20140824 Ver 1_Site Plan_20140827

Strickland, Bev
From: Cindy Lancaster <caancaster @jewellengr.com>
Sent: Wednesday, August 27, 2014 10:58 AM
To: Strickland, Bev
Subject: RE: DWR# 14 -0824 Forest Hills Lake Association
Attachments: Forest Hills Lake 6- 11- 2014.pdf
1111 Pill! 1111111 11
Cynthia C. Lancaster, P.E., CFM
JEWELL Eno_ineerino_ Consultants P.0
..
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.govI
Sent: Wednesday, August 27, 2014 10:45 AM
To: Cindy Lancaster
Subject: DWR# 14 -0824 Forest Hills Lake Association
Ms. Lancaster,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (blaek and
white 300dpi, not grayseale or color). If the plans are too large to store in TIF format, they can be stored in PDF.
Thanks
Bev
Beverly- Strickland, Administrative Officer
Division of «later Resources
N.C. Department of Environment and Natural Resources
Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Stricklanda,ncdenr.gov
E -mail correspondence to and from this address mar° be subject to the Forth Carolina Puhlic Records Larti°and mar° be disclosed to thlr-d parties.
1

MAYOR:
COUNCIL MEMBERS:
CITY MANAGER:
DEPUTY CITY MANAGER:
CITY CLERK:
DIRECTOR OF ENGINEERING:
DIRECTOR OF WATER RESOURCES:
PREPARED BY:
BARTLETT ENGINEERING &SURVEYING,
1906 NASH STREET NORTH
WILSON, NORTH CAROLINA 27893 -1726
FORES T HIL L S LA KE
�PRT L
FF� /NC &
STORM WA TER IMPRO VEMEN TS
Wilson
C. BRUCE
AVANT P.
GWEN C.
for
County, North Carolina
%y
0�
`'11
`;
\,`•
ROSE
"A. P." COLEMAN
BURTON
b -s
,�-VORT�
WILLIAM THOMAS "TOM" FYLE
JAMES M. JOHNSON, III
DONALD I. EVANS
LOGAN T. LILES
DERRICK D. CREECH
GRANT W. GOINGS
HARRY TYSON
JAMIE BATTS
R. BRYANT BUNN, III, P.E.
BARRY G. PARKS
--J[
TO HWY 58 /WARD BLVD
0
o
w w
w
o
W
= Y
U Q
J
FOREST HILLS RD.
S1 TE
o�
\off o
0 0��
w
o CARDINAL DR.
TO US HWY 264/
RALEIGH RD. l
1
INDEX OF SHEETS
CV
CP1
CP2
PC
� CP3
% C P 4
a ?�
SEAL C P 5
20106
6d
C P 7
D T2
DT3
LOCATION MAP
NO SCALE
COVER SHEET
EXISTING CONDITIONS
DEMOLITION PLAN
PROPOSED GRADING PLAN
SEDIMENTATION & EROSION CONTROL
SEDIMENTATION & EROSION CONTROL
SEDIMENTATION & EROSION CONTROL
PARKSIDE DRIVE STORM DRAIN PLAN
SEDIMENTATION & EROSION CONTROL
SEDIMENTATION & EROSION CONTROL
STORMWATER PLAN & DETAILS
U
Z
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A:D
V)
'iii
Li
W
Z
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F-
L-Li
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w
0
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N N
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rvoo
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O
O
J
H
DATE: APRIL 2014
SURVEY BY: TRB, DB
PLAN (OVERALL) DRAWN BY: JM, RF
CLIENT CODE: WC
PLAN (FOREST HILLS ROAD) PROJEET: 13-068
PLAN (PARKSIDE DRIVE) SCALE: NTS
& PROFILE REVISIONS
DETAILS
DETAILS
SHEET
cv
m
0
N
N
L
F-
a

N
q
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
SEAL
20106 =
S. �B
200
W -�
"26
i \
N/F
CITY OF WILSON
DB 2318 P 166
` PIN #3712 -29 -0134
/
/
INV- 123.13/
FOF ES(�T A LW LAKE 1 \ \ _ _
30 "RCP / `B1 — — 1 _\ _ \ ` ` — �� _ _ �
0 1 1.66'.' 6 — -
\ /
C TOP 13 /
_EXJZ9 E_ @ - - -- - - - -- ------ - - - - -- _
1'Z5i1' /IF>b` 12228'- - - -- -- \•- - - - - -�
v / EXISTING WATER CD
cn
o \
LX
I;T�ING SAN, SEWER
EX. DOUBLE CB TOP
i n \ \ \ \
TTr-
1
x N/F
' 1 CITY OF WILSON
�P$ DB 2318 P 169
N/F
PIN #3712 -29 -1146 N/F
1 I KENNETH LEE ISSETTE & CARLESS & ADA DL EDWARDSB�
1 SHANNON BRIDGERS ISSETTE WILLIAM & CC & CE EDWARDS JR \ N /F' \ _ _
DB 1494 P 441 I DB -1889-P 890 JAMES EDWARD SMIfI� I
4 1 EX. DI TOP 125.97' I PIN # 2712 -29 -2156 PIN# 3712 -29 =3176 I \4B 2508'P 902
1 INV IN 36 "RCP 121.67' I PIN•# 3712 -29 -4185
I NV IN 18 'RCP 121.67'
OUT 121.52'
\ ^N /F
�zo• v� / \ \ - 'rTHOMAS HUGH BRUGH JR &
e�\ O 4b 0RqN I p �F� / / - - \ \ CAROL NIX BRUGH
o e �� / \ \ DB 1142 P 621 \ I T 1 11
-?0.
Rq�pq \ \�qc�,, 'i _� _ X \ I PIN# 3712 -29 -6115 /
-122-
l 0
\ b
\ EX. HEADWALL TOP
124.06 0 C.L. 36'
a RCP INV 119.60'
EXISTING POND NORMAL . \
WATER
y�
INV 121.90 121.23
/
D. DRAINAGE EA cal \
_ 2 -74- N/F I I \
\ I JEAN FINCH TYSON
P� INV 119.85 \ \ I \ \
\ \� N/F \ \ II I D8 I1922 P 44 I
Ex. CONC. WA \\ FOREST HILLS LAKE \ PIN# 3712- 29T6021 1
I
ASSOCIATION DB 915 P \ 1 1 I 1
/ / \ N/F \ I I \ �� 397 PIN #3712 -28 -3979 \\ \ 1 I
LD \NARD LESTER BURKETT
ROSE�RAIMONDI BURKETT
/ DB 1376 P 332 PIN
#371 8 -0973
I
k N/F - --DWIGHT EDWARD BLACK
Pri WANDA BOYKIN BLACK
DB 2118 -P�44
PIN - 3712 -28 -1991
N/F 1
JUDITH\ FRANCES\ MATTHIS
t3h— I — — \ \ \ \ \ D 0
2009E R
\ \ \ I / \ \ \ \ \\ \ \ \ \\ \ \ \ \
PIN #� 3712 -281 6858
N ,/F
SANDRA H. FIO73% RTON
DB 2363 P PIN# 3712 -2J.5
DpNALDI WILKINSI HERRING &
\ 111 I 1 I 1 MARGARETI SANDERSON HERRING
\ / / • / / I \ \ I I I 1 \ \ DBE 1535 P\93
— , \ • / / / / / JI IN /F \\ \ 1 1\ I I 1 \ \PIN# X712-28-\6787
EVELYN IF STIR �DERI \ I I \ \
DB 149 P 881
11 IN# 3712- 28•I-378�
-
/
///
ROBERT A /SAT,TERLY
/ \ \ \ \ \ �� \\ \ \ \ DB 1140 P 71\
JQHN\S-N/F
. &LQRECHq\ \ \ `� \ \ \` PIN# 3,712 -28 -7615
\ SAN RA ALBRECHT \ \ \ \
/ \ \ DB\ 23 7\39
\ \ \ \ f
97 P \ G\2
/ I \ PIN# \371
28 -624
\ \\� I 1 e I \ I'\ \\\ I \\�
/ TIMOTHY JON HALEY,
& \ \ \ \ I NAN(Y W. LEY
\ EX. RISER TOP 121.23' /
/ / \ DB 1882 P 40 INV OUT 48" CMP 115.63' �I I \ /� /
PI
N# 371\2 -28 -4573\ IN 15 "RCP 115.73' �..` Q
E
INV- 119.50 /
111 \ \ l l
'N/F
DONNEL POOE &
DDB OT355 P /POPE
03 EX B TOP
PIN# x3712 -218 -5414 12383' INV _ l �d , EX. D&BLE CB
OUT 1120.73' r / TOP 124.39'
48" CMP 115.29' I
/ .' 'm. / '� INV 12 0..
/ "RCP 121
I I
\ � I
X . HEADWALL I \
18" OPP INV= 115.41'
/EXISTING DITCH WITH I\
GASION
,MATTRESS
WALL AND I \
/
\ I Ex. NN y�
ToP: 126.57 GARY U. WEST I&
i INV:120.30 �' w I— MARIAN L. WE$T
/ I o Q w DB 1788 P 626
I ' I"Izw PB 9 P 1� /
Iw Of a PIN# 372- 286393 1
w i
DATE: APRIL 2014
BARTLETT
ENGINEERING &SURVEYING, PC
1906 NASH STREET NORTH
WILSON, N.C. 27893 -1726
License No. C -1551
TELE: (252) 399 -0704
FAX: [phone]
www.bartlett.us.com
EXISTING CONDITIONS
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
SCALE(HORZ):
1 : 20
SCALE(VERT): N/A
REVISIONS:
0
Q
w
U-)
J
w
U
TO US HWY 264/
RALEIGH RD.
TO HWY 58 /WARD �BLVD
0
w
0
In
w
Y
a
J
LOCATION MAP
NO SCALE
SITE DATA:
OWNER,PARCEL ID. NO, CITY OF WILSON (0.58 ACRES)
REFERENCE: DB 2318 P 166
PIN #3712 -29 -0134
(1111 FOREST HILLS RD.)
CITY OF WILSON (0.34 ACRES)
DB 2318 P 169
PIN #3712 -29 -1146
(1109 FOREST HILLS RD.)
FOREST HILLS LAKE ASSOCIATION (2.61 ACRES)
DB 915 P 397
PIN #3712 -28 -3979
(PARKSIDE DR.)
TOTAL LOT AREA: 3.53 ACRES
EXISTING LAND USAGE: RESIDENTIAL
CONTRACTOR: CITY OF WILSON
P.O. BOX 10
WILSON, NC 27894
NOTES
- AREAS COMPUTED BY COORDINATE CALCULATIONS
- NO GRID MONUMENT FOUND WITHIN 2000'
- COORDINATES SHOWN ON PLAT ARE HORIZONTAL COORDINATES
- ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS STATED OTHERWISE
- ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE
- THERE ARE NO CEMETERIES VISIBLE.
- THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD HAZARD AREA,
PANEL NO. 3720371200J DATED NOV. 3, 2004.
- THIS PROPERTY IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS,
RESTRICTIVE COVENANTS AND ORDINANCES.
- THIS IS NOT A BOUNDARY SURVEY
- ANY UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR
ADJACENT TO NCDOT OR CITY R /W. ALL METHODS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1- 800 - 632 -4949
PROJECT: 13 -068
CLIENT CODE: WC
CADFILE: 13068CP2
FIELD BOOK: 323
DRAWN BY: CP, LR
SURVEY BY: TRB, DB
CITY OF WILSON
NORTH CAROLINA
PIN #
WILSON COUNTY
ZONE:
SHEET Cpl
d
co
Ln
00
0
N
N
EXISTING CONTOUR
EXISTING TREE LINE
— — — —
— EXISTING PROPERTY LINE
— — — —
R —O —W LINE
— — — — —
EXISTING BUFFER LINE
sa
EXISTING STORM DRAINAGE LINE
s
EXISTING SANITARY SEWER LINE
w
EXISTING WATER LINE
x
EXISTING FENCE
11
EXISTING DROP INLET
®
EXISTING CURB INLET
0
EXISTING SEWER MANHOLE
�S
EXISTING POWER POLE
EXISTING WATER METER
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
SEAL
20106 =
S. �B
200
W -�
"26
i \
N/F
CITY OF WILSON
DB 2318 P 166
` PIN #3712 -29 -0134
/
/
INV- 123.13/
FOF ES(�T A LW LAKE 1 \ \ _ _
30 "RCP / `B1 — — 1 _\ _ \ ` ` — �� _ _ �
0 1 1.66'.' 6 — -
\ /
C TOP 13 /
_EXJZ9 E_ @ - - -- - - - -- ------ - - - - -- _
1'Z5i1' /IF>b` 12228'- - - -- -- \•- - - - - -�
v / EXISTING WATER CD
cn
o \
LX
I;T�ING SAN, SEWER
EX. DOUBLE CB TOP
i n \ \ \ \
TTr-
1
x N/F
' 1 CITY OF WILSON
�P$ DB 2318 P 169
N/F
PIN #3712 -29 -1146 N/F
1 I KENNETH LEE ISSETTE & CARLESS & ADA DL EDWARDSB�
1 SHANNON BRIDGERS ISSETTE WILLIAM & CC & CE EDWARDS JR \ N /F' \ _ _
DB 1494 P 441 I DB -1889-P 890 JAMES EDWARD SMIfI� I
4 1 EX. DI TOP 125.97' I PIN # 2712 -29 -2156 PIN# 3712 -29 =3176 I \4B 2508'P 902
1 INV IN 36 "RCP 121.67' I PIN•# 3712 -29 -4185
I NV IN 18 'RCP 121.67'
OUT 121.52'
\ ^N /F
�zo• v� / \ \ - 'rTHOMAS HUGH BRUGH JR &
e�\ O 4b 0RqN I p �F� / / - - \ \ CAROL NIX BRUGH
o e �� / \ \ DB 1142 P 621 \ I T 1 11
-?0.
Rq�pq \ \�qc�,, 'i _� _ X \ I PIN# 3712 -29 -6115 /
-122-
l 0
\ b
\ EX. HEADWALL TOP
124.06 0 C.L. 36'
a RCP INV 119.60'
EXISTING POND NORMAL . \
WATER
y�
INV 121.90 121.23
/
D. DRAINAGE EA cal \
_ 2 -74- N/F I I \
\ I JEAN FINCH TYSON
P� INV 119.85 \ \ I \ \
\ \� N/F \ \ II I D8 I1922 P 44 I
Ex. CONC. WA \\ FOREST HILLS LAKE \ PIN# 3712- 29T6021 1
I
ASSOCIATION DB 915 P \ 1 1 I 1
/ / \ N/F \ I I \ �� 397 PIN #3712 -28 -3979 \\ \ 1 I
LD \NARD LESTER BURKETT
ROSE�RAIMONDI BURKETT
/ DB 1376 P 332 PIN
#371 8 -0973
I
k N/F - --DWIGHT EDWARD BLACK
Pri WANDA BOYKIN BLACK
DB 2118 -P�44
PIN - 3712 -28 -1991
N/F 1
JUDITH\ FRANCES\ MATTHIS
t3h— I — — \ \ \ \ \ D 0
2009E R
\ \ \ I / \ \ \ \ \\ \ \ \ \\ \ \ \ \
PIN #� 3712 -281 6858
N ,/F
SANDRA H. FIO73% RTON
DB 2363 P PIN# 3712 -2J.5
DpNALDI WILKINSI HERRING &
\ 111 I 1 I 1 MARGARETI SANDERSON HERRING
\ / / • / / I \ \ I I I 1 \ \ DBE 1535 P\93
— , \ • / / / / / JI IN /F \\ \ 1 1\ I I 1 \ \PIN# X712-28-\6787
EVELYN IF STIR �DERI \ I I \ \
DB 149 P 881
11 IN# 3712- 28•I-378�
-
/
///
ROBERT A /SAT,TERLY
/ \ \ \ \ \ �� \\ \ \ \ DB 1140 P 71\
JQHN\S-N/F
. &LQRECHq\ \ \ `� \ \ \` PIN# 3,712 -28 -7615
\ SAN RA ALBRECHT \ \ \ \
/ \ \ DB\ 23 7\39
\ \ \ \ f
97 P \ G\2
/ I \ PIN# \371
28 -624
\ \\� I 1 e I \ I'\ \\\ I \\�
/ TIMOTHY JON HALEY,
& \ \ \ \ I NAN(Y W. LEY
\ EX. RISER TOP 121.23' /
/ / \ DB 1882 P 40 INV OUT 48" CMP 115.63' �I I \ /� /
PI
N# 371\2 -28 -4573\ IN 15 "RCP 115.73' �..` Q
E
INV- 119.50 /
111 \ \ l l
'N/F
DONNEL POOE &
DDB OT355 P /POPE
03 EX B TOP
PIN# x3712 -218 -5414 12383' INV _ l �d , EX. D&BLE CB
OUT 1120.73' r / TOP 124.39'
48" CMP 115.29' I
/ .' 'm. / '� INV 12 0..
/ "RCP 121
I I
\ � I
X . HEADWALL I \
18" OPP INV= 115.41'
/EXISTING DITCH WITH I\
GASION
,MATTRESS
WALL AND I \
/
\ I Ex. NN y�
ToP: 126.57 GARY U. WEST I&
i INV:120.30 �' w I— MARIAN L. WE$T
/ I o Q w DB 1788 P 626
I ' I"Izw PB 9 P 1� /
Iw Of a PIN# 372- 286393 1
w i
DATE: APRIL 2014
BARTLETT
ENGINEERING &SURVEYING, PC
1906 NASH STREET NORTH
WILSON, N.C. 27893 -1726
License No. C -1551
TELE: (252) 399 -0704
FAX: [phone]
www.bartlett.us.com
EXISTING CONDITIONS
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
SCALE(HORZ):
1 : 20
SCALE(VERT): N/A
REVISIONS:
0
Q
w
U-)
J
w
U
TO US HWY 264/
RALEIGH RD.
TO HWY 58 /WARD �BLVD
0
w
0
In
w
Y
a
J
LOCATION MAP
NO SCALE
SITE DATA:
OWNER,PARCEL ID. NO, CITY OF WILSON (0.58 ACRES)
REFERENCE: DB 2318 P 166
PIN #3712 -29 -0134
(1111 FOREST HILLS RD.)
CITY OF WILSON (0.34 ACRES)
DB 2318 P 169
PIN #3712 -29 -1146
(1109 FOREST HILLS RD.)
FOREST HILLS LAKE ASSOCIATION (2.61 ACRES)
DB 915 P 397
PIN #3712 -28 -3979
(PARKSIDE DR.)
TOTAL LOT AREA: 3.53 ACRES
EXISTING LAND USAGE: RESIDENTIAL
CONTRACTOR: CITY OF WILSON
P.O. BOX 10
WILSON, NC 27894
NOTES
- AREAS COMPUTED BY COORDINATE CALCULATIONS
- NO GRID MONUMENT FOUND WITHIN 2000'
- COORDINATES SHOWN ON PLAT ARE HORIZONTAL COORDINATES
- ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS STATED OTHERWISE
- ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE
- THERE ARE NO CEMETERIES VISIBLE.
- THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD HAZARD AREA,
PANEL NO. 3720371200J DATED NOV. 3, 2004.
- THIS PROPERTY IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS,
RESTRICTIVE COVENANTS AND ORDINANCES.
- THIS IS NOT A BOUNDARY SURVEY
- ANY UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR
ADJACENT TO NCDOT OR CITY R /W. ALL METHODS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1- 800 - 632 -4949
PROJECT: 13 -068
CLIENT CODE: WC
CADFILE: 13068CP2
FIELD BOOK: 323
DRAWN BY: CP, LR
SURVEY BY: TRB, DB
CITY OF WILSON
NORTH CAROLINA
PIN #
WILSON COUNTY
ZONE:
SHEET Cpl
d
co
Ln
00
0
N
N

I
FOREST HILLS LAKE K \ -EXISTING POND
\ 30 "RCP _ (SR 1165)
_ NV 121.66'_
EX. DDUBLE CB
� TOP 126.11' EX. RISER
---- ----------- ------ - - - - -- - -- INV 122.26' \ \� i
------ - - - - -- -- - - - - --
--------------------
- — ----------- - - - - -- \` 4 63'
\ OP 121.23'
— -- _. ---------- -- ---- _ ______ .� -:. % � INV OUT 8 CMP 15.
W
y� y� W —" \ ��\ \ `� INV IN 15 "RCP 115.73' / EX. FvIH
/ \ �� �� e 1 /TOP: 125.37
EXISTING WATER \ \ ,iNV:119.50
REMOVE AND REPLACE EXISTING x �
PIPE (DESIGN BY OTHERS) x n a, \
�a EXISTING SAN. SEWER n
DOUBLE C
TOO B
P 126.24' � - -
----------------------------------- $'— _ — /
— -- oRl -------------------- - - - - -- — — — — — — _— _— _— _— — CONCRETE
UTE OAUTLET �, �/ CHAIN LINKED EXISTING,
coNC. — CHAIN LINKED FE
DRIVE t E R 36 ---------- - - - - -- \1 ,
/ 48 CMP
1 1
B \ /
1 TOP 23.83'
1 1 I \INV OUT 120.73'
I i
1 / N / EX. DO L CB (TO BE REMOVED)
�' TOP 24.39' V
/ 1 CITY 31 WILSON I REMOVE AND REPLACE \ S .oa ' " C
CITY OF WILSON DB 2318 P 169 15" RCP, CURB & \ ,/ � 48 CMP 11.5.2'
PIN #3712 -29 -1146 , INV 15 "RCP 120.44'
DB 2318 P 166 I N/F I � C2 /iNV 12 "RCP 121.24'
PAVEMENT AS NEEDED. ,�
\
PIN #3712 -29 -0134 REMOVE FENCE 1 KENNETH LEE ISSETTE �i
�1 I &
SHANNON BRIDGERS ISSETTE „
, I REMOVE EXISTING 48 CPP
DB 1494 P 441 / i� �� AND HEADWALL \
/ 1
REMOVE EXISTING PIN # 2712 -29 -2156
36" RCP AND DI E 48" CPP
\
1 EX. DI TOP 125.97' - i' �, `
CLEAR & GRUB TREE INV IN 36 "RCP 121.67' IN y 115.41'
1 INV IN 18 "RCP 121.67' I
INV OUT 121.52' I
I � '
)o o \�qoF O�FF�� _ — — — —_
EX. MH
TOP: 126.57
INV. 120.30 c. �� I I wI-
�'I REMOVE EXISTING` _ — —122 LL
i
PIPE AND HEAD -WALL ,/ I^
Z �
R I I W
-REMOVE EXISTING 18" RCP ' X U)
INV= 123.13! FROM JOINT TO EXISTING DI / W
�I• �'/ EX. HEADWALL
TOP 124.06 ® C.L.
oo ` _ \ , 36" RCP INV. 119.60'
z REMOVE EXISTING EXISTING POND PARKSIDE DRIVE
CHAIN LINKED FENCE
(� Y AS NEEDED
� EAS T J�G�P INV 121.90
X20, DRAINAGE
— I ,
INV EXISTING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE
\ CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF
EX. CONC. WALL \ \ _ ^\ THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION.
k
N/F EX \ \ CONSTRUCTION SAFETY:
I / o � . DI DI \ \ \ \ � � ��\
EDWARD LESTER BURKETT TOP: 123. \ � � `�
° THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY
& a INV: 121.60 \ _
ROSE RAIMONDI BURKETT = \ \ SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
DB 1376 P 332
PIN #3712 -28 -0973 \ \ \
GENERAL NOTES:
~ N/F \ \\ WORK WITHIN THE NCDOT RIGHT —OF —WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS.
/ \ CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES PRIOR TO EXCAVATION.
MRS. ALTON C. BARDIN \
DB 905 P 340 / \
I I I PIN # 3712 -28 -1991 \ \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
NCDOT OR CITY RIGHT —OF —WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
FOREST HILLS LAKE
LEGEND
— ELEV—
EXISTING CONTOUR
1 EXISTING TREE LINE
— — — —
— EXISTING PROPERTY LINE
— — — —
R —O —W LINE
— — — —
— EXISTING BUFFER LINE
sD
EXISTING STORM DRAINAGE LINE
s
EXISTING SANITARY SEWER LINE
w
EXISTING WATER LINE
x
EXISTING FENCE
ID
EXISTING DROP INLET
®
EXISTING CURB INLET
0
EXISTING SEWER MANHOLE
�I
EXISTING POWER POLE
EXISTING WATER METER
�''' I',.,
BARTLF=TT
SEAL ��� ENGINEERING &SURVEYING, PC
20106� = 1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartlett.us.com
30
GRAPHIC SCALE
30 60
( IN FEET )
1 inch = 30 ft.
DEMOLITION PLAN
DEMOLITION NOTES:
1. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM bEMOLITON SHALL BE DISPOSED OF AT
AN APPROVED PERMITTED OFF —SITE LOCATION BY CONTRACTOR.
2. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON
OR ADJACENT. TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
CONNECTING TO SAID FACILITIES.. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
REQUIRED TO MATCH FINISHED GRADES.
3. COORDINATE WITH THE LOCAL UTILITY PROVIDER FOR REMOVAL /RELOCATION OF EXISTING ELECTRICAL
120 TRANSFORMERS AND /OR LIGHT POLES.
4. SIDEWALK AND CURB & GUTTER TO BE REMOVED TO NEAREST JOINT OR SAW —CUT I A MANNER SUCH THAT NO
JOINT IS LESS THAN 5 FEET,
5. ANY EXISTING CURB & GUTTER OR ASPHALT DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
6• DEMOLITION CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY DEMOLITION PERMITS FOR THE
REMOVAL OF THE EXISTING BUILDINGS. CONTRACTOR SHALL REMOVE ENTIRE FOUNDATION OF ALL BUILDINGS
BEING DEMOLISHED.
BUFFER AUTHORIZATION PERMIT AND SEDIMENTATION AND EROSION
CONTROL PERMITS) MUST BE ISSUED BY NCDENR PRIOR TO ANY
EARTH DISTURBING ACTIVITY.
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
DATE: APRIL 2014
SCALE(HORZ):
1 : 30
SCALE(VERT): N/A
REVISIONS:
PROJECT: 13 -068
CLIENT CODE: WC
CADFILE: 13068CP2
FIELD BOOK: 323
DRAWN BY: JM, RF
SURVEY BY: TRB, DB
CITY OF WILSON
NORTH CAROLINA
PIN #
WILSON COUNTY
ZONE:
SHEET CP2
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FOREST HILLS LAKE
INV 12,6E (SR 1165)
I EX. DOUBLE CB
TOP 126.11'
INV 122.26'
W EXISTING WATER
EXISTING SAN. SEWER
C7 �
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BUFFER AUTHORIZATION PERMIT AND SEDIMENTATION AND EROSION
CONTROL PERMITS) MUST BE ISSUED BY NCDENR PRIOR TO ANY
EARTH DISTURBING ACTIVITY.
SITE NOTES:
Know what's below.
Call before you dig.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR
TOWN RIGHT —OF —WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND NCDOT STANDARDS.
CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR PHONES & LIGHTING.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED
OF AT AN APPROVED PERMITTED OFF —SITE LOCATION BY CONTRACTOR.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS &
PERMITS INCLUDING PROVIDING BONDS /INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS.
CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO
EXCAVATION.
EXCAVATION AND GRADING PLAN NOTES:
ALL AREAS NOT COVERED BY BUILDING OR PAVING TO BE GRASSED, LANDSCAPED OR LEFT NATURAL AS INDICATED.
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID
FACILITIES, CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED
GRADES.
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE
PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF THE
PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND
GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
EXISTING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS
AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
POSSIBLE CLARIFICATION OR RECONCILIATION.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
STRUCTURAL FILL:
SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION.
OFFSITE BORROW / TRENCH BORROW:
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50)
AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8' TO 10" LOOSE LIFTS AND COMPACT TO
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT OF THE SOIL
SHOULD BE MAINTAINED WITHIN t 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THE
SAME TEST. OFF —SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.
ADA AND LEGAL DISCLAIMER:
THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER
LAWS. ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD
HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE.
STANDARD EROSION CONTROL NOTES:
THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PHASE II REQUIREMENTS. REQUIREMENTS
INCLUDE, BUT NOT LIMITED TO THE FOLLOWING:
1. IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF THE PLAN ON
SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A
VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM
PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FLUIDS APPROPRIATELY.
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE,
FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO ADVERSE
IMPACT TO WATER QUALITY OCCURS.
5. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN SEVEN
CALENDAR DAYS FOR STORMWATER DISCHARGE TO STREAMS ON THE LATEST EPA — APPROVED 303(d) LIST) AND
WITHIN A 24 —HOUR PERIOD OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24 —HOUR PERIOD.
MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL AMOUNTS AND DATES.
6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED SOLIDS, OIL
SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE EROSION
AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE
ACTION TO CONTROL THE DISCHARGE.
7. KEEP A RECORD OF THE INSPECTIONS, RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED
LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE
DIVISION OF WATER RESOURCES OR ITS AUTHORIZED AGENT UPON REQUEST.
8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING EFFICIENCY AT OPTIMUM AND
MAINTAINED AT MINIMUM 50% CAPACITY.
9. GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. GROUND
STABILIZATION IN 14 DAYS CALENDAR DAYS ON OTHER AREAS.
10. GENERAL CONTRACTOR WILL KEEP THE STREET AT THE CONSTRUCTION ENTRANCE CLEAN.
11. ALL EROSION CONTROL MEASURES TO BE REMOVED WHEN THE SITE IS COMPLETED.
EXISTING CONTOUR I
— ELEV— PROPOSED CONTOUR / \ — — — _ — — — — — _ — \ `
r v�isv�1 —
EXISTING TREE LINE OAj y/ EX. DI
PROPOSED TREE LINE // \
PROPOSED LOW FLOW CHANNEL TOP: 123.25 \ \ \
A INV: 121.60 \ f r.
— — — — — EXISTING PROPERTY LINE \ G
— — — R —O —W LINE I \ \ Y
— — — — — EXISTING BUFFER LINE \ \ LOW FLOW CHANNEL CROSS SECTION
EXISTING STORM DRAINAGE LINE J \ \
s EXISTING SANITARY SEWER LINE
w EXISTING WATER LINE
% EXISTING FENCE \ \ \
CLI EXISTING DROP INLET / Z
® EXISTING CURB INLET GRAPHIC SCALE 2
� PROPOSED FLARED END SECTION / 2
� � \ �� zo 0 10 zo ao eo 6 � �6"
2 �I
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BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartlett.us . com
PROPOSED GRADING
PLAN
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
DATE: APRIL 2014
SCALE(HORZ):
1 20
SCALE(VERT): N/A
REVISIONS:
( IN FEET
1 inch = 20 ft.
PROJECT: 13 -068
CLIENT CODE: WC
CADFILE: 13068CP2
FIELD BOOK: 323
DRAWN BY: JM
SURVEY BY: TRB, DB
CHANNEL ON 0.3% SLOPE
CITY OF WILSON
NORTH CAROLINA
PIN #
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QEROSION CONTROL LEGEND
BUFFER AUTHORIZATION PERMIT AND SEDIMENTATION AND EROSION
CONTROL PERMIT(S) MUST BE ISSUED BY NCDENR PRIOR TO ANY
EARTH DISTURBING ACTIVITY.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF - INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND - DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010, THE SELF INSPECTION PROGRAM IS SEPARATE FROM 0 THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
THE FOCUS OF THE SELF - INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION
AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 4B.0131.
THE SELF - INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
http_/ /oortal.ncdenr.orq /web Ar /erosion . IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT NCDENR LAND QUALITY SECTION OFFICE AT (919) 791 -4200.
NPDES Slormwaler Discharge Permit for Construction Activities (NCGO1)
A
?L\ / EXISTING WATER CONCRETE TRUCK `, `� \ / TO HWY 58 /WARD BLVD
CLEANOUT PIT 3 /
O v� o
� CONSTRUCTION �� ''\ `�'� � \ / w ° �.
------------ - - - - -
ENTRANCE o
-- - -- - EN A - - -_- -- _' =_- - - - - - - W
_ - NCE \
--
\ c
GONG i EX. 38
` \ U Y
Q
\, PROP CHANNEL _ _ \ \
/ FOREST HI J
LLS RD.
/ INV 121.78 -,. - .
-
- WASTE MATERIAL
LOADOUT AREA
_ 1 SILT FENCE
............
SITE
MATERIAL LAYDOWN
FLOW c�NtJEL I AND STAGING AREA
SLOPE- 0.3071 I \ \ I I I O
LIMITS OF
1, \ �IDISTURBANCE
PROPOSED SWALE i - - - - \ I Of Q
/SLOPE- 2.15%
X.
122 121 20 \ ` I 1 =
1
11g \ ~ I I CO H
g INSTALL NEW 18" FES 1� 1M \ \ • 72 / (n
/ INV. 123.13/ INV.- 122.79' i \ ' I C) W
\ EX. FENC / of
o PARKSIDE DR.
TO US HWY 264/ _
RALEIGH RD.
_ 124 ryh LID
12CHA N�EDIMENT y \ o
I - - STORAGE
121.90
\ m I I 1
` _7 s I ` co
04 LOCATION MAP
NO SCALE
I
E CONC. WALL LIMITS OF \\ 1 LIMITS OF 1
J
-EX pI- - DISTURBANCE \ 1 DISTURBANCE 1 SITE DATA:
i TOP: 123.25 \ 1
\ WV: 121.60 \ 1 I I TOTAL LOT AREA: 3.53 ACRES
F
TOTAL DISTURBED AREA: 3.7t ACRES
/ X1.
i
/ \
LIMITS OF
DISTURBANCE
NCDENRIDivision of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
-
EXISTING CONTOUR
TIMEFRAME EXCEPTIONS
- ELEV-
PROPOSED CONTOUR
7 days
None
LIMITS OF DISTURBANCE
O-X
-X-
SILT FENCE OR COMPOST SOCK
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
INLET PROTECTION
14 days
0
ROCK CHECK DAM
14 days
None, except for perimeters and HQW Zones,
OUTLET PROTECTION
17.75 1.79 8.03
a_r
CONSTRUCTION
YES
YES
ENTRANCE /EXIT
NA
{�
EXISTING TREE LINE
0.0030
2
PROPOSED TREE LINE
1.50
®
CONCRETE WASHOUT AREA
0.09
NO
ORANGE SAFETY FENCE
SWALE 8.53
0.40
SLOPE REINFORCEMENT MATTING
Q-
x - x -
EXISTING FENCE
BUFFER AUTHORIZATION PERMIT AND SEDIMENTATION AND EROSION
CONTROL PERMIT(S) MUST BE ISSUED BY NCDENR PRIOR TO ANY
EARTH DISTURBING ACTIVITY.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF - INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND - DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010, THE SELF INSPECTION PROGRAM IS SEPARATE FROM 0 THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
THE FOCUS OF THE SELF - INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION
AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 4B.0131.
THE SELF - INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
http_/ /oortal.ncdenr.orq /web Ar /erosion . IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT NCDENR LAND QUALITY SECTION OFFICE AT (919) 791 -4200.
NPDES Slormwaler Discharge Permit for Construction Activities (NCGO1)
A
?L\ / EXISTING WATER CONCRETE TRUCK `, `� \ / TO HWY 58 /WARD BLVD
CLEANOUT PIT 3 /
O v� o
� CONSTRUCTION �� ''\ `�'� � \ / w ° �.
------------ - - - - -
ENTRANCE o
-- - -- - EN A - - -_- -- _' =_- - - - - - - W
_ - NCE \
--
\ c
GONG i EX. 38
` \ U Y
Q
\, PROP CHANNEL _ _ \ \
/ FOREST HI J
LLS RD.
/ INV 121.78 -,. - .
-
- WASTE MATERIAL
LOADOUT AREA
_ 1 SILT FENCE
............
SITE
MATERIAL LAYDOWN
FLOW c�NtJEL I AND STAGING AREA
SLOPE- 0.3071 I \ \ I I I O
LIMITS OF
1, \ �IDISTURBANCE
PROPOSED SWALE i - - - - \ I Of Q
/SLOPE- 2.15%
X.
122 121 20 \ ` I 1 =
1
11g \ ~ I I CO H
g INSTALL NEW 18" FES 1� 1M \ \ • 72 / (n
/ INV. 123.13/ INV.- 122.79' i \ ' I C) W
\ EX. FENC / of
o PARKSIDE DR.
TO US HWY 264/ _
RALEIGH RD.
_ 124 ryh LID
12CHA N�EDIMENT y \ o
I - - STORAGE
121.90
\ m I I 1
` _7 s I ` co
04 LOCATION MAP
NO SCALE
I
E CONC. WALL LIMITS OF \\ 1 LIMITS OF 1
J
-EX pI- - DISTURBANCE \ 1 DISTURBANCE 1 SITE DATA:
i TOP: 123.25 \ 1
\ WV: 121.60 \ 1 I I TOTAL LOT AREA: 3.53 ACRES
F
TOTAL DISTURBED AREA: 3.7t ACRES
/ X1.
i
/ \
LIMITS OF
DISTURBANCE
NCDENRIDivision of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
s
Perimeter dikes, swales, ditches, slopes
aJ
7 days
None
\� High Quality Water (HQW) Zones
J
7 days
None
\
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones,
DISSIPATOR PAD /OUTLET PROTECTION SCHEDULE
( NYDOT METHOD)
117 1 1 \ 1 I
0 1 1 \ 1 I
LLJ
I
NUMBER APRON APRON STONE D50
LOCATION Qfull Q (10) Vfull V10 PIPE DIP. OF PIPES LENGTH WIDTH CLASS DEPTH STONE
CFS CFS FPS FPS INCHES ZONE M (La) FEET FEET STONE INCHES SIZE
EX 36 "RCP :''' .':.' 255.90 1 21 8.99 36 2 6 1 18 12 B 22 9 SKIMME /��
EX 18 "RCP 9.91 19.56 5.60 5.60 18 1 4 1 6 6 A 18 6 \ / / \ \ PORTABLE \\ \ \ \\ , �'
EX 15 "RCP 11.52 8.52 9.37 10.30 15 2 6 1 7.5 5 B 22 9 \ \ PUMP
EX 6 "Clay 1.12 0.10 5.71 3.50 6 1 4 1 2 2 A 18 6 O \ \ \
Note: V10 for Ex. 36" RCP = Velocityfor Qmax. \ \
Existing storm drain crossing Forest Hills Road to be replaced by NCDOT in the future.
/ f � 1 I
SEDIMENT BASIN WITH SKIMMER SCHEDULE \ DEWATE�ING / HOSE
SKIMMER TOTAL DISTURBED REQ REQ WEIR PROP PROP AREA PROP BAFFLE PLACEMENT SKIMMER ORIFICE DEWATERING ^� /I I l \
BASIN AREA AREA Q -10 SURFACE VOL LENGTH WIDTH DEPTH LENGTH BAFFLES SURFACE SIDE SLOPE BOTTOM VOLUME (MEASURED FROM INFLOW END) SIZE SIZE TIME
SB# ACRES ACRES CFS SQ FT CF FT FT FT FT REQ SQ FT FT /FT SQ.FT. CF BAFFLEI BAFFLE2; BAFFLE3 IN IN. DAYS j
1 3.7 127.96 55663 6660 WA WA 5.11 15 YES 70200 3:1 WA 203009 AS SHOWN 6.0 5.50 4.5
Sediment Storage 1.22 2196 WA NIA 1.0 WA YES 3917 3:1 3201 3553 AS SHOWN WA N/A WA
*MINIMUM WEIR WIDTH = 4' Q
*"REQUIRED VOLUMED IS 1800 CU FUDISTURBED ACRE 1 \
' PRCPQSED CB #1 1 /
Note. Disturbed area for sediment storage volume calculation based on upland areas only
TOP OF CURB 124.39
INV IN 15" RCP- 120.44'
- -- -' INV OUT ts" RCP= 120.44'
DITCH CALCULATIONS
10 -YEAR DESIGN STORM
n= 0.015
LOCATION DRAINAGE DRAINAGE RUNOFF RAINFALL REQUIRED DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC MANN. ACTUAL TOP SHEAR PERM. TEMP. 11Nn
AREA AREA COEFFICIENT 10 -YEAR FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VEL. CAPACITY WIDTH STRESS LINER LINER GRAPHIC SCALE D�WATE
SQ.FT. ACRES
c
IWHR
Q
s
d
y M
A
P R V
Q W
(lbs /sq.ft.)
REQUIRED
REQUIRED;
LOW FLOW CHANNEL 325
0.45
1.75
255.94
0.0030
2
3.522 2
31.86
17.75 1.79 8.03
255.94 16.09
0.66
YES
YES
LOW FLOW CHANNEL -FULL FLOW NA
NA
NA
4.08
0.0030
2
0.5 2
1.50
4.23 0.35 2.72
4.08 4.00
0.09
NO
YES
SWALE 8.53
0.40
5.73
19.56
0.0215
2
0.679 2
2.28
5.03 0.45 8.58
19.56 4.71
0.91
YES
YES
'PROVIDEVmax Permanent Composite Turf Reinforcement Mat SC250
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BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartlett.us.com
OVERALL
SEDIMENTA7 /ON &
EROSION CONTROL
PLAN
( IN FEET )
1 inch = 50 ft.
uH
TOP., TOP:128.57�
iva »n to i
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
i
� / I
,T FENCE/I
POT SOCK
PROPOSED INTERFERENCE BOX
POSED CB #2
TOP OF CURB= 124.41'
INV IN 15" RCP= 120.42'
INV 54" RCP= 115.36'
1 - ,
1 � 15" RCP
1 I i
ENV OUT 36" RCP= 115.25'
INV OUT 54" RCP= 1115.25' I�
EXTEND EXISTING GAB& WALLS IAND MATTRESS
OVER AND AROUND THE NEW PIPE OUTLETS
II I
EXISTING CHANNEL iATH
r GABION WALL AND MATTRESSI
w
ow 1 I I
I ,
Q CONSTRUCTION
SEQUENCE:
1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION
AND EROSION CONTROL PLAN AND BUFFER AUTHORIZATION /IMPACTS HAVE BEEN APPROVED AND PERMIT ACQUIRED.
A PRECONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE ANY WORK BEGINS. ATTENDANCE TO THE MEETING
SHALL BE AT THE DISCRETION OF THE LAND QUALITY INSPECTOR. NOTIFY THE NCDENR LOS BEFORE WORK BEGINS
AT PHONE NUMBER 919 - 791 -4200.
2. INSTALL APPLICABLE E &S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING DEMOLITION)
ACTIVITIES.
a. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE /COMPOST SOCK ACCORDING TO PLANS AND AS NEEDED.
b. TREE PROTECTION FENCE INSTALLATION AND INSPECTION MAY BE REQUIRED PRIOR TO ISSUANCE OF GRADING
PERMIT.
Q 3. EXISTING POND TO BE DRAINED, PUMP TO REMAIN ONSITE AND USED AS NEEDED FOR CONTINUED DE- WATERING
2 THROUGH SILT BAGS THROUGHOUT THE CONSTRUCTION PROCESS. SILT BAGS TO BE DISPOSED OFF AT AN
APPROVED OFF -SITE DISPOSAL AREA,
4. REMOVE ACCUMULATED SEDIMENTS AND RESTORE POND TO DESIGN DIMENSIONS. EXCAVATE SEDIMENT STORAGE FOR
UPLAND GRADING ACTIVITIES. CONSTRUCT A TEMPORARY DAM AND INSTALL BAFFLES AS SHOWN ON PLANS. BEGIN
WORK ON THE REPLACEMENT OF THE OUTLET STRUCTURE, UTILITIES, PIPES AND CATCH BASINS AT PARKSIDE DRIVE.
WHEN COMPLETED, ATTACH A SKIMMER AT THE DRAIN PIPE OF THE NEW OUTLET STRUCTURE AND REMOVE THE
TEMPORARY DAM. ALL EXCESS MATERIAL TO BE IMMEDIATELY LOADED ONTO DUMP TRUCKS AND DISPOSED OF AT
AN APPROVED OFFSITE FACILITY.
5. CLEAR & GRUB AND BEGIN GRADING AND CONSTRUCTION OF LOW -FLOW CHANNEL. PROVIDE TEMPORARY GROUND
COVER /MATTING FOR LOW -FLOW SWALE WHEN BUILT. INSTALL CHECK DAMS IN SWALE THEN REMOVE STORM
DRAINAGE PIPES & STRUCTURES IN AREA UPSTREAM OF POND. CONTINUE GRADING. PROVIDE TEMPORARY GROUND
COVER AND STABILIZE NEWLY GRADED AREAS.
a. ALL CUT AND FILL SLOPES IS TO BE AT LEAST 3:1 SLOPE.
b. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING.
c. STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
d. SEEDING TO BE DONE AT RATES AS INDICATED ON PLAN.
e. ANY STOCKPILE MUST BE STABILIZED IF INACTIVE FOR MORE THAN SEVEN (7) CALENDAR DAYS.
6. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN STORM DRAIN DEVICES UNDER
CONSTRUCTION AT END OF DAY OR ONSET OF RAIN. USE BLOCK AND GRAVEL DEVICES DR ACCEPTABLE
ALTERNATIVE.
7. ALL APPLICABLE E &S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, REMOVE ALL
TEMPORARY MEASURES.
Q9. GROUNDCOVER SHALL BE RE- ESTABLISHED ON EXPOSED SLOPES BASED ON NPDES STABILIZATION TIMEFRAMES
MAINTENANCE:
1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER EVERY
RUN -OFF PRODUCING RAINFALL.
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND /OR REPLACED AS NECESSARY.
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE,
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER
SEEDING,
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH USING EMULSIFIED ASPHALT AT A RATE OF 435 GAL /ACRE.
HYDROSEEDING
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME
NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE
SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES
PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB /ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER
SLURRY.
IF A MACHINERY BREAKDOWN OF Y2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, FULL
RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP
SLOPES IN DRY FORM.
CRIMPING STRAW MULCH
APPLY AND CRIMP HALF OF THE REQUIRED AMOUNT OF STRAWS IN TWO DIRECTIONS BEFORE APPLYING AND CRIMPING THE
REMAINING STRAWS FOR BETTER ANCHORING INTO THE GROUND.
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT
MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 ".
DATE: APRIL 2014 PROJECT: 13 -068
CLIENT CODE: WC
SCALE(HORZ)• 50 CADFILE:13068CP2
1
FIELD BOOK: 323
SCALE(VERT): DRAWN BY: RF
N/A SURVEY BY: TRB, DB
REVISIONS: /1 NCDENR COMMENTS 5 -5 -2014
0 NCDENR COMMENTS 6 -5 -2014
CITY OF WILSON
NORTH CAROLINA
PIN #
WILSON COUNTY
ZONE:
SHEET CP4

00
C)
QEROSION
SITE AREA DESCRIPTION
CONTROL LEGEND
TIMEFRAME EXCEPTIONS
— EI_Ev --
EXISTING CONTOUR
7 days
— ELEV—
PROPOSED CONTOUR
7 days
None
LIMITS OF DISTURBANCE
Q-x
-x-
SILT FENCE OR COMPOST SOCK
14 days
El
INLET PROTECTION
14 days
°oo ° ° °P
ROCK CHECK DAM
OUTLET PROTECTION
CONSTRUCTION
ENTRANCE /EXIT
�1
EXISTING TREE LINE
1
PROPOSED TREE LINE
®
CONCRETE WASHOUT AREA
a
ORANGE SAFETY FENCE
7''`' :
SLOPE REINFORCEMENT MATTING
2
-x-x-
EXISTING FENCE
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
"
" FOREST /HILLS LAKE
30 "RCP ,(SR 1165)
�w
INV
-_ -_---------- - - - - �° Z.66'
-- - - - - -- _Q04 FL/ E C TOP - -� - -- �\
—
__ _ _ -
� � 1T-/1 N"122 -26— — _� __ -- - -_ - - - - -_ -_ -_-- � -------- >_ �_ — -------- - - - - --
—
W �W,,26 �w / EXISTING WATER
SILT FENCE /COMPOST SOCK
w EXISTING SAN. SEWER
— S S 0._ S
— _ _ EX. DOUBLE CB TOP \ \
--------------- � ----- coot SEX. 36' 'C0: -.. -.. -- -- - - - - -- - - - ------- \� - - -- - - -- -�`- - - - -- - - - - --
RI D : j.'. -- --
T
kJ, �. \ C 1 --------- - - -- --
-PROP CHANNEL — — l�
INV 121.78
I I \\ \I
O
\ \ .7. :
\ - CjNCR TE ;.:.:.:z:Z::.:_:. � ;0 \ I \
rn
SILT FENCE I ,� WASHOUT :.: y
� ll� AREA � :::::•:z:�::;�;�;
x r�. SILT FENCE -
PROPOSED LOW I Z z - \
FLOW CHANNEL Z D I _
SLOPE= 0.309 to \
-i2 n x- / / LIMITS OF \ \ \ \ \
m o Sj / / DISTURBANCE \ \
n
,PROPOSED SWALE
/SLOPE= 2.159
—122
P 124 \2 118 \ \ \
INSTALL NEW 18' FES
/ INV= 123.10/ INV.= 122.79'
7
\x \\ \ \ \
1
—125
I r
124 p r I ISTING POND NORMAL
P CHANNELSEDIMENT WATER
120.76 STORAGE T LEVEL
"
"
AGE
f
20 ' 6_
� I �
I
NCDENR /Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug, 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
N
OPerimeter dikes, swales, ditches, slopes
7 days
None
C High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
\ All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
_ . SEAL
- 20106 �- =
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF — INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND — DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010. THE SELF — INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF — MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
THE FOCUS OF THE SELF — INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION
AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN, THE INSPECTIONS
MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 4B.0131,
THE SELF — INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
http_/ /oortal.ncdenr.org/webAr /erosion. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT NCDENR LAND QUALITY SECTION OFFICE AT (919) 791 -4200.
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartlett.us.com
A
SEDIMENTATION &
EROSION CONTROL
PLAN
(FOREST HILLS ROAD)
121,90
121.23
�o f*
ro `
N
\ I I
EX. CONC. WALL/
9
- - - -
/C) EX. DI - - -N,
INV:121.60
Ast
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
i inch = 30 ft.
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
1
DATE: APRIL 2014
SCALE(HORZ):
1 : 30
G:
0
Q
w
In
J
W
U
TO US HWY 264/
RALEIGH RD.
0
w
_0
(n
W
V
a
J
PARKSIDE DR.
LOCATION MAP
NO SCALE
SITE DATA:
TOTAL LOT AREA: 3.53 ACRES
TOTAL DISTURBED AREA: 3.7t ACRES
0 CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION
AND EROSION CONTROL PLAN AND BUFFER AUTHORIZATION /IMPACTS HAVE BEEN APPROVED AND PERMIT ACQUIRED.
A PRECONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE ANY WORK BEGINS. ATTENDANCE TO THE MEETING
SHALL BE AT THE DISCRETION OF THE LAND QUALITY INSPECTOR. NOTIFY THE NCDENR LOS BEFORE WORK BEGINS
AT PHONE NUMBER 919 - 791 -4200.
2. INSTALL APPLICABLE E &S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING DEMOLITION)
ACTIVITIES.
a. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE /COMPOST SOCK ACCORDING TO PLANS AND AS NEEDED,
b. TREE PROTECTION FENCE INSTALLATION AND INSPECTION MAY BE REQUIRED PRIOR TO ISSUANCE OF GRADING
PERMIT.
3. EXISTING POND TO BE DRAINED. PUMP TO REMAIN ONSITE AND USED AS NEEDED FOR CONTINUED DE— WATERING
2 THROUGH SILT BAGS THROUGHOUT THE CONSTRUCTION PROCESS, SILT BAGS TO BE DISPOSED OFF AT AN
APPROVED OFF -SITE DISPOSAL AREA.
4. REMOVE ACCUMULATED SEDIMENTS AND RESTORE POND TO DESIGN DIMENSIONS. EXCAVATE SEDIMENT STORAGE FOR
UPLAND GRADING ACTIVITIES. CONSTRUCT A TEMPORARY DAM AND INSTALL BAFFLES AS SHOWN ON PLANS. BEGIN
WORK ON THE REPLACEMENT OF THE OUTLET STRUCTURE, UTILITIES, PIPES AND CATCH BASINS AT PARKSIDE DRIVE.
WHEN COMPLETED, ATTACH A SKIMMER AT THE DRAIN PIPE OF THE NEW OUTLET STRUCTURE AND REMOVE THE
TEMPORARY DAM. ALL EXCESS MATERIAL TO BE IMMEDIATELY LOADED ONTO DUMP TRUCKS AND DISPOSED OF AT
AN APPROVED OFFSITE FACILITY.
5. CLEAR & GRUB AND BEGIN GRADING AND CONSTRUCTION OF LOW -FLOW CHANNEL. PROVIDE TEMPORARY GROUND
COVER /MATTING FOR LOW —FLOW SWALE WHEN BUILT. INSTALL CHECK DAMS IN SWALE THEN REMOVE STORM
DRAINAGE PIPES & STRUCTURES IN AREA UPSTREAM OF POND. CONTINUE GRADING. PROVIDE TEMPORARY GROUND
COVER AND STABILIZE NEWLY GRADED AREAS.
a. ALL CUT AND FILL SLOPES IS TO BE AT LEAST 3:1 SLOPE.
b. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING.
c. STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED,
d. SEEDING TO BE DONE AT RATES AS INDICATED ON PLAN.
e. ANY STOCKPILE MUST BE STABILIZED IF INACTIVE FOR MORE THAN SEVEN (7) CALENDAR DAYS.
6. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN STORM DRAIN DEVICES UNDER
CONSTRUCTION AT END OF DAY OR ONSET OF RAIN. USE BLOCK AND GRAVEL DEVICES OR ACCEPTABLE
ALTERNATIVE,
7. ALL APPLICABLE E &S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, REMOVE ALL
TEMPORARY MEASURES.
Q9. GROUNDCOVER SHALL BE RE— ESTABLISHED ON EXPOSED SLOPES BASED ON NPDES STABILIZATION TIMEFRAMES
MAINTENANCE:
1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER EVERY
RUN -OFF PRODUCING RAINFALL.
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND /OR REPLACED AS NECESSARY.
TO HWY 58/WARD BLVD
OK
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM,
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER
SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH USING EMULSIFIED ASPHALT AT A RATE OF 435 GAL /ACRE.
HYDROSEEDING
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME
NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE
SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES. AND IRREGULARITIES
PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB /ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER
SLURRY.
IF A MACHINERY BREAKDOWN OF )z TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED, BEYOND 2 HOURS, FULL
RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP
SLOPES IN DRY FORM.
CRIMPING STRAW MULCH
APPLY AND CRIMP HALF OF THE REQUIRED AMOUNT OF STRAWS IN TWO DIRECTIONS BEFORE APPLYING AND CRIMPING THE
REMAINING STRAWS FOR BETTER ANCHORING INTO THE GROUND.
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT
MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 ".
PROJECT- 13 -068
CLIENT CODE: WC
CADFILE: 13068CP2
FIELD BOOK: 323
SCALE(VERT): DRAWN BY: RF
NN /AA SURVEY BY: TRB, DBBY: TRB, DB
REVISIONS: Z NCDENR COMMENTS 5 -5 -2014
4& NCDENR COMMENTS 6 -5 -2014
CITY OF WILSON
NORTH CAROLINA
PIN #
a
0
m
a
0
N
N
c
WILSON COUNTY 1W
0
Cr
Q_
ZONE:
J
0
SHEET CP5
/
a

CO
q
2
/1 \ EROSION CONTROL LEGEND
- EXISTING CONTOUR
— ELEV— PROPOSED CONTOUR
® — LIMITS OF DISTURBANCE
Q—x—x— SILT FENCE OR COMPOST SOCK
ElINLET PROTECTION
ORANGE SAFETY FENCE
SLOPE REINFORCEMENT MATTING
Q—x—x— EXISTING FENCE
NPDES Storrnwaler Discharge Permit for Construction Activities (NCG01)
NCOENRIDivision of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
l i i 1 Perimeter dikes, swales, ditches, slopes
7 days
None
�v High Quality Water (HOW) Zones
7 days
None
\ Slopes steeper than 3:1
7 days
If slopes are 10' or less In length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
'l,r
SEAL
20106 L
1
I
1
I
\ \ \ LIMITS & \
\ \ \DISTURBANCE \ -
\ \ \ \ \
\ \ \ PORTABLE \ \
\ \ \ PUMP \ 1
DEWATERING '
HOSE
� \\ \ \\
\ I \ f
kIMMER
.lea I
/ / -
. I I \
- -11V SILT FENCE/
ll COMPOST SOAK
EX.1CB TOP
I I 12383' INV
� I
I I OUT `120.73' ,
J PROPOSED CB #1 �
TOP OF CURB= 124.39' _ 0
/ INV IN 15 RCP= 120.44
— — — — INV OUT 15" RCP= 120.44'
/
DIfWATERING
BAG.
I ,
\ I EX. MH
TOP: 126.57'
INV: 120. 0
#1
/
/
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF — INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND — DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010. THE SELF — INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF— MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
THE FOCUS OF THE SELF — INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION
AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 4B.0131.
THE SELF — INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
http_/ /Dortal.ncdenr.org /webAr /erosion. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT NCDENR LAND QUALITY SECTION OFFICE AT (919) 791 -4200.
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartiett.us.com
SEDIMENTA TION &
EROSION CONTROL
PLAN
(PARKSIDE DRI VE)
0I N
71
Cn
n
I �
1111 1
I ��I
� I
OP: 125.37
ANV:119.50
2�
LA
I "
o 70
PROPOSED INTERFERENCE BOX
�t 14POSED CB #2
' /TOP OF CURB= 124.41'
INV IN 15" RCP= 120.42'
/ INV 54" RCP= 115.36' I
I i
I/ I
15" RCP \ I
� i I
,EXTEND EXISTING GABI6N WALLS
AND MATTRESS OVER AND
(AROUND THE NEW PIPE OUTLETS
I)NV OUT 36" RCP= 115.25' 1
INV OUT 54" RCP= 115.25' �I
jCHECK DAM
I
I I
I
W�
to Qw Al
N z �
Iw
wrZQ
I
0W
30 0
TO HWY 58 /WARD BLVD
0
Q
w
V)
J
W
U
TO US HWY 264/
RALEIGH RD.
G'
0
w
0
Cn
W
Y
Q
J
PARKSIDE DR.
LOCATION MAP
NO SCALE
SITE DATA:
TOTAL LOT AREA: 3.53 ACRES
TOTAL DISTURBED AREA: 3.7t ACRES
QCONSTRUCTION SEQUENCE:
1 1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION
AND EROSION CONTROL PLAN AND BUFFER AUTHORIZATION /IMPACTS HAVE BEEN APPROVED AND PERMIT ACQUIRED.
A PRECONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE ANY WORK BEGINS, ATTENDANCE TO THE MEETING
SHALL BE AT THE DISCRETION OF THE LAND QUALITY INSPECTOR. NOTIFY THE NCDENR LOS BEFORE WORK BEGINS
AT PHONE NUMBER 919 - 791 -4200.
2. INSTALL APPLICABLE E &S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING DEMOLITION)
ACTIVITIES.
a. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE /COMPOST SOCK ACCORDING TO PLANS AND AS NEEDED.
b. TREE PROTECTION FENCE INSTALLATION AND INSPECTION MAY BE REQUIRED PRIOR TO ISSUANCE OF GRADING
PERMIT.
Q 3. EXISTING POND TO BE DRAINED. PUMP TO REMAIN ONSITE AND USED AS NEEDED FOR CONTINUED DE— WATERING
2 THROUGH SILT BAGS THROUGHOUT THE CONSTRUCTION PROCESS. SILT BAGS TO BE DISPOSED OFF AT AN
APPROVED OFF —SITE DISPOSAL AREA.
4. REMOVE ACCUMULATED SEDIMENTS AND RESTORE POND TO DESIGN DIMENSIONS. EXCAVATE SEDIMENT STORAGE FOR
UPLAND GRADING ACTIVITIES. CONSTRUCT A TEMPORARY DAM AND INSTALL BAFFLES AS SHOWN ON PLANS. BEGIN
WORK ON THE REPLACEMENT OF THE OUTLET STRUCTURE, UTILITIES, PIPES AND CATCH BASINS AT PARKSIDE DRIVE.
WHEN COMPLETED, ATTACH A SKIMMER AT THE DRAIN PIPE OF THE NEW OUTLET STRUCTURE AND REMOVE THE
TEMPORARY DAM. ALL EXCESS MATERIAL TO BE IMMEDIATELY LOADED ONTO DUMP TRUCKS AND DISPOSED OF AT
AN APPROVED OFFSITE FACILITY.
5. CLEAR & GRUB AND BEGIN GRADING AND CONSTRUCTION OF LOW —FLOW CHANNEL. PROVIDE TEMPORARY GROUND
COVER /MATTING FOR LOW —FLOW SWALE WHEN BUILT. INSTALL CHECK DAMS IN SWALE THEN REMOVE STORM
DRAINAGE PIPES & STRUCTURES IN AREA UPSTREAM OF POND. CONTINUE GRADING. PROVIDE TEMPORARY GROUND
COVER AND STABILIZE NEWLY GRADED AREAS.
a. ALL CUT AND FILL SLOPES IS TO BE AT LEAST 3:1 SLOPE,
b. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING.
c. STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
d. SEEDING TO BE DONE AT RATES AS INDICATED ON PLAN,
e. ANY STOCKPILE MUST BE STABILIZED IF INACTIVE FOR MORE THAN SEVEN (7) CALENDAR DAYS.
6. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN STORM DRAIN DEVICES UNDER
CONSTRUCTION AT END OF DAY OR ONSET OF RAIN. USE BLOCK AND GRAVEL DEVICES OR ACCEPTABLE
ALTERNATIVE.
7. ALL APPLICABLE E &S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, REMOVE ALL
TEMPORARY MEASURES.
Q9. GROUNDCOVER SHALL BE RE— ESTABLISHED ON EXPOSED SLOPES BASED ON NPDES STABILIZATION TIMEFRAMES
MAINTENANCE:
1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER EVERY
RUN -OFF PRODUCING RAINFALL.
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND /OR REPLACED AS NECESSARY.
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER
SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH USING EMULSIFIED ASPHALT AT A RATE OF 435 GAL /ACRE.
HYDROSEEDING
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME
NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE
SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES
PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB /ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER
SLURRY.
IF A MACHINERY BREAKDOWN OF Y2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, FULL
GRAPHIC SCALE RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP
15 30 60 120 SLOPES IN DRY FORM.
( IN FEET )
1 inch = 30 ft.
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
CRIMPING STRAW MULCH
APPLY AND CRIMP HALF OF THE REQUIRED AMOUNT OF STRAWS IN TWO DIRECTIONS BEFORE APPLYING AND CRIMPING THE
REMAINING STRAWS FOR BETTER ANCHORING INTO THE GROUND.
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT
MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 ".
DATE: APRIL 2014 PROJECT: 13 -068
CLIENT CODE: WC
SCALE(HORZ). 30 CADFILE:13068CP2
1
FIELD BOOK: 323
SCALE(VERT): DRAWN BY: RF
N/A SURVEY BY: TRB, DB
REVISIONS: Ql NCDENR COMMENTS 5 -5 -2014
A NCDENR COMMENTS 6 -5 -2014
CITY OF WILSON
NORTH CAROLINA
PIN #
WILSON COUNTY
ZON E:
SHEET CP6
a
0
of
v
0
N
N
c
s

POND I /
0& q
------- - - - - -- 1 - -- - ti
--------- - - - - -- PARKSIDE DRIVE
d o�� C� )> I ° 5
EX. 8" TC S
S S . a� -� �� W Nr W -
® W v f
_ W W
W ; �..
EX. WATER CB #1 - - - -'/ --
------------
.____--- -- - - - - -- --- _ — � EXISTING 8" TERRA
COTA SANITARY SEWER
TO BE REPLACED WITH —
_T — —8" DIP AS NEEDED
INTERFERENCE BOX
r SEE DETAIL THIS SHEET /
130
128
126
124
122
120
118
116
114
112
110
In
Ln
D1 A KI
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
CB #2
---------------- -. - - -- STA. 10 +38.93
TOP OF CURB 121.41
- - --- - - - - -- INV. = 120.42 15" RCP -
INTERFERENCE BOX
- STA. 10 +61.69
TOP OF RIM 124.635
PARKSIDE
------ - - - - -- - - - - -- — - - -- - D E —r
1
EX. 8"
- -� - - -- -- WATER --
LI�JE
- - - -� --- - - - - -- -
1
1 _
249 LF
- -I -- - - - - -- -- - -VI
EX. 8"
C
.. ' - �_1 -ZLF 0.35 54" RGR.'.'.....-
................... I:........
-
--
:- - -..� —_
... _ ........
.....
OUTLET STRUCTURE
STA 11 +20.00
-
- - - --
TOP OF RIM = 123.25
INV. OUT = 115.64 54" RCP—
III OUT = 115.64 36" RCP
Ln N
Lci N
co
N N
�
cfl
�}
N
T
10 +00
PROFILE
Y t
130
128
126 EXISTING ROAD
(PARKSIDE DRIVE)
124
122
120
118
INV. EL. 119.74±
PLAN VIEW
NO SCALE
CITY OF WILSON STANDARD
MANHOLE COVER (CO6.01)
TRAFFIC BEARING
JUNCTION BOX �
(NCDOT 840.34)
Hm
116 I �— 0.96±
114
112
110
11 +00 11 +20
BARTLr-=TT
SEAL \ ENGINEERING & SURVEYING, PC
20106 �� 1906 NASH STREET NORTH TELE: (252) 399 -0704
ON
-, ►b1F �, : WILSON, N.C. 27893 -1726 FAX: [phone]
�T S. 6P� License No. C -1551 www.bartlett.us.com
License
36" RCP
EL. 115.42
DRI VE
STORM DRAIN
PLAN &PROFILE
54" RCP
EL. 115.44
SECTION
NO SCALE
INTERFERENCE BOX
FOREST HILLS LAKE
STORM WATER IMPROVEMENTS
PLAN VIEW
NO SCALE
CITY OF WILSON STANDARD
CATCH BASIN AND CURB
INLET WITH HOOD (633.02)
SECTION
NO SCALE
CATCH BASINS #1 & #2 DETAIL
DATE: APRIL 2014 PROJECT: 13 -068
CLIENT CODE: WC
SCALE(HORZ):1 30 CADFILE:13068CP2 CITY OF WILSON
FIELD BOOK: 323
SCALE(VERT): DRAWN BY: JM, RF
1 : 3 SURVEY BY: TRB, DB NORTH CAROLINA
REVISIONS:
PIN #
WILSON COUNTY
ZONE:
SHEET CP7
a
m
0
m
0
N
N

SEEDING SCHEDULE:
a, max. standard strength fabric with wire fence
ENERGY
DISSIPATION
First (harriber scCund Chamber
surlicc
6' max. extra stre_Nth fabric wit out
25 Of 3
TEMPORARY SEEDING
H=Vj RIES
H=VARIES
FLOW
PORTABLE PUMP
IMPERVIOUS DIKE
of Jrf rc ea
Inlet Lune
254X) of surface area
FALL
Pam
SUCTION HOSE
SEEDING MIXTURE WINTER EARLY SPRING SUMMER
RATE(LB /ACRE) RATE
;4
SPECIES RATE(LB/ACRf) CLB /ACRE)
40
Plastic or
ties
4L0 41.
GERMAN MILLET
RYE (GRAIN) 120 120
wire
;07,."
..........
............
st Width C, 4
ANNUAL (KOBE) LESPEDEZA 60 60
TEMPORARY STOCKPILE WITH SILT FENCE
'18 .24
SEEDING DATES 12/1-4/15 4/15-8/15 8/15-12/30
SOIL AMENDMENTS
NO SCALE
Wire
fence
Natural
W-1, ground
1.4
Inflai-V M
LIMESTONE* 4000 LB/ACRE 4000 Le/ACRE 4000 LB/ACRE
FERTILIZER(IO-10-10) 750 LB ACRE 750 LB ACRE 1000 LB ACRE
STOCKPILE STABILIZATION
STOCKPILES OF SOIL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE (3) DAYS
Ji
.. ......
TOP OF BANK-"
PORTABLE
�%iiv
Sburltile
STRAW MULCH 4000 LB/ACRE 4000 LB/ACRE 4000 LB/ACRE
EMULSIFIED ASPHALT TACK 4.35 GALLON/ACRE 4.35 GALLON/ACRE 435 GALLON/ACRE
SHALL BE FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES (I.E. PERIMETER SILT FENCE).
KPILES TO REMAIN IN PLACE FOR 30 DAYS OR MORE SHALL RECEIVE TEMPORARY SEEDING.
STOCKPILES
11.11 . "i _' . . s,. down A4' 4­_ 4
f or�warcl a] a ng.
IMPERVIOUS DIKE PUMP
- --
1 1
24" he trench
Filter
DEWATERING DEVICE
PERMANENT SEEDING
fabric
(SEE DEWATERING
DISCHARGE DETAIL)
Raprdj) "/;7:�
or Slilm Drain
_7A
SEEDING MIXTURE WINTER/EARLY SPRING SUMMER FALL
SPECIES RATE(LB/ACRE) RATE(LB/ACRE) RATE(LB/ACRE)
TALL FESCUE 200 200 200
COMMON BERMUDA 10 10 10
Wire
WORK AREA-->� NOTE:
ENSURE TO ANCHOR ALL
VIR
Earthen
U111L
15 -
fence
PUMPS PIPES
1. v
GERMAN MILLET -
SEEDING DATES 2/1-4/15 5/1-8/15 8/25-10/1
<
A
W=do+Lo
Cross-lect�on
view
AND SECURELY
Widl
SOIL AMENDMENTS
A
LIMESTONE* 4000-6000 LBS/ACRE 4000-6000 LBS/ACRE 4000-6000 LBS/ACRE
FERTILIZER(I0-10-10) 1000 LB/ACRE 1000 LB/ACRE 1000 LB/ACRE
ado do _j (MIN.)
Filter
Steel fabric Backfill trench
Natural
pout and compact
ground
thoroughly
CONSTRUCTION SEQUENCE: MAINTENANCE:
STRAW MULCH 4000 LB/ACRE 4000 LB/ACRE 4000 LB/ACRE
1. SET UP BYPASS PUMP AND TEMPORARY ROUTINELY INSPECT BYPASS PUMP AND
EMULSIFIED ASPHALT TACK 435 GALLON /ACRE 435 GALLON/ACRE 435 GALLON/ACRE
.. 4-
PIPING. PLACE OUTLET OF TEMPORARY PIPE TEMPORARY PIPING TO ENSURE PROPER
TO MINIMIZE EROSION AT DISCHARGE SITE OR OPERATION.
PROVIDE TEMPORARY ENERGY DISSIPATION INSPECT IMPERVIOUS DIKE FOR LEAKS AND
'MINIMUM FOR CLAY SOILS= 6000 LBS/ACRE OR PER SOIL TEST.
MEASURES. FIRMLY ANCHOR PUMP AND REPAIR ANY DAMAGE.
Figure 6.65a Porous kilflus in it SUdITiunI L;astri. Thu IIUW VS dIZAJ'IJLII1Ud UV-Urlly D4L;IU* Ulu I., u
PLAN VIEW
• min
PIPING. INSPECT DISCHARGE POINT FOR EROSION.
toduce I"y ratas andtwbul0000, rcisultmig it
HYDROSEEDING
MATERIAL QUANTITY
24'
2. CONSTRUCT OUTLET PROTECTION IF NEEDED, ENSURE FLOW IS ADEQUATELY DIVERTED
3. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF THROUGH PIPE.
SEED 200 LB/ACRE
WORK AREA TO IMPOUND WATER FOR BYPASS
Baffiei�tieed to fi.11IN'.
.. I 1 13 _Ills.
FERTILIZER 500 LB/ACRE
STRAW MULCH 2000 LB/ACRE
TACKIFIER 100 LB/ACRE
Lo
FLOW
PUMP INTAKE. 'USE A FLOATING INTAKE FOR
PUMPS WHERE POSSIBLE.
4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM,
IF NECESSARY, TO ISOLATE WORK AREA.
Refer io F1 pfe d. 6 3b zatict [tie fbtlowiii? key poluts:
-ill ileeds to be securest at the bucloin nncl tico'-i.2
SLOPE 0%
n-
5. CHECK OPERATION OF PUMP AND PIPING
lli�li`ilill�ll MIT
L11=1 I l-
SYSTEM,
6. UPON COMPLETION OF CONSTRUCTION, REMOVE
IMPERVIOUS DIKE, BYPASS PUMP, AND
• N105i; OfIlle Sed Illellf Will 2CCLI11111i-ItC ill 111e 1-11$t 'iO tilli AlLn.1d Ut:
SECTION A -A
TEMPORARY PIPE.
le-adl'N' accessible for iimlillellniioe.
SILT FENCE DETAIL
GEOTEXTILE
FABRIC LINER
NO SCALE
BYPASS PUMPING DETAIL
UPSTREAM END
NO SCALE
jauge wire to bAsin sid2 i-jr i, ist,-,11 T-l"), n ri,
Etl end 9 r
Drape baffle material cr;et wire strand and
TRENC UPSTREAM END OF STORM DRAIN
F STORM DRAIN
OUTLET PROTECTION
NO SCALE
INSTALLATION SPECIFICATIONS
secure with plastic ties L i
VIER FLOW
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE
FENCE. CHECK WITH A LEVEL IF NECESSARY.
. ... .. r. -11.1 -1 it I I "I it oi
9G;w9�0AinH�h p,
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
_1y
Pnsion Ww Sim nd 3'MIN.' Val Diep! 11
--T' - -
1/3 PIPE
CONSTRUCTION SPECIFICATION:
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS
i it:
METER
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
FILTER BAG
Shall Se Secured 4 q
To Post To Support
SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC,
SLLWI! bok'Qnt -.�fbo`llv W -iJt;;
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF
THE FABRIC. ATTACH EACH TIE DIAGONALLY45 DEGREES THROUGH THE FABRIC, WITH EACH
TO PORTABLE 'NDISTURBED
U
\\_ 3/4" EXTERIOR
BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE
PUNCTURE AT LEAST I INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG
ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
DEWATERING---'
PUMP
------- ......... ­ ---- -- ---
3/4" EXTERIOR PLYWOOD
BURY BOTTOM PLYWOOD
OF PLYWOOD
PLANS.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE THE GROUND LEVEL.
FILTER FABRIC 8" OF SEDIMENT
CONTROL STONE
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT
AIX
UPSTREAM END
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE
TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER
EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN
If Ow iernpormy wdirric�nt basin will t),�
STEEL FENCE OF STORM DRAIN
POST
IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
converted wa lxinmonent stainiwaUn basin S taph.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
MAINTENANCE
NOTES:
PROVIDE STABILIZED OUTLET AS NEEDED.
of gledter dlepthi 1.1le. baffle height should he
basad on the pool depth durirtj use as a
OVERFLOW
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RA INFALL. MAKE ANY REQUIRED
MAINTENANCE:
lemporary sediment basin.
1 PIPE
DIAMETER
D ETER
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY
WEATHER-RESISTANT AND WELL GRADED.
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DEOMPOSE OR BECOME INEFFECTIVE,
INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE.
• REPLACE BAG WHEN 3/4 FULL OF SEDIMENT.
Note: In5ti
all throe (3) coil fiWj balfies in W51115
Mii
;H
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE
RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
REPLACE PROMPTLY.
I' (Ile
basin leng.th. Two fiber lb.3ffias bL.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
(2) C011' can
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
Baffle Ntatefial should 3e se-curcd to the hc, ttun
Installed in [tip ba5liis le55 thrift 20 fl. in length
j
STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE
CLEANOUT,
I and sides of bersin inr)g 1�" landscape staples
with a spacing of 113 rho% basin length.
WASHED STONE HARDWARE HARDWARE CLOTH
FILTER ACROSS CLOTH
UPPER SECTION OF THE APRON.
PIPE INLET
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
PLYWOOD STONE FILTER INLET PROTECTION
DEWATERING DISCHARGE DETAIL
MAINTENANCE:
Figure 6.65b Coir Fiber Baffle Detail
NO SCALE
Cross section of a porous baffle in a sediment basin,
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (h INCH OR GREATER) RAINFALL
PLYWOOD/STONE FILTER INLET PROTECTION
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
POROUS BAFFLES
NO SCALE
NO SCALE
Dewatering Bag Standard Drawing
EXCESS SOXX Tm MATERIAL TO
BE DRAWN IN ANDT`1ED OFF TO
The purpose of a Dewatering Bag is to collect sediment contained in the discharged water, to prevent
2" X 2" X 36" WOODEN STAKES PLACED 110'O.C.
FILTREXXG SILTSOXX- (12" TYPICAL)
2x2 WOODEN STAKE, CrYP.)
the scour and erosion from water exiting a pipe at high velocity, to defuse the water over a wider
area to minimize erosion as the water drains away, and to retain oil contained within effluent.
WORK AREA A EA BE PROTECTED
CURB
CURB
A SedCatchO clewatering bag or approved equal should be used anytime water is pumped on the site.
Arin
J_
77
0'
SedCatch® Dewatering Bag
A41N.
PIEMSPECTIVE VIEW
Qom
0,
SECTION
STORM GRATE
www.SedCatch.com
INSERT D
PUMP DISCHARGE
Pvc
PVC E-1mc•, PiFc,
Cap pv'C?ipc
NTS
�FILTRExx °soxxTM+
HOSE 5ft IN BAG
®8
V
6" MIN.
2" X 2" X 36" WOODEN STAKES PLACED 10'O.C.
"A" "B"
. . . . .
tnc
11F
5chcdjIr 40
PVC
CURBSIDE OPTION PLAN CURBSIDE OPTION PLAN
?;PC, PVC Pipc
C Tc c _%�incc
2"-3' COARSE AGGREGAT
SUCTION HOSE DEWATERING
in PV` Toc
�'.cxiblr
BAG
AREA TO BE
EXCESS SOXXw MATERIAL TO
BE DRAWN IN AND TIED OFF TO
- - - . . . . ... . . . .
: : . . . . . . . ...
41
PROTECTED
CURB
. . . . . . . .
I 1=1 15 11
2x2 WOODEN STAKE
FILTIR EXX0 B" SOXX TM
..
SECURE SOXXm TO GRATE WITH
ill r
, 5fill
ENO VIEW FRONT VIEW
FILTREXXaD SILTSOXX- (12" TYPICAL)
RUBBER TIE DOWNS
1= E E
WATER El I 1E I I I I
DISCHARGE
APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE 15 STABILIZED. FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
WATER FLOW
I I 1��, I I 1=1 I
HOSE WRAP ROPE
6 TIMES
Figure 6-64a SJ, ieinazic of a sk_­nrr,&r. front Feruns�,,,%?ania Erosion ana SedfirtEni Pollution
NOTES:
-III 11--,
Mar&,. 20%01.
A. 2"-3" COARSE AGGREGATE SHALL BE USED. PAD TO BE 100' L X 20'W X 6"D
CATCH
-1
III
B. TURNING RADIUS TO BE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
BASIN
n
- -Ili
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS.
WORK AREA
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS.
NOTES:
_.M
PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
1. ALL MATERIAL TO MEET FILTREXXV SPECIFICATIONS.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
2. FILTER MEDIATm FILL TO MEET APPLICATION
MAINTENANCE
REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE. AS
CURBSIDE SECTION
Installation and Use:
SKIMMER DETAIL
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD AND SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
PLAN NTS DETERMINED BY ENGINEER.
NOTES:
1. Place SedCotchO Dewatering Bag on the ground or on a trailer over a relatively level, stabilized area.
NO SCALE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
1. ALL MATERIAL TO MEET FILTREXX0 SPECIFICATIONS.
2. Insert discharge pipe a minimum of 5ft. inside SedCatch(D clewatering bog and secure with a rope
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
2. FILTER MEDIATm FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
�irlclucled) wrapped 6 times around the snout over a 6 inch width of the bag.
Replace Sed atchO Dewatering Bag when half full of sediment or when the sediment has reduced
the flow rate of the pump discharge to an impractical amount.
CONSTRUCTION ENTRANCE
FILTREXXIOE-11 SILTSOXXTM
FILTREXX(R") INLET PROTECTION
Maintenance and Disposal:
NTS
NO SCALE
1. Remove and dispose of accumulated sediment away from waterways or environmentally sensitive
areas. Slit open Sediment Bag and remove accumulated sediment. Dispose of bag at an appropriate
recycling or solid waste facility. OR, as directed by engineer or inspector.
DATE: APRIL 2014
PROJECT: 13-068
�``�� :,,,
BARTLF=TT
SEDIMEN TA TION &
CLIENT CODE: WC
CADFILE: 13068CP2
CITY OF WILSON WILSON COUNTY
SCALE(HORZ):
FOREST HILLS LAKE
AS SHOWN
FIELD BOOK: 323
SEAL
ENGINEERING & SURVEYING, PC
EROSION CONTROL
SCALE(VERT):
DRAWN BY: JM, RF
NORTH CAROLINA ZONE:
:i 20106
AS SHOWN
SURVEY BY: TRB, DI3
0 -1 ti
1906 NASH STREET NORTH TELE: [phone]
-1726 -0804
WILSON, N.C. 27893 FAX: (252) 399
DE TA lL S
STORM WATER IMPROVEMENTS
REVISIONS: Z�,NCDENR COMMENTS 5-5-2014
PIN # SHEET DT1
S. 5
License No. C-1551 www.bartlett.us.com
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CONSTRUCTION SPECIFICATION:
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE. WHEN SEEDING PRIOR TO
INSTALLATION, FOLLOW THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND SEEDING IN SURFACE
STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO
INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS,
Figule 6.174 Trml:o ar; Chan,ie+ i_Inea asi,i!igton Stab Gr.pa,:n ant of Ecology
Figure 6.17e Channel Installation and Slope Installation; Washington State Ecology Department
ROOTS, GRASS CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR DIRECT CONTACT
BETWEEN THE SOIL SURFACE AND THE RECP.)
E, lion, f.
c,',op c" •:,: �,o•:a :.n. crccs a:ti.r.
' / %YiJ" -' -'� / .,
1
TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS
CHANNELS AT 25 -FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN DEPTH AND 6
- - - -- - -- � i
a t 'Y _ Terminal slope and
Longitudinal anchor I i `� I I
INCHES IN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES WIDE.
v i
. \ •• \t sti ' r; I �? channel anchor trench
trench Y1j 5 !•. '• >s?'�t ; k v" zi't1'"
INSTALLATION FOR SLOPES -PLACE THE RECP 2 -3 FEET OVER THE TOP OF THE SLOPE AND INTO AN EXCAVATED END
TRENCH MEASURING APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1 FOOT INTERVALS ALONG THE
w +M
t6
,1•'' •'iYL
" =P "
6"
BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE MAINTAINING DIRECT
- W
r
L rg +diva,
T' -
her ,ranch
�_
t
CONTACT BETWEEN THE SOIL AND THE RECP. OVERLAP ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP TO THE
GROUND USING STAPLES OR PINS IN A 3 FOOT CENTER -TO- CENTER PATTERN, LESS FREQUENT STAPLING /PINNING IS
I = I I -I
_ I IR = 0.50' (MIN.)
;• ' r } ---- f
-
' bulkimi .l
I,_- .,.�., -:.�• - rl _L.I:v..n
Stake at I' -5'
intervals ! - .�-:ti!1.�'�"11;i'� �.k_�
ACCEPTABLE ON MODERATE SLOPES.
�I - -i - -- i_i i i -i i -+ i I �i i I I-
SIDE SLOPES
�•� %t \ r��
_ c-.:":`:y "�'+ �,•
- - - -• „-
w�.=' __ -�- ;,
rs� - 1\\+L ���;
INSTALLATION IN CHANNELS - EXCAVATE TERMINAL TRENCHES (12 INCHES DEEP AND 6 INCHES WIDE) ACROSS THE CHANNEL
AT THE UPPER AND LOWER END OF THE LINED CHANNEL SECTIONS. AT 25 -FOOT INTERVALS ALONG THE CHANNEL, ANCHOR
FLOW DEPT d (M = SEE TABLE)
(Y= SEE TABLE) DITCH SLOPE
�'�'" \ ~� ~; •Kt,'
,
j /
f _a•r�� j j� qr '.,
` 1(\ • ' �'
\• +�
THE RECP ACROSS THE CHANNEL EITHER IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO CLOSELY SPACED ROWS
OF ANCHORS, EXCAVATE LONGITUDINAL TRENCHES 6 INCHES DEEP AND WIDE ALONG CHANNEL EDGES (ABOVE WATER LINE)
(S = SEE TABLE)
4 r �:
SIOpe r.
�"
„ ,..,
- -`- - - I tl
y}r.��/ �`v
� -'� +. r Q� -' a f
'�. �
IN WHICH TO BURY THE OUTSIDE RECP EDGES. PLACE THE FIRST RECP AT THE DOWNSTREAM END OF THE CHANNEL.
PLACE THE END OF THE FIRST RECP IN THE TERMINAL TRENCH AND PIN IT AT 1 FOOT INTERVALS ALONG THE BOTTOM OF
NOTE: SEE DITCH CALCULATION TABLE ON SHEET
r �
.L,I
�� � ~` � � '",'s
cYr'�(�' L`ai\OR\
THE TRENCH.
CP4.
-
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{tt Wiz!
NOTE: THE RECP SHOULD BE PLACED UPSIDE DOWN IN THE TRENCH WITH THE ROLL ON THE DOWNSTREAM SIDE OF THE
BENCH.
m
Cr: shack at Lon „.itucinal cnchar -ranch
,
•�•••• -� Check slat at 25'
hl of cad • ^roc or i'a -. + ,.
`�!«�'�---=
�i intervals
a l } 1 �trt ✓ T
J, j intermittent
ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING OVER THE TOP OF THE TRENCH AND UNROLLING
UPSTREAM. IF THE CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF ADJACENT ROLLS IN THE TERMINAL
TRENCH, OVERLAPPING THE ADJACENT ROLLS A MINIMUM OF 3 INCHES, PIN AT 1 FOOT INTERVALS, BACKFILL, AND
.Y
)I p ,
- -
rali,nonu,ra••r,rt -ant at'._c. alct
Initial channel t.• e ,
I l� z / check slat
anchor trench t F- '
COMPACT. UNROLL THE RECP IN THE UPSTREAM DIRECTION UNTIL REACHING THE FIRST INTERMITTENT TRENCH. FOLD THE
RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE DOWNSTREAM SIDE OF THE TRENCH, AND ALLOWING THE MAT TO
CONSTRUCTION SPECIFICATION:
1'I;,' �r,z ; t SCI'
CONFORM TO THE TRENCH.
• .e,+ ,d'bmya�'er
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE
,,d .apl. c c_ yw -'
a. ra ]i r .C-a I -r.ta Or CtI1Cl9 / , ,
THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. CONTINUE UP THE
FOUNDATION AREA, AND DISPOSE OF PROPERLY.
�•. •` ~' �/s
„p •tar/ noon a cr syst r r
i h
NOTE
CHANNEL (WRAPPING OVER THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP AT OTHER INTERMITTENT
TRENCHES, UNTIL REACHING THE UPPER TERMINAL TRENCH.
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE
PLANS PLUS A 0.2 -FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR
ma \�l4Fi
1. Check slats to be constructed per manufacturers specifications.
BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP.
2. Staking or stapling layout per manufacturers specitcations.
AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE TRENCH, SECURE WITH PINS OR STAPLES,
.i:lz,
BACKFILL, COMPACT AND THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE EXISTING MAT (2 TO
3 FEET OVERLAP IN THE DOWNSTREAM DIRECTION) AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN STARTING
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY
ENTER THE CHANNEL FREELY.
--------- l'�
Slope surface shall be smooth before If there is a berm at the top of
_--
,'�� ;.
placement for proper soil contact. srepe, anchor upslope of the berm.
INSTALLATION OF A NEW ROLL, BEGIN IN A TRENCH OR SHINGLE -LAP ENDS OF ROLLS A MINIMUM OF 1 FOOT WITH
CONSTRUCTION SPECIFICATION:
-
Min. 2" ' "x6"
UPSTREAM RECP ON TOP TO PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF THE RECP(S) IN LONGITUDINAL TRENCHES,
N
PIN, AND COMPACT
4. THE PROCEDURE USED TO ESTABLISHED GRASS IN THE CHANNEL WILL DEPEND UPON THE
SEVERITY F THE CONDITIONS AN SELECTION F SPECIES. PROTECT THE CHANNEL WITH
OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS
r ..
5'apling pattern as - Anchor in 6 min, Trench
par manufacturers overlo� and staple at 12" intervals.
`
recommendations. -J O
ANCHORING DEVICES -11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH WIDTH STA PLES OR 12 INCH MINIMUM LENGTH
WOODEN STAKES ARE RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND.
MU CH OR A TEMPORARY LINER SUFFICIENT TO WITHSTAND AN71CIPATEDHVELOCITIES DURING
THE ESTABLISHMENT PERIOD.
IN THE SOIL. DO NOT BACK -BLADE DURING THE FINAL GRADING OPERATION.
Min. 6" overlap.
%
THE STAPLE OR PIN IS FLUSH WITH THE GROUND SURFACE. ANCHOR EACH
SEEDING - IMMEDIATELY SE D AND MULCH ROUGHENED AREAS TO OBTAIN OPTIMUM
UM SEED
GERMINATION AND GROWTH. E
DRIVE STAPLES OR PINS SO THAT THE TOP OF
MAINTENANCE:
Staple overlaps
Trt Fj,h
RECP EVERY 3 FEET ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE SUFFICIENT TO ACCOMMODATE A ROW OF
ANCHORS AND UNIFORM ALONG THE ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY 3 FEET ALONG THE OVERLAP
MAINTENANCE:
5r r9tr. max. 5" s ocln
p 9'
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL.
LENGTH. ROLL ENDS MAY BE SPLICED BY OVERLAPPING 1 FOOT (IN THE DIRECTION OF WATER FLOW), WITH THE
AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY
='Tb`
Bring material down too level area,
Go not stretch blankets /mattln ti lit -allow o•
9 9 "and
UPSTREAM UPSLOPE MAT PLACED ON TOP OF THE DOWNSTREAM DOWN SLOPE RECP. THIS OVERLAP SHOULD . BE ANCHORED
/ /
HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. 15 PARTICULARLY IMPORTANT TO
PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. FILL THESE AREAS
- ,elcutcs cc <;aca:rc '' r :: _« re;u,re ta,n �: ary blankets, mots or svndor :mar; ,c attic-
turn the end under 4 staple at 1�
the rolls to conform to any irregularities.
AT 1 FOOT SPACING ACROSS THE RECP. WHEN INSTALLING MULTIPLE WIDTH MATS HEAT SEAMED IN THE FACTORY, ALL
ALL ROAD I F OF
EMAINTAIN
SLIGHTLY ABOVE THE ORIGINAL GRADE THEN RESEED AND MULCH AS SOON A
5 0 S POSSIBLE.
and sc,l until iagc-aticn ]cccmcs cstabl,sl•,ed
intervals.
FACTORY SEAMS AND FIELD OVERLAPS SHOULD BE SIMILARLY ANCHOREQ
PIPING ORESCOURNHOLES. REMOVE SEDIMENT ACCUMULATIONS TO
�ross•hn j thacl:cls n• th uc: •SL;_r cs c.ceed n; 6 ; t.'scc shoud irtdudE tIrf I.Cinfo ^cement
Lime, fertilize, and seed before installation. Planting
Far slopes lass than 3H.IV, rolls
THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITIONS
mall
may be placed in horizontal strips. of shrubs• trees, etc. should occur after installation.
MAINTENANCE:
AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
TYPICAL SWALE SECTION
GREATER) RAIN FALL EVENT.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
NO SCALE
Q
SURFACE ROUGHENING WITH TRACKED MACHINERY
ROLLED EROSION CONTROL PRODUCTS
Q
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED
1
O NO SCALE
AND STAPLED.
NO SCALE
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND ERODED AREA
PROTECTED,
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
LATH & 10' -0" MIN.
FLAGGING \
ON ALL \
m
Plan View
10' G" MIN.
r-
+
SIDES
O
SANDBAG
{n.
U
s /?• Lrr + r� <
f5� t t 1 i '+ ti ) •7 n''tt aU+4+w, �nS�'j^ +'s' i
F
r, r
0 0 0 0 0 0 0 4
BERM - _
PLASITIC LINING .- SANDBAG
as } <�'r
s�c� fj;�t ' c
TYPE
O - lli -lli-
r,r
strlxtwc ^. i }a° 'r l I(ItiF��
" 4'rt'A1,
B B
2,I Ln
-,,,
A A ° Fv- -
= till =iirr- ` BERM
#��, uu
i 11
4'f L + - 1� l
1 '
=
�" DIA.
--
w t
STEEL WIRE -,,
-
I
SECTION A
O
Y
'
1 NOT TO SCALE
�4"y
=
r� �, Erner�ency
STAPLE DETAIL
t nzvre?a
=
10 MIL
a ',0 0 0 0 0 r �]
PLASTIC LINING��
MIL 10
A. vera e _ Area
_ 3.r,etn. `ti�"tc;+• Ii r -- �?:- +...t;%
+
PLAN PLASTIC LINING
, 1>;?^
.Vi•dth 14 L
10 M.11 STRAW BALE
PLASTIC LINING (TYP.)
NOT TO SCALE
TYPE BELOW GRADE"
a
.•5rca of oasrn wary surfaca at
3aTfles
rep oc principcl sp .l..ay cicaaslan
PLAN
CONCRETE
NOT TO SCALE
WASHOUT
TYPE "ABOVE GRADE"
a o
%
WITH STRAW BALES
10' -0" MIN. '�-WOOD FRAME SECURELY
FASTENED AROUND
]' Frec:,oard Ernbanl r.cnt
°
ENTIRE PERIMETER WITH
Influx Baffles
TAP
= JrJ= rr"+-
TWO STAKES
SECTION B -B�!
structure
7
(Z PER BALF) ; BINDING WIRE
�-
B
B NOT TO SCALE�r
-10 MIL
_ PLASTIC LINING
�-
.,
I STRAW
:.
BALE w
NOTES:
""+! a ,F.sy �t ,�,t� �T sV r a� � w � v.�� � t.'t r, .y
j Erc;erger;•},
it F"
CONCRETE OUT
lavay
AL
S DETAIL
1. ACTUAL LAYOUT DETERMINED IN FIELD.
r
(OR EQUIVALENT)
STAKE
Se dirlen Cross - Section
NATIVE MATERIAL -' WOOD OR-`
(TYP.) 2. THE CONCRETE WASHOUT SIGN SHALL
storage zone
View
(OPTIONAL) METAL STAKES
BE INSTALLED WITHIN 30 FT. OF THE
(2 PER HALE)
NOTES
TEMPORARY CONCRETE WASHOUT
%
FACILITY.
Fi flure 6.6.1c Exaeiple of a secLment bas-in. lt':1h a sAirr:nier &.:;let and emergency spillway" From Fennsy„ ania
SECTION B -B
1. ACTUAL LAYOUT DETERMINED IN FIELD.
�
�-10 MIL
-
erosion and Sedilr,enl Po�,rlion Control t.ianua�, )+larr_.n, �� +:.
NOT TO SCALE
2. THE CONCRETE WASHOUT SIGN SHALL TWO STACKED
2x12 ROUGH
PLASTIC LINING
BE INSTALLED WITHIN 30 FT. OF THE WOOD FRAME
TEMPORARY CONCRETE WASHOUT
FACILITY.
PLAN
6"41.0 Rev. 6•v5
NOT TO SCALE
TYPE
"ABOVE GRADE"
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE -HALF INCH OR GREATER)
CONCRETE WASHOUT AREA
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN SEDIMENT ACCUMULATES TO ONE -HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO
A NO SCALE
THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
INSTALLATION SPECIFICATIONS
REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT
HOLD DOWN THE SKIMMER.
1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50
9. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE)
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE- ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND
FT. FROM STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATER COURSES.
a. TEMPORARY WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED
THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED AND DISPOSED OF.
THEM.
EACH FACILITY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR
AS SHOWN IN THE DETAILS ON THIS SHEET, WITH A RECOMMENDED MINIMUM
MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES
ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING.
LENGTH AND MINIMUM WIDTH OF 10 FT., BUT WITH SUFFICIENT QUANTITY AND SHOULD BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE
2, A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM
VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW" IF THESE DOES NOT WORK, PULL THE
CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
OPERATIONS.
2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL
SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
3. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE
b. STRAW BALES, WOOD STAKES, AND SAND BAG MATERIALS SHOULD CONFORM TO OF THE TEMPORARY CONCRETE WASHOUT FACILITY SHOULD BE BACKFILLED AND
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS,
GRADE OR BELOW GRADE AT THE OPTION OF THE CONTRACTOR. TEMPORARY
THE PROVISIONS IN THE EROSION AND SEDIMENT CONTROL PLAN.
REPAIRED.
CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED AND MAINTAINED IN
c. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH
SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE
SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT INSPECTION AND MAINTENANCE
A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE
GENERATED BY WASHOUT OPERATIONS.
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
4. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR BERMED
10. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE)
INSPECT AND VERIFY THAT ACTIVITY-BASED BMPS ARE IN PLACE PRIOR TO THE
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
AREAS OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE
a. TEMPORARY WASHOUT FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED
COMMENCEMENT OF ASSOCIATED ACTIVITIES. WHEN ACTIVITIES ASSOCIATED WITH THE BMP
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR IMMEDIATELY. REMOVE ALL
CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES.
AS SHOWN IN THE DETAILS ON THIS SHEET, WITH A RECOMMENDED MINIMUM
ARE UNDER WAY, INSPECT WEEKLY DURING THE RAINY SEASON AND AT TWO WEEK
TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
5. WASHOUT OF CONCRETE TRUCKS SHOULD BE PERFORMED IN DESIGNATED AREAS
LENGTH AND MINIMUM WIDTH OR 10 FT., BUT WITH SUFFICIENT QUANTITY AND INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION.
ONLY.
VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE
6. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE
OPERATIONS.
TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE
WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
WASHOUT.
b. LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE
7. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO
c. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL. POLYETHYLENE FACILITIES AND 12 IN. FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
CONCRETE PUMPER TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT AREA OR SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
PROPERLY DISPOSED OF SITE.
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. HARDENED CONCRETE
8. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED
MATERIALS SHOULD BE REMOVED AND DISPOSED OF.
TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF
OFFSITE IN A LEGAL MANNER. DISPOSE OF HARDEN .CONCRETE ON A REGULAR
WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND
SEDIMENT BASIN WITH SKIMMER OUTLET
Q
BASIS,
READY FOR USE ONCE THE WASHOUT IS 75% FULL.
A NO SCALE
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DATE: APRIL 2014
PROJECT: 13 -068
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BARTLETT
SEDIMEN TA TION �c
CLIENT CODE: WC
CADFILE: 13068CP2
CITY OF WILSON WILSON COUNTY
SCALE(HORZ):
Q Y
ENGINEERING &SURVEYING, PC
AS SHOWN
FIELD BOOK: 323
SEAL ��
EROSION CONTROL
SCALE(VERT):
DRAWN BY: JM, RF
SURVEY BY: TRB, DB
NORTH CAROLINA ZONE:
;.✓. -
- 2,06�` _
V =
moo�r� �
1906 NASH STREET NORTH TELE: (252) 399 -0704
STORM
WATER IMPROVEMENTS
AS SHOWN
-�
WILSON, N.C. 27893 -1726
FAX: [phone]
DETAILS /L S
REVISIONS: 2 NCDENR COMMENTS
5 -5 -2014
License No. C
PIN # SHEET DT2
,,1j111111111111
-1551
www.bartlett.us.com
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// tiS•a''` J — — — — — — — — — — \ PROPOS D RISER \ \
11�
INV IN ELEV= 12" PVC =7115.70'
E13 j,'— \ \ \ \
t �— _ \ 1�^ INV OUT 36" RCP= 115.64' \ \
V OUT 54" RCP= 115.64 \
EE DETAILS) \ \
tl PROPOSED"
INTERFERENCE
w 11 1 PROPOSED 'CB#2
J 11� TOP ELEV= 124.41'
Q I��� 1 \�' \\ INV IN 15' RCP= 120.42'
I 31'
m I ` 1 ? 1 INV 54' RCP= 115.36'
®03 `R 1` 15" RCP
ti— ]�T 54" RCP= 115.25'
EXISTING DITCH WITH
0 yRCP /GABION APRON AND NOTE:
x - ° 1 \Y� PE PR TECTION PUMPED WATER CAN BE
-130 — � �\
/ h�•9 d0\ ppRT�,g�— 1 DISCHARGED INTO PIPES BEFORE
? 1 �` \ HOSE 1 �gil \\ REMOVAL OF EXISTING AND
32_ ` \ \ \ PUMP QEWA7ERING '
\\ ---- -�- - -- ------- - - - - -_ \�� 1 \ \ AFTER INSTALLATION OF NEW
,�•,� i� / — 134 — — �� 1 AT�RING
- _ _ - \ \ \ \ `A, \ N B�G \ PIPES ACROSS PARKSIDE DRIVE.
- - - - - - - - - \ \ \ \ PROPOSED CB�j , 1
A-
-136- — ` \ \ \ \ ` \— \ /28 TOP ELEV= 124.39' zi 11
` -- - - - - -- -- - - - - -- \ �\ N15" R 241
INV INV OUT RCP1.
GRAPHIC SCALE
5D 0 25 50 100 200
POND PLAN VIEW
( IN FEET )
1 inch = 50 ft.
6:1 SLOPE OR FLATTER FROM
PROPOSED NORMAL POOL TO EXISTING GROUND
OUTLET STRUCTURE EXISTING GROUND (PROVIDE W/ ESTABLISHED
6.00' @ 6:1 SLOPE SKIMMER (SEE DETAIL) REINFORCEMENT MATTING) VEGETATION EXISTING GROUND 6:1 SLOPE OR FLATTER EXISTING GROUND
WITH REINFORCEMENT PROVIDED BY _ W/ ESTABLISHED FROM PROPOSED NORMAL W/ ESTABLISHED
5' (MIN.)
MATTING CITY OF WILSON EL.- 123.25' - _ VEGETATION POOL TO EXISTING GROUND VEGETATION
NORMAL POOL EL. - _- ____ -_ --
------------------ - _ __
120.75 _
_ - --
-- — — - — — — — —.J ------- -��_— \ —• — - --- - - - - -- WEIR
54" RCP — � � NORMAL POOL EL.= 120.75 —
PROPOSED LOW Q 1 5' (MAX.) \ 6:1 SLOPE OR FLATTER '
m PO _ �\
FLOW CHANNEL:.: :::::.: : .: ...::,.......:...... ND BOTTOM S -0.42% RCP
�. FROM PROPOSED NORMAL 1
_ `:_:•..; :.., 2.5 (MIN.) 36 R POOL TO EXISTING GROUND
12 PVC
3
ii i ;, u i
------ - - - - -- — 3 i� it
`Q POND BOTTOM EL.= VARIES
Q 1' DEEP SEDIMENT A MACHINE INV.= 116.
\
STORAGE FOR COMPACTED 00'
UPLAND GRADING TEMPORARY DAM
NOTE: ANTISEEP COLLAR
PROFILE SKIMMER TO BE REPLACED WITH TRASH
RACK WITH CONCRETE SUPPORT SECTION
NO SCALE NO SCALE
A 1
PVC ALUMINUM TRASH RACK
INV. EL.= 115.64 WITH ACCESS HATCH BY
POMONA PIPE PRODUCTS ALUMINUM TRASH RACK
ALUMINUM . \ OR EQUAL WITH ACCESS HATCH BY
ALUMINUM TRASH RACK TRASH RACK POMONA PIPE PRODUCTS
WITH ACCESS HATCH BY POMONA FOR WEIR OR EQUAL --
PIPE PRODUCTS OR EQUAL \
1 I I I EL 123.25 I I EL. 123.25
36" WIDE
SLUICE GATE WEIR NOTCH
30
EL. 120.75
48° 48 — —
WEIR EL. 120.75 EL. 120.75 I L EL. 120.75
66" 84 12„ 12" 12° 66— " —�-
ALUMINUM TRASH RACK I 7.61'
WITH SLEEVE BY POMONA
I I I I I I I I PIPE PRODUCTS OR EQUAL 511-
I I I I 12" GATOR GATE
I I I I
MODEL GH -25 12 12 54"
I I I I BY GATOR DOCK 54" RCP
I I I I RCP
& MARINE, INC. I I I
I I I I 36" RCP
INSTALLED PER 36" RCP
MFG. SPECS
I-36" RCP —1 I�54" IRCP� IN 12" PVC
INV. EL. 116.00
I I I I
I I I I EL. 115.64 115.64 EL. 115.64 EL. 11 4
I O I I 0 I
ANCHOR TRASH
RACK INTO 3'X6° �48" I� 4S" � � 83"
CONCRETE SLAB 12" PVC
INV, EL. 116.00
A -J �B
OUTLET STRUCTURE_ - PLAN VIEW SECTION A -A SECTION B -B FRONT ELEVATION ISOMETRIC
C NO SCALE NO SCALE NO SCALE NO SCALE
DATE: APRIL 2014 PROJECT: 13 -068
SCALE(HORZ): CADFILE:13068CP2 CITY OF WILSON WILSON COUNTY
BARTLETT
/ CLIENT W
AS SHOWN FIELD BOOK: 323
ENGINEERING & SURVEYING, PC STORM WA TER PLAN FOREST HILLS LAKE
SEAL �� SCALE(VERTAS SHOWN DRAWN BY: RF
=_ SO1O6 r - SURVEY BY: TRB, DB NORTH CAROLINA ZONE:
\q� = 1906 NASH STREET NORTH TELE: (252) 399 -0704 & DE TA IL S STORM WATER IMPROVEMENTS
REVISIONS: 01 NCDENR COMMENTS 5 -5 -2014 PIN # SHEET DT3
,,����, �`'�'GltJti`� -�` �� \.= WILSON, N.C. 27893 -1726 FAX: [phone]
," S. 6 License No. C -1551 www.bartlett.us.com
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