20191084 Ver 1_920135_Permit_Drawings_20190726_20190814

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(Version 2.08; Released April 2018)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: SF-920135 TIP No.: 17BP.5.R.88 County(ies): Warren Page 1 of 1
General Project Information
WBS Element:
SF-920135
TIP Number: 17BP.5.R.88 Project T pe: Brid a Re lacement Date: 1/13/2019
NCDOT Contact:
Galen Cail
Contractor /Desi ner:
Reid B. Robol, PE - VHB
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
940 Main Campus Drive
Suite 500
Raleigh, NC 27606
Phone:
919-707-6711
Phone:
919-754-5005
Email:
[e-mail]
Email:
rrobol vhb.com
City/Town:
Count Ees :
Warren
River Basins :
Tar -Pamlico
CAMA Count ?
I No
Wetlands within Project Limits?
Yes
Project DescrE tion
Project Length (lin. miles or feet):
0.081 Miles Surrounding Land Use: Forest, agricultural, and rural residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
1.4 ac.
1.2 ac.
Typical Cross Section Description:
2 @ 9' lanes with 3' paved shoulders
2 @ 9' lanes with 0.5' paved shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 160 Year: 2025
Existing: 80 Year: 2000
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State project 17BP.5.R.88 involves the replacement of the existing NCDOT Bridge #920135 on SR 1609 over Fishing Creek. Bridge #920135 consists of 1 @20'-8" timber floor
on I -Beams with timber caps on rubble masonry abutments. The existing bridge is to be replaced with a proposed culvertwhich consists of a 42'x10' bottomless RCBC on
footings. The proposed crossing is located in Zone AE of FIRM Map number 3720294400J and was studied by Limited Detailed methods. There are steep ditches within the
project limits that need rip rap to maintain stability. Also, existing ditches are being covered up by the proposed roadway and in order to maintain stability, proposed ditches run
through the buffer zones.
Surface Water Body (1): Fishing Creek
NCDWR Stream Index No.:
28-79-(1)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Fishing Creek
Buffer Rules in Effect: Tar -Pamlico
Project Includes Bridge Spanning Water Body?
iYes
I Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
(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)

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1606
Baltimore l" Liberia
Church Rd.
Bridle 43
Creek
58
1604 45 EN
Limer P OJECT
Town
Rd. Fishing 1608
RiChneCk Creek
Creek hWill
Cheek
Rd.
44
1600 Fishin
r 135
C eek
Baltimore C�k
1605 Rd. 1609 132
Kearney Powells\
Rd. N)i[I-,Rd.
BEGIN
PROJECT
161
Lee oyy
Che ks Rd. 58
arktown
Creek
39
1625
42 Parktown
Rd.
1625
Pete
Harris
Rd.
VICINITY MAP
OFF —SITE DETOUR
See Sheet 1 A For Index of Sheets
See Sheet 1 B For Conventional Symbols
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WARREN
COUNTY
LOCATION: BRIDGE NO.135 OVER FISHING CREED
0111 SR 1609 (POWELLS MILL RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND CULVERT
WETLAND AND SURFACE WATEK IMPACTS PERMIT
SR j60o
CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III.
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
�--
STATE
STATE PROJECT REFERENCE NO.
SHEETN®.CTOTAL
SHEETS
N.C.
17BP.5.R.88
1
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIPTION
17BP.5.R.88
WA
PE
17BP.5.R.88
WA
ROW
17BP.5.R.88
WA
UTILITIES
NAD 83/
NSRS 2011
PERMIT DRAWING
SHEET 1 OF b
O s,Q TO
�FCy6
ti 'QO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
r"
GRAPHIC SCALES
40 20 0 40 80
DESIGN DATA
ADT = 80 VPD
V - 20 MPH
=
CLASS RURAL
LOCAL
S U B RE G I O NAL TIER
00111111
PROJECT LENGTH
LENGTH ROADWAY STATE PROJECT 17BP.5.R.88 = 0.072 mi.
LENGTH STRUCTURES STATE PROJECT 17BP.5.R.88 = 0.008 mi.
TOTAL LENGTH STATE PROJECT 17BP.5.R.88 = 0.080 mi.
Prepared in the Offices of.
HYDRA ULICS ENGINEER
P.E.
SIGNATURE:
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S T E VV/-\ K i
223 S. WEST ST, STE 1100 Firm License #:C-1051
9193808750NC 603 PRwww.sEJECT tewa#:86�012.00RALEIGH
t, T
�•vhb
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
1 Mimi
PLANS
50 25 0 50 100
2018 STANDARD SPECIFICATIONS
ANDY YOUNG, PE
RIGHT OF WAY DATE:
AUGUST 15, 2018
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
PROJECT ENGINEER
JOSHUA ROEMER
RIGHT OF WAY
COMPLETE:
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
GILCHRIST, El
LETTING DATE: LETTING
MAY 17, 2019
NCDOT CONTACT
PROFILE (VERTICAL)

a
El
SITE 2
Awl
SITE 3
DETAIL 1
SPECIAL CUT DITCH
( Not to Scale)
Front
Natural at Ditch
Ground D Slope
d
Georexrile Min. D=1.0 Ft.
Type of Liner= Class B Rip -Rap Max. d=1.0 Ft.
FROM STA. 10+50 TO STA. 11+95 -L- LT
FROM STA. 12+50 TO STA. 13+50 -L- LT
FROM STA. 12+70 TO STA. 13+50 -L- RT
DETAIL 2
SPECIAL CUT DITCH
( Not to Scale)
Fronr
01 Ditch
Natural a< Slope
Ground :1 D F\O
d
G—textile Min. D=1.5 Ft.
Type of Liner= Class I Rip -Rap Max. d-1.0 Ft.
FROM STA. 13+83 TO STA. 14+75 -L- LT
FROM STA. 13+85 TO STA. 14+50 -L- RT
O
JAMES RICHARD WILLIAMS
TBM-1
WOODS mm
BL-101 �
w \
L
yNV. sT
WOODS \ o\
PROJECT 17BP5R.88 \
DETAIL 3 ="
FALSE SUMP
(Notto Scale)
O
Outside Ditch
20:1
'I
I
Traffic Flow
,G•�
_ S —
GI
etc.
S=Ditch Slope
4 Proposed Ditch
STA. 13+67 -L- LT
SPECIAL CUT DITCH
E ETAIL 5
WOODS O 1
2
KEVIN C. MALONEY, ET UX
WOOF
DETAIL 4
STANDARD BASE DITCH
(Notto Scale)
Natural Natural
Ground D .),� Ground
d
Geote44. B Min. D= 1.0 Ft.
Max. d= 2.0 Ft.
'When B is < &0' B= 2 R.
Type of Liner= Class I Rip -Rap
FROM STA. 13+64 TO STA. 13+66 -L-
RT
DETAIL 5
SPECIAL CUT DITCH
( Not to Scale)
Front
of
Natural � 3'� g(
Ditch
Slope
Ground ?y F\off
D
Min. D= 1.0 Ft.
FROM STA. 10+50 TO STA. 11+56 -L-
RT
DETAIL 6
BANK STABILIZATION
( Not to Swle)
3.0'min.
2.0'NWS
Q
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
SCOUR HOLE DETAIL
DETAIL 7
NTS
GRADE TO DRAIN
'11�1111�1�I€ITi1=1111=R11=81�1111-
T����;�,�;c—nn=1111=1111=1111=1�
r rn'�Sti`i►1-![!FULL%I
RIP RAP
FILL IN SCOUR HOLE WITH CLASS II RIP RAP TO WITHIN 2.0' OF
NATURAL GROUND. ADD 1.0' OF CLASS B RIP RAP ON TOP OF CLASS II
RIP RAP. TOP CLASS B RIP RAP WITH ENGINEER APPROVED MATERIAL AND
COMPACT AS NEEDED TO PROMOTE VEGETATION GROWTH AND FILL
VOIDS. GRADE TO DRAIN AND SEED AND MULCH.
PI Sto /0+92.05
PI Sto 11+70.75
PI Sto 13+07J8
0 = 19' 05' 44.2' (LT)
0 =
47' 02' 10.4' (LT)
0 =
42° 58' 35.2' (RT)
D = 22" 55' 059'
D =
66° 37' 22.8'
D =
57' 17' 44.8'
L = 83.32'
L =
70,60'
L =
75.01'
T = 42.05'
T =
37.43'
T =
39,37'
R = 250.00'
R =
86.00'
R
= 100.00'
Se = EXIST.
Runoff = 90'
Runoff = 90'
Se =
47
Se
= 47
—L—
o +
o15+71.91
0 = 47' 25' 32.9" (LT)
0
= 7° 19' 41.2' (RT)
D = 57' 17' 44.8'
D
= Z 30' 273'
L = 82.77'
L =
292.24'
T = 4392'
T
= 14632'
R = /00.00'
R
= 2,284.89'
Runoff = 90'
Se
= EXIST.
Se = 4%
PROJECT REFERENCE NO. I SHEET NO.
ENGINEER I ENGINEER
C,P.C.
S IWA T
www.mw.nm".
VHB En IC-37051
940 Main Campus Drive Suite 500
alegh, NC 2] 6
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INSET GRAPHIC SCALE:I"=20' GRAPHIC SCALE: I"=40'
NOTE:
ARMOR SHOULDERS AND SIDE SLOPES 20 10 O 20 40 40 ZG G 40 80
ALONG STRUCTURE WITH ENGINEER APPROVED
MATERIAL FROM STA. 12+00 TO 12+53 LT AND
STA. 12+17 TO 12+73 RT.
h
N ✓S — — 1•
SPECIAL CUT'V'DITCH WOODS NAD 83/NAI 2011
WOODS / SEE DETAIL 1
CLASS B RIP RAP O E%ISTING R/W IS ASSUMED TO PERMIT DRAWING
EST 75 TONS 8E MAINTAINED R/W AS PER PLAT SHEET 2 O F 6
IN PLAT CABINET SLIDE 240A PLAT 10
EST 215 SY GEOTEXTILE JAMES rl. rtuBERTSON WHICH STATES THIS PORTION OF THE
ROADWAY HAS NO DEEDED R/W BUT
` IS ASSUMED TO HAVE R/W TO THE LIMITS
CLASS II RIP RAP OF MAINTENANCE. APPROX. 30' - 40'.
EST 80 TONS FOR THE PURPOSES OF THIS SURVEY,
EST 125 SY GEOTEXTILE A 30' MAINTAINED EXISTING R/W IS SHOWN.
SEE DETAIL 6
r \Sta. 12+67 WOODS
c+ �
SPECIAL CUT 'V' DITCH — —13+42.82
y \s \ SEE DETAIL 1
CLASS B RIP RAP
_ j EST 50 TONS O —L— PT Sto. I7+17.83
�P 1 EST 150 SY GEOTEXTILE C
p J
I 42'x10' BOTTOMLESS
. O *E flDGE RCBC ON FOOTINGS / SPRING GREEN DHr 1ST CHURCH
C 9 -0135 /
FALSE SUMP
� SEE DETAIL 3
_ SISPECIAL CUT 'V' DITCH
I RIP RAP
op m oo EST DETAIL10 TONS GEO7EXTILE WOODS
0
Bt
\ — f
�
--
EXISTING R/W
BL-104
$
Rllr/
/EST7
---
_ R/W MON
P RAP RAP
EOTEXTILE
��
o X ---- ��
o a o 0 oSR 1609 (POWELLS NILL RD)
_
'
EP
/ ' - - .. EXISTING R/W
FILL SCOUR HOLE SCOUR EA
BL-03
-
WOODS
SEE DETAIL 7
I
S" RCP / �\
EIP
di
N T
U.
'// WOODS 26
R/W MO
_L_ PT
N 3° 46' 45.6' W%
N
G
SPECIAL CUT 'V' DITCH 4TF .'
�}
6"
SEE DETAIL 2
CLASS I RIP RAP WOODS /
EST 75 TONS
.. _
SPECIAL CUT N' DITCH
SEE DETAIL 1
EST 120 SY GEOTEXTILE /
CLASS II RIP RAP
CLASS B RIP RAP
EST 40 TONS
TBM-2
EST 110 TON
EST 120 SY GEOTEXTILE
L— PRC Sto. 14+2559 /
WOODS
EST 180 SY OTEXTILE
SEE DETAIL 6 i!t
l I
WOODS
CLASS B RIP RAP
I
SPRING GREEN
SPR
SITE 1
EST 2 rONS
/
BAPTST CHURCH
I
EST 7 SY GEOTEXTILE
ISTANDARD
WOODS 1
a SITE
TBM-4
3
BASE DITCH
SEE DETAIL 4
EST CY
/
E=.
SLOPE T03ON ZZ
DENOTES FILL IN
WETLAND
EST 10 TONS
EST 15 SY GEOTEXTILE
® DENOTES EXCAVATION
IN WETLAND
DENOTE MECHANIZED
�.•. # CLEARING
/ /�/,•
WOODS RONNEY
NOTE:
THE MUSSEL RELOCATION MUST OCCUR WITHIN
G. BELTON, ET UX THREE WEEKS PRIOR TO START OF IN -CHANNEL WORK.
THE DIVISION ENVIRONMENTAL OFFICER WILL CONTACT
® DENOTES TEMPORARY
APPROPRIATE PERSONNEL FROM RKBK TO SCHEDULE
IMPACTS IN SURFACE WATER
THE RELOCATION.
® DENOTES IMPACTS IN
K/
SURFACE WATER
E CONTRACTOR WILL PROVIDE AT LEAST THREE WEEKS NOTIFICATION TO THE RESIDENT
FOR -L- PROFILESEE SHEET 5
GINEER AND DIVISION ENVIRONMENTAL OFFICER CONCERNING START OF WORK AT THE
I
OJECT TO ACLOW FOR APPROPRIATE CONTACT WITH PARTIES CONDUCTING THE PRE-CONSTRUCTIONSEL SURVEY AND RELOCATION ACTIVITIES.
S
FOR CULVERT PLATYSSEE SHEETS C-ITHRU C-4

,El
SITE 2
SITE 3
DETAIL 1
SPECIAL CUT DITCH
( Not to Scalel
Front
Natural eT Ditch
Ground ?') D FYo� Slope
d
Georexrit. Min. D=1.0 Ft.
Type of Liner= Class B Rip -Rap Max. d=1.0 Ft.
FROM STA. 10+50 TO STA. 11+95 -L- LT
FROM STA. 12+50 TO STA. 13+50 -L- LT
FROM STA. 12+70 TO STA. 13+50 -L- RT
DETAIL 2
SPECIAL CUT DITCH
( Not to Scale)
Front
01 Ditch
Natural A� ytoc Slope
Ground :1 D F\O
d
Georaxrile Min. D=1.5 Ft.
Type of Liner= Class I Rip -Rap Max. d-1.0 Ft.
ROM STA. 13+83 TO STA. 14+75 -L- LT
ROM STA. 13+85 TO STA. 14+50 -L- RT
O
JAMES RICHARD
TBM-1
yNV.
22S 2>-
o 10+92L5
P1 Sto 7777
o
0 = 1905' 442' (LT)
A = 47' 02' 10.4' (LT)
A = 42' 58' 352' (RT)
D = 22' 55' 05.9'
D = 6637' 22.8'
D = 57' 17' 44.8'
L = 83.32'
L = 70.60'
L = 75.01'
T = 42.05'
T = 37.43'
T = 39.37'
R = 250.00'
R = 86.00'
R = 100.00'
Se = EXIST.
Runoff = 90'
Runoff = 90'
Se = 47
Se = 47
PI Sta 13+85.74
Pit StG 37707-
0 = 47' 25,329 (LT)
0 = 7' 19' 4/2' (RT)
D = 57' 17' AA A'
D = 2" 30' 517 3'
{ FILL IN SCOUR HOLE WITH CLASS II RIP RAP TO WITHIN 2.0' OF
Z NATURAL GROUND. ADD 1.0' OF CLASS B RIP RAP ON TOP OF CLASS II
L = 82.77'
L = 29224'
RIP RAP. a' OP CLASS B RIP RAP AS NEEDED TO PROMOTE VEG TATIONPPROVED GROWTH MAT
AFILLND COMPACT
T = 4^3^92''
T = 146.32'
P VOIDS. GRADE TO DRAIN AND SEED AND MULCH.
R = 100.W
R = 2r284.89'
loos
Runoff = 90'
Se = EXIST.
a
Se = 4%
�.
INSET GRAPHIC SCALE: 1"=20'
NOTE:
PR T 17 P. R
a
m, �^ SPECIAL CUT DITCH
SEE DETAIL 5
I
J � N
WOODS O
2
DETAIL 3 ="
FALSE SUMP
(Not to Scale)
Or
-
Outside Ditch
20:1
_ I2 D.I
I
I
Traffic Flow
,G•�
_
_ S —
GI
etc.
S=Ditch Slope
4 Proposed Ditch
STA. 13+67 -L- LT
DETAIL 4
STANDARD BASE DITCH
(Notto Scale)
Natural Natural
Ground ?y D .),� Ground
d
Geotext'le B Min. D = 1.0 Ft.
Max. d- 2.0 Ft.
'When B is < 60' B= 2 Ft.
Type of Liner= Class I Rip -Rap
PROJECT REFERENCE NO. I SHEET NO.
ENGINEER I ENGINEER
WA
vhb
S T E WA R T
w ..nn" m
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive Suite 500
a47 NC 2]fi06
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALE. ]"=40'
7 ARMOR SHOULDERS AND SIDE SLOPES ZO 10 O YO 40 40 YO O 40 SO
ALONG STRUCTURE WITH ENGINEER APPROVED
'r MATE2I+17 OM 12,732 RT.0 TO 12+53 LT AND
STA.\ s NAD 8,V A 2011
.� \ SPECIAL CUT 'V' DITCH WOODS
O� W 0� --- SEE DETAIL 1
CLASS B RIP RAP O E%ISTING R/W IS ASSUMED TO PERMIT DRAWING
- EST 75 TONS BE MAINTAINED R/W AS PER PLAT SHEET 3 OF 6
IN PLAT CABINET I SLIDE 240A PLAT 10
J 215 SY GEOTEXTILE JAMES H. ROBERTSON WHICH STATES THIS PORTION OF THE
4 ROADWAY HAS NO DEEDED R/W BUT
IS ASSUMED TO HAVE R/W TO THE LIMITS
CLASS II RIP RAP OF MAINTENANCE. APPROX. 30' - 40'.
EST 80 TONS FOR THE PURPOSES OF THIS SURVEY,
N' E GEOTEXTILE A 30' MAINTAINED EXISTING R/W IS SHOWN.
O� �N WOODS %
SPECIAL CUT
1 V,b14��
yy C�
OZOd \ ICLASS B RIP RAP \ O —L— PT S/o. 1 +17.83
VEST 50 TONS
EST 150 SY GEOTEXTILE / C
a J
1 ,
4 2'x1O' BOTTOMLESS
O 7J CHC O FOOTINGSFAL
E SUMP N , P' h T CHURCH
0
SEE SDETAIL 3
SIT
• \ S ECI L UT 'V' IT H
W DS
EOT IL
FROM STA. 13+64 TO STA. 13+66 -L-
RT
DETAIL 5
SPECIAL CUT DITCH
( Not to Scale)
Front
of
Nafaral
Ditch
Slope
Ground ?y F\off
D
Min. D= 1.0 Ft.
FROM STA. 10+50 TO STA. 11+56 -L-
RT
DETAIL 6
BANK STABILIZATION
( Not to Scale)
3.0'min.
2.0'NWS
Q
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
B //v
.2
L-104 si
OS'
S R/W MON
LAS ,RIP 11tAP) + f �. n� 5 m
EST O S L;. "� \
0 f S MI D V1 \
cb
FILL SCOUR E SCOUR EA ; BL�403 �\ \\.- _ o f x - R/W _ ��8 RCe \\
E57 Y GE TEXTILE 1 � p a o 0 0 0 4/
WAS / � V \ o 0
/ ry _
SEE DETAIL 7 �// C, J - S" RCP
EIP
—N T PR T 17 P —
WOODS R/W MOf
N 34645.6
'45.W� _ ��SPEECC Tc II� mF'
!t Y'w t �� D I
ti I
N
�8'F 120.VY_GEHTEXTILE -
�Sf ZS-
\,. SPECIAL CUT 'V' DITCH _ /
SEE DETAIL 1 j
CLASS B RIP RAP TBM-2
CLA55 II RIP RAP � EST 40 TONS
EST 110 TON EST 120 SY GEOTEXTILE L— PRC StD.14t25.59 j WOODS
EST 180 SY OTEXTILE
SEE DETAIL 6 Vt
l I WOODS CLASS B RIP RAP /
SPRING GREEN
SITE 1 I EST z TONSBAPTIST CHURCH
EST 7 SY GEOTEXTILE
a SITE 3
ISTANDARD BASE DITCH
WOODS J TBM-4 SEE DETAIL 4
/ EST E=.CY DENOTES FILL IN
SLOPE T03ON ZZ WETLAND
EST 10 TONS
EST 15 $Y GEOTEXTILE / ® DENOTES EXCAVATION
/// GP IN WETLAND
�,0�� / * • � DENOTES MECHANIZED
NOTE: CLEARING
O THE MUSSEL RELOCATION MUST OCCUR WITHIN
/ /�/,• WOODS RDNNEY G. BELTON, ET UX / THREE WEEKS PRIOR -ISTART OF IN -CHANNEL WORK. ® DENOTES TEMPORARY c/ THE DIVISION ENVIRONMENTAL OFFICER WILL CONTACT IMPACTS IN SURFACE WATER
� APPROPRIATE PERSONNEL FROM RKBK TO SCHEDULE
THE RELOCATION. ® DENOTES IMPACTS IN
SURFACE WATER
THE
SURVEY AND RELOCATM ACTIVITIES. E CONTRACTOR WILL PROVIDE AT LEAST THREE WEEKS NOTIFICATKIN TO THE RESIDENT FOR -L- PROFILE.SEE SHEET 5
ENGINEER AND DIVISION ENVIRONMENTAL OFFICER CONCERNING START OF WORK AT THE
PROJECT TO ALLOW FOR APPROPRIATE CONTACT WITH PARTIES CONDUCTING THE PRE -CONSTRUCTION FOR CULVERT PLAIYS.SEE SHEETS C-ITHRU C^4
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"Rounded totals are sum of actual impacts
"*The length of the culvert is 52 feet long Excavation in MC in Perm. SW Temp. SW Perm. Fill in
Wetland Wetlands Impact Impact Wetlands
(sq. ft.) (sq. ft.) (sq. ft.) (sq. ft.) (sq. ft)
NOTES: Site 1 0 0 543 1402 0 NC DEPARTMENT OF TRANSPORTATION
Permanent impacts are coincident with the temporary impacts Site 2 145 180 0 0 0 DIVISION OF HIGHWAYS
Site3 0 112 0 0 61 1/18/2019
TOTAL 145 292 543 1402 61 WARREN COUNTY
SF-920135
17BP.5.R.88
Revised 2018 Feb ]SHEET 6 OF 6
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size /Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
12+06/12+82 -L-
42'x10' BOTTOMLESS RCBC
0.01
0.03
151
176
2
13+78/14+17 -L- LT
42'x10' BOTTOMLESS RCBC
< 0.01
< 0.01
3
13+57/13+67 -L- RT
42'x10' BOTTOMLESS RCBC
< 0.01
< 0.01
TOTALS`:
< 0.01
< 0.01
< 0.01
0.01
0.03
151
176
0