
RT_PV2_IEEOP
3:13:1
0.0250.025
85.89
WETLANDS WETLANDS
LT_PV_EG_TestPt
LT_PS2_OEOP RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP RT_PS1_OEOP
LT_PV_IEEOP_EG
PV2_PGL
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
RT_PV_IEEOP_EG
LT_PV2_OEOT RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_PV2_IEEOP
3:13:1
0.0250.025
85.42
WETLANDSWETLANDS
LT_PV_EG_TestPt
LT_PS2_OEOP RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP RT_PS1_OEOPLT_PV_IEEOP_EG
PV2_PGL
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
RT_PV_IEEOP_EG
LT_PV2_OEOT RT_PV2_OEOTLT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
RT_GS_OS_CTLLT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_PV2_IEEOP
3:13:1 0.0250.025
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
8/30/2017Q:\RA\9537\CADD\B-5657\Hydraulics\PERMITS_Environmental\Drawings\B-5657_hyd_prm_wet_07-11_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1685 85
90 90
80 80
28+50.00
85 85
90 90
80 8028+95.00
85 85
90 90
80 8029+00.00
85 85
90 90
80 8029+50.00
85 85
80 80
30+00.00
B-5657
-L-
2.5 5
END STATE PROJECT B-5657 STA 28+95.00
PRM-11
SHEET 11 OF 12
PERMIT DRAWING
85.15
WETLANDSWETLANDS
LT_PV_EG_TestPt
LT_PS2_OEOP RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP RT_PS1_OEOP
LT_PV_IEEOP_EGPV2_PGL
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGL
RT_PV_IEEOP_EG
LT_PV2_OEOT RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT RT_PV1_OEOT
RT_PV_Sub_Tie_OutLT_PS2_Shelf_Out
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_PV2_IEEOP
3:13:1
0.0250.025
85.12
WETLANDS WETLANDS
LT_PV_EG_TestPt
LT_PS2_OEOP
RT_PS2_OEOP
RT_Sub_OEEOP
LT_PS1_OEOP
RT_PS1_OEOP
LT_PV_IEEOP_EG
PV2_PGL
RT_PS2_Shelf_Out
LT_PV1_OEEOP
LT_Sub_OEOT
LT_Slope_Fill
RT_Sub_OEOT
LT_PV2_OEEOP
RT_Slope_Fill
RT_PV_OEEOP_EG
LT_PV1_IEEOP
LT_GS_OS_CTL
LT_PV2_IEEOP
RT_PV1_OEEOPRT_PV2_OEEOP
LT_Sub_Trench_Out
RT_Sub_Trench_Out_DLT
RT_Sub_Trench_Out
PV1_PGLRT_PV_IEEOP_EG
LT_PV2_OEOT
RT_PV2_OEOT
LT_PV_Sub_Tie_Out
LT_Sub_OEEOP
LT_PV1_OEOT
RT_PV1_OEOT
RT_PV_Sub_Tie_Out
LT_PS2_Shelf_Out
RT_GS_OS_CTL
LT_PV_OEEOP_EG
RT_PV1_IEEOP
LT_Sub_Trench_Out_DLT
RT_PV2_IEEOP
3:13:1
0.0440.019
85.13 WETLANDSWETLANDS
85.06WETLANDS
84.96
HandExisting 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-L- 20+32 RT TO 22+27 RTFill Slope < 0.01 < 0.01 0.10 1-L- 20+73 LT TO 22+26 LTFill Slope 0.02 < 0.01 0.06 1-L- 22+20 RT TO 22+24 LTBank Stabilization 0.01 73 1-L- 22+72 RT TO 22+88 LTBank Stabilization 0.01 1-L- 22+85 LT TO 25+71 LTFill Slope < 0.01 < 0.01 0.11 1-L- 22+79 RT TO 25+75 RTFill Slope 0.03 0.01 0.16 1-L- 25+68 LT TO 25+75 RTBank Stabilization 0.02 75 1-L- 26+20 RT TO 26+31 LTBank Stabilization 0.01 1-L- 26+28 LT TO 28+95 LTFill Slope < 0.01 < 0.01 0.06 1-L- 26+24 RT TO 27+35 RTFill Slope < 0.01 < 0.01 0.09 TOTALS*: 0.06 0.04 0.58 0.05 0 148 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 12OF 12 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSHALIFAX COUNTYB-565745615.3.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS08/30/2017