20220435 Ver 1_More Info Received_20220804

N 79°4
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'
0
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"

E
1807.5
7
'
S 0
3
°
4
9
'
1
4
"

E
66
2
.
1
5
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S 81°0
4
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5
6
"

W
701.22
'
N
0
8
°
5
5
'
1
1
"

W
19
5
.
1
7
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S 81°0
4
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4
9
"

W
295.16
'
S
0
8
°
2
8
'
2
3
"

E
29
4
.
1
8
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S 81°0
0
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5
0
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W
580.32
'
N
2
2
°
1
1
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1
9
"

W
73
7
.
4
3
'
N 2
2
°
4
1
'
1
1
"

E
252
.
6
2
'
N 74°44'58"
E
350.44'
L-1
L-4
C-1
L
-
2
L
-
3
14
13
12
11
10
9
8
6
7
5
4
3
1
2
1
30,286 SF
0.70 AC
2
30,486 SF
0.70 AC
3
30,368 SF
0.70 AC 4
44,856 SF
1.03 AC
5
38,383 SF
0.88 AC
6
33,766 SF
0.78 AC
7
43,160 SF
0.99 AC
8
35,544 SF
0.82 AC
9
35,183 SF
0.81 AC
10
34,650 SF
0.80 AC
11
30,820 SF
0.71 AC
12
30,776 SF
0.71 AC
13
30,732 SF
0.71 AC
14
30,144 SF
0.69 AC
OPEN SPACE 1
72,418 SF
1.66 AC
OPEN SPACE 3
35,582 SF
0.82 AC
OPEN SPACE 4
34,493 SF
0.79 AC
OPEN SPACE 2
25,344 SF
0.58 AC
0
+
0
0
1
+
0
0
1
+
8
5
0+
0
0
1+
0
0
1+7
2
DATE:02-14-2022
SCALE:AS SHOWN
DESIGNED BY:FLM
APPROVED BY:FLM
PROJECT NO.:21024
ORIGINAL PLAN SIZE: 24'' X 36''
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
#DESCRIPTION DATE BY
1 REVISIONS PER NCDWR
COMMENTS 8/2/2022 FLM
SHEET OF 3
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
0 1"
PERMITTING EXHIBITS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
IMPACT EXHIBIT
EX-KEY
1
060 6030
SCALE: 1 INCH = 60 FEET
N
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE-CALL CENTER
1-800-632-4949
PROP. 30' X 50' SIGN
EASEMENT (TYP.)
50' R/W
PROP. 50'
LANDSCAPE BUFFER
EX. NON-JURISDICTIONAL
CHANNEL
EX. 50' FALLS LAKE
WATERSHED BUFFER
EX. STREAM
EX. POWER POLE TO
BE RELOCATED
EX. OVERHEAD ELECTRIC
LINE TO BE RELOCATED
EX. 30' UTILITY
EASEMENT
N/F
SONYA WILSON
D.B.2000, PAGE 165
PIN #1824-67-3669
N/F
RACHEL Q NINE
D.B. 1665, PAGE 486
PIN# 1824-66-5722
N/F
TODD LEWIS AND PATRICIA LEWIS
D.B.1758, PAGE 915
PIN #1824-65-6994
N/F
ROBERT GARNER
D.B.1126, PAGE 244
PIN #1824-46-7935
EX. BUILDING TO BE
DEMOLISHED (TYP.)
EX. DRIVEWAY TO
BE ABANDONED
EX. 15' UTILITY
EASEMENT
EX. BUILDINGS TO
REMAIN
EX. WELL
EX. TELECOM
BOX
SR
.

1
7
1
4

-

W
O
O
D
L
A
N
D

C
H
U
R
C
H

R
O
A
D
(6
0
'

P
U
B
L
I
C

R
/
W
)
BENNETT G
R
O
V
E

D
R
I
V
E
CO
T
T
O
N
D
A
L
E

L
A
N
E
50' R/W
EX. POWER POLE TO
BE RELOCATED
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. ADJACENT OWNERS
EX. PROPERTY LINE
EX. CHANNEL/STREAM
EX. FENCE
EX. ROAD CENTERLINE
OHW OHW
SD SD EX. STORM SEWER
LEGEND
EX. RIGHT-OF-WAY
EX. STREAM BUFFER
EX. WETLAND
PROP. EASEMENT
PROP. RIGHT-OF-WAY
PROP. LOT LINES
EX. UNSUITABLE SOILS
EX. SHALLOW SUITABLE SOILS
EX. WETLANDS (TYP.)
EX. STREAM
TOP-OF-BANK (TYP.)
EX. ZONE 1 BUFFER
EX. ZONE 2 BUFFER
EX. ZONE 1 BUFFER
EX. ZONE 2 BUFFER
EX. 50' FALLS LAKE
WATERSHED BUFFER
EX. STREAM
EX. STREAM
TOP-OF-BANK (TYP.)
SEE SHEET EX-1
SEE SHEET EX-2
VICINITY MAP
1" = 2000'
S
R

1
7
1
4
(
W
O
O
D
L
A
N
D
C
H
U
R
C
H

R
O
A
D
)
SR 1
7
1
1
(BRU
C
E

G
A
R
N
E
R
ROAD
)
S
R

1
7
1
6
(
G
R
A
H
A
M
S
H
E
R
R
O
N

R
O
A
D
)
S
R

1
8
0
0
(
S
M
I
T
H

C
R
E
E
K

W
A
Y
)
SR
1
7
1
5
(HU
G
H

D
A
V
I
S
ROA
D
)
N
SITE
EX. STREAM TOP-OF-BANK
4
0
4
401
4
0
2
402
400
401
40
0
40
1
4
0
2
4
0
3
4
0
3
4
0
4
4
0
5
4
0
6
4
0
3
4
0
2
4
0
1
4
0
0
3
9
9
3
9
8
3
9
7
39
7
3
9
9
4
0
0
3
9
8
0+
0
0
1
+
0
0
1
+
8
5
EL
E
V
A
T
I
O
N
STATION
395
400
410
395
400
410
0+00
40
0
.
8
7
40
0
.
8
7
1+00
39
9
.
5
0
39
9
.
5
0
1+75
39
7
.
0
2
39
7
.
0
2
80 LF OF 60" CLASS IV RCP @ 1.77%
DATE:02-14-2022
SCALE:AS SHOWN
DESIGNED BY:FLM
APPROVED BY:FLM
PROJECT NO.:21024
ORIGINAL PLAN SIZE: 24'' X 36''
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
#DESCRIPTION DATE BY
1 REVISIONS PER NCDWR
COMMENTS 8/2/2022 FLM
SHEET OF 3
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
0 1"
PERMITTING EXHIBITS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
IMPACT EXHIBIT
EX-1
2
010 105
SCALE: 1 INCH = 10 FEET
N
PROP. PERMANENT ZONE I IMPACT (A1)
(2,914 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (A2)
(114 SQ. FT.)
PROP. PERMANENT ZONE II IMPACT (A3)
(1,588 SQ. FT.)
PROP. TEMPORARY ZONE II IMPACT (A4)
(49 SQ. FT.)
EX. STREAM "SB"
NOTES
1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON JULY 06, 2021.
2.SURFACE WATERS, WETLANDS AND STREAMS SHOWN
DELINEATED BY SAGE ECOLOGICAL SERVICES AND
LOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.
3.PROPOSED CONTOURS SHOWN REPRESENT FINISH
GRADES.
4.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITIONS THROUGHOUT CONSTRUCTION.
5.CONTRACTOR SHALL RESTORE AND STABILIZE ALL
TEMPORARILY IMPACTED FEATURES WITH NATIVE
VEGETATION.
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. EASEMENT
EX. ADJACENT OWNERS
EX. OVERHEAD ELECTRIC LINEOHWOHW
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. WATER LINEWW
PROP. EASEMENT
PROP. SETBACK LINE
PROP. RIGHT-OF-WAY
PROP. LOT LINES
324
325 EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
325
324
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. HEADWALL (HW)
PROP. STORM SEWER
EX. SURFACE WATER
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
PROP. TEMPORARY ZONE II IMPACT (A4)
(143 SQ. FT.)
PROP. TEMPORARY
ZONE I IMPACT (A2)
(335 SQ. FT.)
PROP. 80 LF OF 60" CLASS IV RCP
W/ CONCRETE HEADWALLS
EX. STREAM TOP
OF BANK (TYP.)
PROP. PERMANENT ZONE I IMPACT (A1)
(3,416 SQ. FT.)
PROP. PERMANENT ZONE II IMPACT (A3)
(2,262 SQ. FT.)
PROPOSED 88 FT OF
PERMANENT STREAM IMPACTS
PROP. TEMPORARY ZONE I IMPACT (A2)
(224 SQ. FT.)
PROP. TEMPORARY
ZONE II IMPACT (A4)
(104 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (A2)
(89 SQ. FT.)
PROP. TEMPORARY ZONE II IMPACT (A4)
(15 SQ. FT.)
IMPACT TABLE
ST
R
E
A
M

&

B
U
F
F
E
R
IM
P
A
C
T
S
TEMPORARY*PERMANENT**PERMANENT
(NO LOSS)***
STREAM "SB"38 LF 88 LF 10 LF
ZONE I BUFFER (A1 & A2)762 SF (A2)6330 SF (A1)N/A
ZONE II BUFFER (A3 & A4)311 SF (A4)3850 SF (A3)N/A
WE
T
L
A
N
D
IM
P
A
C
T
S
WETLAND WB-2 32 SF (WB-2)1329 SF (WB-2)
N/A
*TEMPORARY IMPACTS INCLUDE UPSTREAM AND DOWNSTREAM AREAS WITHIN THE DISTURBANCE
LIMITS TO INSTALL PERIMETER EROSION CONTROLS AND WORK AREA LIMITS FOR STREAM PUMP
AROUND DURING CULVERT INSTALLATION
**PERMANENT IMPACTS INCLUDE GRADING, ROAD BASE INSTALLATION, AND ROAD PAVING FOR
PERMANENT ROADS, AND CULVERT/WINGWALL INSTALLATION.
***AREAS OF RIP-RAP INSTALLATION ARE INCLUDED AS NO-LOSS PERMANENT IMPACTS, AS NO
EXCAVATION OF THE CREEK BED IS PERMITTED FOR RIP-RAP INSTALLATION.
PROP. PERMANENT
WETLAND IMPACT (WB-2)
(1,329 SQ. FT.)
PROP. TEMPORARY
WETLAND IMPACT (WB-2)
(32 SQ. FT.)
P P
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
STREAM
DIVERSION PUMP
INTAKE HOSE
PROP. IMPERVIOUS DIKE
CLEAN WATER
IMPERVIOUS DIKE
(SEE DIKE SECTION)
DEWATERING
PUMP
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION OR
WINGWALL
WORK AREA LENGTH
NOT TO EXCEED THAT
WHICH CAN BE COMPLETED
IN ONE DAY
INTAKE HOSE
FLOW
FLOW
BASE FLOW + 1'
(2' MIN.)
WORK
AREA
WATER LEVEL
NOTES:
1.PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2.INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
PUMP AROUND DETAIL
NO SCALE
DIKE SECTION
IMPERMEABLE
DIKE
CROSS SECTION A-A
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
PROP. CULVERT TO BE
BURIED 1' BELOW THE
EXISTING STREAM BED (TYP.)
PROP. GRADE
EX. GRADE
PROP. ROADSIDE
DITCH
PROP. PRECAST
WING WALL (TYP.)
SECTION LINE A-A CUT
ALONG STREAM CENTERLINE
(SEE CROSS SECTION A-A)
Z
O
N
E

I

B
U
F
F
E
R
Z
O
N
E

I

B
U
F
F
E
R
Z
O
N
E

I
I

B
U
F
F
E
R
Z
O
N
E

I
I

B
U
F
F
E
R
PROP. OUTLET FROM
STORMWATER CONTROL MEASURE
PROP. RIP-RAP DISSIPATOR PAD
PROP. RIP-RAP DISSIPATOR PAD
PROPOSED SILT FENCE (TYP.)
PROPOSED SILT FENCE
OUTLET (TYP.)
Z
O
N
E

I

B
U
F
F
E
R
Z
O
N
E

I

B
U
F
F
E
R
Z
O
N
E

I
I

B
U
F
F
E
R
Z
O
N
E

I
I

B
U
F
F
E
R
PROPOSED 10 FT OF
PERMANENT (NO LOSS)
STREAM IMPACTS
PROPOSED 11 FT OF
TEMPORARY STREAM
IMPACTS
PROPOSED 27 FT OF
TEMPORARY STREAM
IMPACTS
1
1
1
1
1
4
0
8
4
0
9
4
1
0
403
404
405
406
407
40
7
40
8 40
9
4
1
0
4
1
1
40
8
40
9
411
4
1
0
0
+
0
0
1
+
0
0
1+
7
2
EL
E
V
A
T
I
O
N
STATION
395
400
410
395
400
410
0+00
40
7
.
8
0
40
7
.
8
0
1+00
40
5
.
3
1
40
5
.
3
1
1+75
64 LF OF 54" CLASS IV RCP @ 2.40%
DATE:02-14-2022
SCALE:AS SHOWN
DESIGNED BY:FLM
APPROVED BY:FLM
PROJECT NO.:21024
ORIGINAL PLAN SIZE: 24'' X 36''
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
#DESCRIPTION DATE BY
1 REVISIONS PER NCDWR
COMMENTS 8/2/2022 FLM
SHEET OF 3
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
0 1"
PERMITTING EXHIBITS
WOODLAND CHURCH ROAD
SUBDIVISION
1169 WOODLAND CHURCH ROAD
GRANVILLE COUNTY, NC 27587
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
IMPACT EXHIBIT
EX-2
3
010 105
SCALE: 1 INCH = 10 FEET
N
EX. STREAM "SA"
PROP. TEMPORARY ZONE I IMPACT (B2)
(284 SQ. FT.)
PROP. TEMPORARY
ZONE II IMPACT (B4)
(273 SQ. FT.)
PROP. PERMANENT ZONE I IMPACT (B1)
(2,656 SQ. FT.)
PROP. PERMANENT ZONE II IMPACT (B3)
(1,925 SQ. FT.)
NOTES
1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON JULY 06, 2021.
2.SURFACE WATERS, WETLANDS AND STREAMS SHOWN
DELINEATED BY SAGE ECOLOGICAL SERVICES AND
LOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.
3.PROPOSED CONTOURS SHOWN REPRESENT FINISH
GRADES.
4.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITIONS THROUGHOUT CONSTRUCTION.
5.CONTRACTOR SHALL RESTORE AND STABILIZE ALL
TEMPORARILY IMPACTED FEATURES WITH NATIVE
VEGETATION.
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. EASEMENT
EX. ADJACENT OWNERS
EX. OVERHEAD ELECTRIC LINEOHWOHW
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. WATER LINEWW
PROP. EASEMENT
PROP. SETBACK LINE
PROP. RIGHT-OF-WAY
PROP. LOT LINES
324
325 EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
325
324
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. HEADWALL (HW)
PROP. STORM SEWER
EX. SURFACE WATER
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
PROP. PERMANENT ZONE II IMPACT (B3)
(1,487 SQ. FT.)
PROP. PERMANENT ZONE I IMPACT (B1)
(2,799 SQ. FT.)
PROP. TEMPORARY ZONE II IMPACT (B4)
(125 SQ. FT.)
PROP. TEMPORARY ZONE II IMPACT (B4)
(169 SQ. FT.)
PROP. TEMPORARY ZONE II IMPACT (B4)
(137 SQ. FT.)
PROP. TEMPORARY
ZONE I IMPACT (B2)
(344 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (B2)
(190 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (B2)
(360 SQ. FT.)
EX. STREAM TOP
OF BANK (TYP.)
PROPOSED 66 FT OF
PERMANENT STREAM IMPACTS
PROP. 72 LF OF 54" CLASS IV RCP
W/ CONCRETE HEADWALLS
IMPACT TABLE
ST
R
E
A
M

&

B
U
F
F
E
R
IM
P
A
C
T
S
TEMPORARY*PERMANENT**PERMANENT
(NO LOSS)***
STREAM "SA"50 LF 66 LF 14 LF
ZONE I BUFFER (B1 & B2)1178 SF (B2)5455 SF (B1)N/A
ZONE II BUFFER (B3 & B4)704 SF (B4)3412 SF (B3)N/A
WE
T
L
A
N
D
IM
P
A
C
T
S
WETLAND WA-2 4 SF (WA-2)237 SF (WA-2)N/A
*TEMPORARY IMPACTS INCLUDE UPSTREAM AND DOWNSTREAM AREAS WITHIN THE DISTURBANCE
LIMITS TO INSTALL PERIMETER EROSION CONTROLS AND WORK AREA LIMITS FOR STREAM PUMP
AROUND DURING CULVERT INSTALLATION
**PERMANENT IMPACTS INCLUDE GRADING, ROAD BASE INSTALLATION, AND ROAD PAVING FOR
PERMANENT ROADS, AND CULVERT/WINGWALL INSTALLATION.
***AREAS OF RIP-RAP INSTALLATION ARE INCLUDED AS NO-LOSS PERMANENT IMPACTS, AS NO
EXCAVATION OF THE CREEK BED IS PERMITTED FOR RIP-RAP INSTALLATION.
PROP. PERMANENT
WETLAND IMPACT (WA-2)
(237 SQ. FT.)
PROP. TEMPORARY WETLAND
IMPACT (WA-2)
(4 SQ. FT.)
P P
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
STREAM
DIVERSION PUMP
INTAKE HOSE
PROP. IMPERVIOUS DIKE
CLEAN WATER
IMPERVIOUS DIKE
(SEE DIKE SECTION)
DEWATERING
PUMP
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION OR
WINGWALL
WORK AREA LENGTH
NOT TO EXCEED THAT
WHICH CAN BE COMPLETED
IN ONE DAY
INTAKE HOSE
FLOW
FLOW
BASE FLOW + 1'
(2' MIN.)
WORK
AREA
WATER LEVEL
NOTES:
1.PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2.INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
PUMP AROUND DETAIL
NO SCALE
DIKE SECTION
IMPERMEABLE
DIKE
CROSS SECTION B-B
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
PROP. CULVERT TO BE
BURIED 1' BELOW THE
EXISTING STREAM BED (TYP.)
PROP. GRADE
EX. GRADE
PROP. 54" CULVERT
PROP. ROADSIDE
DITCH
PROP. PRECAST
WING WALL (TYP.)
SECTION LINE B-B CUT
ALONG STREAM CENTERLINE
(SEE CROSS SECTION B-B)
Z
O
N
E

I

B
U
F
F
E
R
Z
O
N
E

I
I

B
U
F
F
E
R
Z
O
N
E

I

B
U
F
F
E
R
Z
O
N
E

I
I

B
U
F
F
E
R
PROP. RIP-RAP DISSIPATOR PAD
PROPOSED SILT FENCE (TYP.)
PROPOSED SILT FENCE
OUTLET (TYP.)
ZO
N
E

I

B
U
F
F
E
R
ZO
N
E

I
I

B
U
F
F
E
R
ZO
N
E

I

B
U
F
F
E
R
ZO
N
E

I
I

B
U
F
F
E
R
1
1
PROPOSED 38 FT OF
TEMPORARY STREAM IMPACTS
PROPOSED 14 FT OF PERMANENT
NO-LOSS STREAM IMPACTS
PROPOSED 12 FT OF
TEMPORARY STREAM IMPACTS
1
1
1
1