20110608 Ver 3_full plans_20170419

OWNER...'''',.
JOHNSTON COUNTY
BOARD OF COMMISSIONERS
Final"' prawinq For Review Purposes Only
a - -

CONSTRUCTION SEQUENCE FOR SANITARY SEWER AT STREAM:
1% FLOOD
BOUNDARY NOTE
IT IS PREFERRED THAT THE CONTRACTOR PERFORM THE SEWER INSTALLATION AT A TIME
\ \ \
v
WHEN THERE IS NO FLOW IN THE STREAM. IF NOT POSSIBLE, USE SEQUENCE BELOW.
THE SANITARY SEWER
LINES SHOWN ON
THIS SHEET
EQUALITY: \ \
�
ARE LOCATED IN A FLOOD ZONE "X" AND
A BFE FOR
1. CONTRACTOR SHALL PERFORM THE SEWER INSTALLATION AT A TIME WHEN THE FLOW
MH #23 STA. 30+89.25 BEHIND �
\
THIS AREA HAS NOT
BEEN DETERMINED.
SEE FEMA
IN THE STREAM IS LOW.
= STA. 30+88.76 AHEAD
/� `►
FLOOD MAP 3720162700) EFFECTIVE 05-02-2006
2. CLEAR AND GRUB SEWER EASEMENT AT CROSSING, TAKING CARE NOT TO DISTURBED
/ / i MH-24
MH-23 WATER IG / i STA: 31+51.34
FOR FURTHER INFORMATION.
MORE THAN IS NECESSARY NEAR THE STREAM.
MATTHEWS TRUST '\
STA: 30+89./ 9p T.
e>o
FULLER—SHERRILL
PLACE, LLC
3. INSTALL COFFER DAM AND PUMP UPSTREAM FROM PROPOSED CROSSING. WHEN
162700-45-1561`
\\
162700-64-2832
STREAM FLOW HAS STOPPED, INSTALL ROCK CHECK DAMS DOWNSTREAM FROM PROPOSED
DB 3813 PG 347
�
ROCK CHECK DAM \
ROCK CHECK DAM DB 4691 PG 701
CROSSING. PUMP THE STREAM WATER FROM THE COFFER DAM TO BEYOND THE ROCK
CHECK DAMS. ALL SEEPAGE WITHIN THE WORK AREA SHALL BE PUMPED THROUGH A SILT
BAG PRIOR TO ITS RELEASE INTO THE STREAM.
��\�
� oo
4. INSTALL SANITARY SEWER. CONTRACTOR SHALL PLAN THE OPERATION SO THAT IT IS
J
:M # #
� WETLAND PROTECTION FENCE. °.:f�°°#°;� ,^i��� \ \ \
\
\
AS CONTINUOUS AND EXPEDIENT AS POSSIBLE./
—
— "` \y \ \
_�� �/�
\ \ \
` � \\
� MH-26 SILT FENCE \
STA: 34+43_20\
5. PLACE FILL OVER CROSSING AND STABILIZE THE AREA PRIOR TO REMOVING THE
/
_� � : ;� �} . �# •, . \
COFFER DAM AND CHECK DAM TO BE RE-ESTABLISHED STREAM FLOW.
\
6. INSPECT CROSSING AFTER RAIN EVENTS AND MAKE NECESSARY REPAIRS IMMEDIATELY. \
/ MH-21
STA: 26+68.43
\ �" — \ �\ .//�. // \
— — _
— — — — �•�� e-IO \
�
MH-27
/
/
as \ \ /�4x0o
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35SNE 2
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STA: 36+82.00
/ / \
/
aa• aa,a`W sr _QV /i
0' TEMPpR \ \
27+00 ':� AR NS rRUC710 \
4 sS
12"p
/ / \ — —
— — — < / /
/
A oo \
...4 .__CEMENT ��\v� / NOTE:
28+00 �"s+aa / 92,p
_
12`/�
{ �M�{`}
�O�/ / / 141 gs 12`*$S o �— PERMANENT 30' UTILITY EASEMENT
\ r' / / NARROWS TO 18' IN WETLAND AREA
12'0 29+0 / & 50' TEMPORARY CONSTRUCTION
•�
— —
— — — �O \/ 6x /
30' PERMANUIILI °i EASEMENT NARROWS TO 44' \
/
ENT
7Y EASEMENT
� /50
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_ — 63 7 • 0 �a
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BORE & JACK WITH 60 LF 112"0
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pFR�q��`
\
/ /
■�..� MH-22 STA: 33+28.7
`'d C-900 CL-200 CARRIER PIPE
� '2=�
o / /
STA: 29+01.00
\ \
1?& '`oo
r U�
Ld
/
/ /
SILT FENCE
\ ` G. PAUL SHERRILL, JR
FyF,yT
\ \ 162700-65-3777
J
/
DB 1153 PG 768
\ oto
/ SILT
FENCE OUTLET TYP.
\
24+00N566Cr
STONE CONSTRUCTION
\
+.....-
/
ENTRANCE
11z
/
/
�
( _ - -
LIMITS OF DISTURBANCE
_ _
-20
\
Construction Note:
♦
♦ ��'
STA: 24+18.78
MATTHEWS TRUST
162700-64-2832`
MH-13 BY OTHERS
DB 38133PG PG 33377
MH #23, #28, #29 and #30 shall have
water—tight covers
(see sheet
STA: 23+00.00
SSD-1), rubber boots for pipe connections,
shall be provided
with
an interior water—proof coating or membrane equivalent to
or exceeding products manufactured by Sherman Williams
Sur—Flex 100 mil thickness; Tnemec Company, Inc. Elasto—Shield;
\
or and approved equal; and all exterior
joints shall be wrapped
\
with a minimum 12" wide sealant wrap
equivalent to or exceeding
products manufactured by Conseal Concrete Sealants, Inc.
CS-212 Polyolefin Backed Exterior Joint
Wrap; Sealant System,
Inc. Gator Wrap or an approved equal.
306
306
304
304
302
'
302
300
300
298im
A"t
W I I M
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298
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296
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294
292
292
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290
30
290
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288
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288
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286
0.60%
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185.32
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12"0 SS PPE
284
— —_--
-- --_
\
L=238.80
284
IN,
_
2"0 -900 CL-100
282
282
IN
p�PE
280
50 LF 24"0 STEEL CASING DRY
278
BORE & JACK WITH 60 LF 12"0
278
_
282%
C-900 CL-200 CARRIER PIPE
20SS
276
PIP
276
/
L=
88.25
274
__71-0 SS PIPE
274
\L=2
2.58 0,80
272
_
/
"0 S PIPE
272
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270
270
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2681
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P:\11PROJ\9280\9280—LDDT\dwg\9280A—CONSTI—REVD 11-9-15.dwg 4/26/2016 4:59:32 PM ED
a '
''Lo C��tttttttt,,,""'P.A.2015
Cleveland Area Consolidation
Rev• s °
e
B
Date
November
2015
Scale
Map No.
`J�Q°•C'C/D.°°�'y
`C�
%�yl '�
_ -.
erring u on ssocia es,
ADDRESSED DWQ COMMENTS
09-19-16
TWH
Quo
Bowman Plantation Area
UPDATED WETLANDS ETC
01-18-17
TWH
SERE ®i =
t1 0 �.
Engineers Surveyors Planners Firm License 2310
.
SanitarySewer Pro ect
1;�5, V11-9280A
1 = 50 H
CO #1 - PERMIT DWGS
03-08-17
TWH
-u
1; o.. oz
/ #C
Construction Plans
�� �.. A ;
''�,ti�F' �: •°°s�,���'`
2201 Nash Street NW * Wilson, North Carolina 27896 * [phone]
Cleveland Twsp.,d o Ston Co., N.C.
Sheet No.
CP-1
VIX

30' TEMPORARY CONSTRUCTION EASEMENT
20' PERMANENT UTILITY EASEMENT
EROSION CONTROL SYMBOLS
� \ \ •
MH -33 \ �� \a" EX PUMP STA
STA: 46+61.27 \ o I STA: 46+77.53 WASTEWATER PUMP STATION EMOLITION/REMOVAL IN
\
CONSTRUCTION SEQUENCE FOR SANITARY SEWER AT STREAM:
PROPOSED CHECK DAM
LIGHTHOUSE CLEVELAND SPRINGS, LLC 01 ACCORDANCE
SECTION 02011 OF PROJECT SPECIFICATIONS
PROPOSED TEMPORARY STREAM
\ 162 400 9 66-1733 SILT FENCE' EXIST EOP GLEN ROAD TOWNHOMES
rn ASSOCIATION,
\ ASSOCIATION,INC.I12
IT IS PREFERRED THAT THE CONTRACTOR PERFORM THE SEWER INSTALLATION AT A TIME
WHEN THERE IS NO FLOW IN THE STREAM. IF NOT POSSIBLE, USE SEQUENCE BELOW.
CROSSING - BRIDGEMAT
FULLER-SHERRILL PLACE, LLC 5p \
162700-64-2832 �'� TEMPORA >1 162700-66-3346
DB 4691 PG 701 '�'�:°NSTRUC7I0N
1. CONTRACTOR SHALL PERFORM THE SEWER INSTALLATION AT A TIME WHEN THE FLOW
PROPOSED SILT FENCE
MH -31 E �o \ DB 2669 PG 179
�E�..ASEME t DB 2588 Pc 976
STA: 44+13.53 0...sW�
IN THE STREAM IS LOW.
PROPOSED SILT FENCE OUTLET
\
�° PERMANENT
o UTILITY EgSEMENT �' \ STONE CONSTRUCTION
2. CLEAR AND GRUB SEWER EASEMENT AT CROSSING, TAKING CARE NOT TO DISTURBED
MORE THAN IS NECESSARY NEAR THE STREAM.
TEMP. STREAM CROSSING /
PROPOSED TEMP. STONE CONSTRUCTION ENTRANCE
/�� "' 4 + moo. �, ENTRANCE
_ — — _ / oP 1a 12 *SS C'1
+/
/
3. INSTALL COFFER DAM AND PUMP UPSTREAM FROM PROPOSED CROSSING. WHEN
STREAM FLOW HAS STOPPED, INSTALL ROCK CHECK DAMS DOWNSTREAM FROM PROPOSED
35,x.
2 �� / / \ ,\ ROCK CHECK DAM
CROSSING. PUMP THE STREAM WATER FROM THE COFFER DAM TO BEYOND THE ROCK
ZONE
+/
CHECK DAMS. ALL SEEPAGE WITHIN THE WORK AREA SHALL BE PUMPED THROUGH A SILT
BAG PRIOR TO ITS RELEASE INTO THE STREAM.
\
ZONE — — \ \ '` EXISTING FENCE
X X
\ \�
4. INSTALL SANITARY SEWER. CONTRACTOR SHALL PLAN THE OPERATION SO THAT IT IS
MH 32 \\ ��+\ X -2(
AS CONTINUOUS AND EXPEDIENT AS POSSIBLE.
•r/ ,� STA: 45+U.91 — _ —, �d \
\
5. PLACE FILL OVER CROSSING AND STABILIZE THE AREA PRIOR TO REMOVING THE
LT FENCE
/,• / 50 LF 24+. t� STEEL CASING p
COFFER DAM AND CHECK DAM TO BE RE-ESTABLISHED STREAM FLOW.
.**,,,..x*, \
% "
BORE & JACK WITH 6 F 1 !d '�� \
x ` LPIPE
6. INSPECT CROSSING AFTER RAIN EVENTS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
/,� • ' " ` w : • 'x" " x\ ' \"a"� / /�/ \ C-900 CL- 00 CARRIE \
• %•
TOTAL DISTURBED AREA
' `" • i' �'
2.86 AC,
NOTE:
r ' " �' �� \ ✓ / \ \
UTILITY CONTRACTOR SHALL NOT ENCROACH INTO
. • - ,� — — — _ \
%
x*•%% ' ;�:. • ' ' �/
ZONE 1 OF THE 30' PERMANENT UTILITY EASEME
• %.%.„µ: :.' -
• \�\ \ \ \ \
x{” `"' F `• •' ',`PERMANENT 30' UTILITY EASEMENT \ ?0' \
SITE LOCATION COORDINATES
WETLAND PROTECTION FENCE
' : x�;• :; x; x :/;: Y;' NARROWS TQ 20' IK WETLAND A EA, \ \/� _ _ \ EX- RCP
•• ;�Ma • /
1% FLOOD BOUNDARY NOTE
LATITUDE = 35.60706°
Rw;
;, .: � 7 _ _
H-28 V�IAYER-T� T ,%, ��.\" w: �°�: ;;�: �`/ \ — —EX 3^0'\RCP
THE SANITARY SEWER LINES SHOWN ON THIS SHEET
LONGITUDE _ -78.57533 °
SQA +84.22 / '' PROTECTION FENCE �U� \
:SILT FENCEx= ti� _ F \ FULLER-SHERRILL PLACE, LLC \ \
\
ARE LOCATED IN A FLOOD ZONE "X" ANDA BFE FOR
x . x
* '
a' LL/ L ��2 \ 162700-64-2832 \
tittvL 4691 PG 701 \/
THIS AREA HAS NOT BEEN DETERMINED. SEE FEMA
.xx•*•"""x
" x '
1+ *w' ^ `-DB
FLOOD MAP 3720162700J EFFECTIVE 05-02-2006
WATER IGHT, ;;::'.=x^;,•
'STA: 38+67.
/ —
FOR FURTHER INFORMATION.
..
:: % % " ; ` ` %
as
iM�" " • „ :-r.
i� 0' PER WENT UTILITY EASEMENT \—
Z..s.
°�,COSS
*'
� `
SN
w�o� H-30 WATER–TIGHT • ` „„ BENCHMARK EL. 300.32 \
STA: 41+75.38 GARLAND P. SHERRILL, JR X' CHISLED IN TOP OF 30" RCP
BARBARA S. SMITH \ \
PRS
SILT FENCE \ 162700-65-3777
\
DB 3813 PG 337
CONSTRUCTION SEQUENCE:
Q
SILT FENCE OUTLET TYP. \
1. NOTIFY NCDEQ-DEMLR (RALEIGH, INC OFFICE) 48 HOURS IN ADVANCED OF
Nps:
ANY LAND DISTURBING ACTIVITIES.
PERMANENT 30' UTILITY EASEMENT
NARROWS TO 18' IN WETLAND AREA
LIMITS OF DISTURBANCE \
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING, SILT FENCE OUTLET,
& 50' TEMPORARY CONSTRUCTION
\
\ \
CHECK DAM & TEMPORARY STREAM CROSSING (WHEN NEEDED) AS SHOWN ON PLAN.
EASEMENT NARROWS TO 44'
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
5. UPON DISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
6. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
314
314
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
312
312
8. AFTER SITE IS STABILIZED, CONTACT NCDENR-DEMLR (RALEIGH, NC OFFICE) FOR
APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL MEASURES.
310
310
9 ALL TEMPORARY S&E MEASURES SHALL BE REMOVED AT END OF CONSTRUCTION OF
THE PROJECT.
308
308
��1 n
306
306
304
o
c
304
Construction Note:
z
302
MH #23, #28, #29 and #30 shall have water–tight covers (see sheet
1.302
=16'27
SSD -1), rubber boots for pipe connections, shall be provided with
12-11 SS PIPE
an interior water–proof coating or membrane equivalent to
300
/
300
or exceeding products manufactured by Sherman Williams
Sur–Flex 100 mil thickness; Tnemec Company, Inc. Elasto–Shield;
298
/
298
or and approved equal; and all exterior joints shall be wrapped
_
_
with a minimum 12" wide Sealant wrap equivalent to or exceeding
296
--
—J
296
products manufactured by Conseal Concrete Sealants, Inc.
- — — — — — _
_ — — — _
1 s12a•
CS -212 Polyolefin Backed Exterior Joint Wrap; Sealant System,
1 00
Inc. Gator Wrap or an approved equal.
294
\ I 1 0
294
\
All sedimentation – erosion control for the area shall be strictly
292
-41 0 LF 24"0 STEEL
292
adhere t o .
CASING DRY BORE & JACK
= 38 0.60% 12"0 PIPE
All areas immediately adjacent to the wetland area shall be
290
6.16 0.60% 12"o C 00 C
290
restored to pre–construction conditions.
288
"0 SS PIPE
288
Wetland disturbed area along and within the sewer line easement
shall be seeded with an approved wetlands mix.
L=20 .900AWA
00
286
^ o N
286
+CON
MZ_
284
Naz z
284
282
282
280
280
HERRING -SUTTON & ASSOCIATES, P.A.
278
278
276
276
FINAL PLANS_
274
"n
��
00 o `°
OaiN N N 1� N
274
ISSUED FOR CONSTRUCTION
•�N
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272 tq
NM Z8
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272
270 ~ zz
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F - F- F z
270
ISSUE DATE: JANUARY 25, 2017
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CO n OD n to CG CG 00 d VSN C WS C4 r•I
0 0 Of CA
N N N N
O O CA W O) Ol W
N N N N N N N
CA 0) Ol W O 01 CA O) Ol W O O O Q O O O O Q O O O O O O O
N N N N N N N N N N M M M 8 M M M M �7 M M M M M M M
38+50 39+00
39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50
50 0 50 100 150
P:\11PROJ\9280\9280-LDDT\dwg\9280A-CONSTI-REVD 11-9-15.dwg 4/26/2016 4:59:32 PM ED
�/li '�,�
Cleveland Area Consolidation
Revision
to
B
Date November 2015
ADDRESSED DWQ COMMENTS
09-19-16
TWH
•
cale
Ma No.
`�•`����%
- �
Herr015
inon P.A.• •
-
8ownan Plantation
Area
ADDRESSED JOHNSTON CO COMMEN
S 01-18-17
7NH
�
SES_-� -
o =
Engineers Surveyors Planners
l..icense
2310
•
SanitarySewer Pro ect
- tT
1" = 5' r
1" = 50' H11
-9280A
CO #1 -PERMIT DWGS
03-08-17
TWH
_ _ _
/Firm #C
COnstrLlCtlon
Plans
�: "'SJ,�.`�'
2201 Nash Street NW * Wilson, North Carolina 27896 * [phone]
Clevelandrsp. d osto� Co. N.C.
Sheet No. CP -2
VLK
`

CAR°`%
SEAL
�:. I0180
LOT #23
DUCHESS
V I� DOWNS r-- �r
PB 15 P 43 looust� Dow
�y1 / LOT #24 \ N/F Ej /
DUCHESS
WILLIAM STEEL LANE
PB1A/PP 43 DB 1716 P 95 /
WILLIAM STEEL LANE
lw JR.
--- DB 1716 P 95
STA: 2+86.36 PROP MH 104
STA: 2+88.84 \ LOT #22 'Ger
PROPOSED 15" SAN SEWE TOpM244 OFFSET: 6.51' L DUCHESS
/ LOT #25 \ INV 237.10 (IN) DOWNS
DUCHESS PROP MH 103 INV 237.03 (OUT)
>c A PB �j�FP 43 LOT #21
DOWNS STA: 1+ 21 ,!, - R0 BARBARA ANDERSON DUCHESS
47F OFFSET: 5.0 L ,�,.�.�
PB 3 5 P / DB 1891 P 936 / DOWNS
BOONE LIVING TRUST a G" �� a� o'O
/ DB 2632 P 196 �~ b F D�sl Zak " \ PB 1`/ 43
��_ N �t p / BARBARA ANDERSON PROP MH 102. '� 243 0 s PROP MH 105 DB 1891 p 936
STONE CONSTRUCTION 9 STA: 0+57.3Fkrr STA: 4+40.57
ENTRANCE i It OFFSET: 3.39 ��w /
PROP MH 101. oa43' o OFFSET: 3.09 L
STA: 0+10.81 ,�1"
STA: 1+57-64 �� �. D. ROCK CHECK DAM
OFFSET: 3.37' L s v TOP 245.40 EXISTING 8" SAN SE
INV 236.48 (IN) rNr �w * � �+rR ttele►a aWr�>s r�rwA err ,Oman
INV 236.30 (OUT) ,� 2s 9 ' _ _ 6+00
WELL SITE ..B,. - M = .m c L dy -6�
X BFP w/ ELEV 245.40 WP
DUCHESS a 1 ry�9 � FAUCET a
SFA: 0+63.78
DOWNS
z
Co.- EX ? ' u, � EX MH z LIMITS OF DISTURBANCE � ��"�� .. a
iITr EASEwIENr
PB 43 ~~ 1 TOP 241.98 T1L�17IV
roq �� INV 235.94 (IN) MAP 8pq( $g PAGE 5
HEATER UTILITIES INC 9
zx �,� INV 235.86 (OUT) _
DB 1918 P 758 1 SILT FENCE OUTLET TYP STA: 4+34.43
4• STA: 0+00 S i LT FENCE TOP 24-4.01 EX MH 5 BANK OF DITCH
y �X INV 23,299 (IN) SILT FENCE WINDOW (TYP)IC
nn CONC PAD w/1�X MH 1 SILT FENCE INV 237.87
TRIC 19
CON ELEC
PAD W/ EQUIPMENT (® �� STA) NSF
GENERATOR � TOP 240.43 BOONE LIVING TRUST
_ INV 233.47 X J. FLETCHER BOONE _
-
NV (OUT)
DB 2632 P 43
�l
250
248
246
244
242
L=46.55 2.92% 240
16"0 SS C900 -CL 100--,
L=11.36 8.22% 23611
16"0 SS C900 -CL 100
I
I I J
II%
I II L= 39.85 0.45%
L=9599 0,35% I I 1 eo S C90o-CL 1 0
16-0 SS logoo-CL 100
0.06% EX 8"0 SDR -35
L=126.72
=2 SS SDR -35
'
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�16"! SSI !900 -CL 100 I
L-148.16
EX 8.0 SI SDR -35
ASEWER STUB
c,Q1
234
EX MH 6
EX
1 k'-'"•'
6X$455
232
INV 240.99 (OUT)
I
i �
BANK DI ICH
JI61TCH
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230
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O Z Z
DATUM ELEV
t~!1
225.000
N N
I
I I J
II%
I II L= 39.85 0.45%
L=9599 0,35% I I 1 eo S C90o-CL 1 0
16-0 SS logoo-CL 100
0.06% EX 8"0 SDR -35
L=126.72
=2 SS SDR -35
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
Herring --Sutton, & Associates, P.A.
Engineers -- Surveyors - Manners / Firm License #C-2314
2201 Nash Street NW * Wilson, North Carolina 27896 * [phone]
2015 Cleveland Asea Consolidation
Sanitary Sewer Project
ClevelandP*q Jbston Co., N.C.
1 LOT #20
! DUCHESS
DOWNS
! PB WIFP 43
f BARBARA ANDERSON l
DB 1891 P 936
1 l
�m
f w 1
.orf PROP MH 106
4 STA: 6+52.40 25' u1,uTY �°M;
OFFSET: 5.99' L- .--� �00K g9 PAs 95
i PROPOSED 12"
ASEWER STUB
;+T3'.47 -
5T : T=47-
EX MH 6
EX
1 k'-'"•'
3 l INV 241.09 (IN)
I I
INV 240.99 (OUT)
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TOP 248.23
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INV 241.81 (IN)
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Herring --Sutton, & Associates, P.A.
Engineers -- Surveyors - Manners / Firm License #C-2314
2201 Nash Street NW * Wilson, North Carolina 27896 * [phone]
2015 Cleveland Asea Consolidation
Sanitary Sewer Project
ClevelandP*q Jbston Co., N.C.
1 LOT #20
! DUCHESS
DOWNS
! PB WIFP 43
f BARBARA ANDERSON l
DB 1891 P 936
1 l
�m
f w 1
.orf PROP MH 106
4 STA: 6+52.40 25' u1,uTY �°M;
OFFSET: 5.99' L- .--� �00K g9 PAs 95
i PROPOSED 12"
ASEWER STUB
;+T3'.47 -
5T : T=47-
EX MH 6
EX
1 TOP 247.67
3 l INV 241.09 (IN)
INV 240.99 (OUT)
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.
BANK DI ICH
JI61TCH
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TOP 248.23
INV 241.81 (IN)
INV 241.73 (OUT)
250
248
n
I I
246
244 L=6.09
0.50X
16"0 SS C900 -CL 100
L=113.71
240 0.72%
EX 8"0 SS
238
236
234
0
^o.oa
�.•yfO�N
W N z b
NozZ
228
226
DATUM ELEV
.225.000
Duchess Downs Area
Construction Plans
19� FLOOD BOUNDARY NOTE
THE SANITARY SEWER LINES SHOWN ON THIS SHEET
ARE LOCATED IN A FLOOD ZONE "X" AND A BFE FOR
THIS AREA HAS NOT BEEN DETERMINED. SEE FEMA
FLOOD MAP 3720162700J EFFECTIVE 05-02-•2006
FOR FURTHER INFORMATION.
TOTAL DISTURBED AREA
0.70 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.59791°
LONGITUDE _ -78.58536°
EROSION CONTROL SYMBOLS
0-0"0 PROPOSED SILT FENCE
D PROPOSED SILT FENCE OUTLET
PROPOSED TEMP. STONE CONSTRUCTION ENTRANCE
-CQNSTRUCTI IN SEQUENCE:
1. NOTIFY NCDEQ-DEMLR (RALEIGH, NC OFFICE) 48 HOURS IN ADVANCED OF
ANY LAND DISTURBING ACTIVITIES.
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING & SILT FENCE OUTLET
AS SHOWN ON PLAN.
S. COMMENCE SELF MONITORING ACTWMES AND CONSTRUCTION.
5. UPON DISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCE.
6. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS TO BE SEEDED/SODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
8. AFTER SITE IS STABILIZED, CONTACT HCDENR-DEMLR (RALEIGH, INC OFFICE) FOR
APPROVAL PRIOR TO REMOVAL OF SEDIMENTATION CONTROL MEASURES.
9 ALL TEMPORARY S&E MEASURES SHALL BE REMOVED AT'END OF CONSTRUCTION OF
THE PROJECT.
CONSTRUCTION NOTES:
1. MANHOLE #101-106 SHALL BE WATER -TIGHT AS SHOWN IN CONSTRUCTION
DETAILS (SHEET SSD -1).
2. EXISTING 8- SANITARY SEWER AND MANHOLES TO BE ABANDONED BY
CONTRACTOR BY THE FOLLOWING ABANDONMENT MEASURES:
1 -PLUG BOTH INVERT IN AND OUT WITH BRICK AND CONCRETE
2 -REMOVE EXISTING MANHOLE CONES TO A MINIMUM OF ONE (1) FOOT
BELOW FINISH GRADE FILL MANHOLE INTERIORS WITH EXISTING
INSITU SOIL
3. PRIOR TO COMMENCING CONSTRUCTION ON LOT #24, CONTRACTOR IS TO
NOTIFY PROPERTY OWNER, WILLIAM S. LANE (919-417-2815) SEVEN (7)
CALENDAR DAYS IN ADVANCED SO THAT HE CAN MOVE LIVESTOCK AND
ELECTRIC FENCE.
4. PRIOR TO COMMENCING CONSTRUCTION ON LOTS #20-22 CONTRACTOR
SHALL NOTIFY PROPERTY OWNER AGENT, MR SATTERWHITE (919-239-9826)
SEVEN (7) CALENDAR DAYS IN ADVANCE $O EXISTING ABANDONED
VECHILES MAY BE MOVED.
5. NEW SANITARY SEWER TO HAVE A MINIMUM COVER OF 3.0.
6. RE -GRADE EASEMENT AREA TO ACHIEVE AND MAINTAIN POSITIVE DRAINAGE.
FINAL DESIGN
Not Released
For Construction
50' 0' 50' 100' 150'
P:\15PROJ\9280A\9280A-LIDDT\dwg\0280A-CONST PLAN.dwg 3/9/2016 8,,26:46 AM EST
Remol ate8 Date November 2015
ADDRESSED DWQ COMMENTS 09-19-16 TWH Scale Map No.
1" = 50' (HORZ) 9280A-3
1" s 5' VERT
Sheet No. CP -3
twh

so
/ GAYLE S. MATTHEWS ET AL
DB 4563 PG 626 '
PIN 1624--•64-1821 STA: 4+67.17
MANHOLE #3
\SILT FENCE
STA: 2+96.89
SILT FENCE OUTLET TYP. MANHOLE #2
no
CLEVELAND V11_LAGE, LLC
DB 2626 PG 870
PIN 1627-75-6538 -
�•�••�;�:.�� •`
�� _::4'��: �-����-�'' Awa` ���������-�������������•'--
GRANVILLE M. TILGHMAN
DB 1710 PG 244
PIN 1627-75-884-1 ` ; Q . • ..:_::_
DISTURB ASPHALT9 INSTALL
-----(LIMITS OF DISTURBANCE
SEWER, BACKFILL WITH ABC N/F
/ STONE IN TOP 12" IN ONE 2 \ GAYLE S. MATTHEWS ET AL
HR. PERIOD WITH NO RAIN�s flB 4563 PG 626
EREDICTED.. �J PIN 1624-.64•-1821
60 LF 16"0 PVC CASING
*A . '//� I%/ C-900CLASS 100
[in
51 A: UtUU
EK MANHOLI
TOP 319.66
INV 313.60
WASTEWATER PUMP STATION
DEMOLITION/REMOVAL IN
ACCORDANCE SECTION 02011
OF PROJECT SPECIFICATIONS
STONE CONSTRUCTION /
ENTRANCE /
F
N
l / CO MMR
LOI�NsroN
* / LIMITED PARTNERSHIP
EX WETWELL / DB 4104 PG 596
TOP 319.97 / PIN 1624-.•76--1467
INV 303.62
/ DISTURB ASPHALT, INSTALL
\ SEWER, BACKFILL WITH -ABC
. � / • / STONE IN TOP WITH NO RAIN 2
\ • / PR� CT IOD
N/F � / NAF
GRANVILLE M. TILGHMAN / LARRY WAYNE JOHNSON
OB 1710 PG 244 / DB 4135 PG 398
PIN 1627-75-8841 / PIN 1624••-76--4830
/
N/F
GAYLE S. MATTHEWS ET AL
DB 4563 PG 626
PIN 1624--64--1821
r
LA: 7+63.77 •`••f•*•�•'�
ANHOLE #4 / • •
N9
C�
SILT BAG
-
�f�
.STA: 9+27.03
7 EX MANHOLE—
}*P 313.61
INV 308.31
SILT BAG
Herrin -Sutton. & Associates, P.A.
deers - surveyors -�- Plsmem / firm I,i�oense #C--2314
2201 Nash Street NW * Wflson, North Carolina 27898 * [phone]
2015 Cleveland Area Consolidation
Sanitary Sewer Project
Cleveland MR., Johnston Co., N.C.
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24
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.is
Its
34
Pit
110
as
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04
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Glenbrook Meadows, Area.
Construction Plans
EROSION CQUIROL SYMBOLS
I 7 PROPOSED SILT SAG
••'*'G PROPOSED SE.T PENCE
. PROPOSED SILT FENCE OVTLET
PROPOSED 7EI11P. STONE CONSTRUCTION EN7RANCE
T
TOTAL DISTURBED AREA
1.06 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.606210
LONGITUDE -78.57004°
CONSTRUCTION SEQUENM-
1. NOTIFY NCDENR-DEMI! R (RALEIGH, NCOFFlCE) O 919--"1--4x00 48 HOURS IN
ADVANCED OF ANY LAND DISTURBING =ES.
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING. SILT FENCE OUTLET
SILT BAG AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
4.. UPON DISTURBING AN AREA. CONTRACTOR SHOULD OWE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCL
B. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATK}NS.
7. ALL DISTURBED AREAS TO BE SEEDED^ODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
8. AFTER SITE IS STABILIZED. CONTACT NCDEQ-DEMLR (RALEIGH, NC OFFICE) O
918--791-4200 FOR APPROVAL PRIOR TO WMOYAL OF SEDIMENTATION CONTROL
MEASURES.
9 REMOVE THE EROSION CONTROL. MEASURES ONCE PERMANENT GROUND COYER HAS
BEEN ESTABLISHED -
TM
Final Drawing For Review Purposes Only
Not Released for Construction
40' 0 AW 80' 12C
P.\iDPROA4M4\"4$84-1,DDr\d*cj\-4884A- CONST PLANS SEWER EXT REV 11-9--15.,dwq 7/2/2016 2:04:29 PM WT
Reoyfi6onDate: November 2015
SM Cods 07 -VO -10 »
Scale : Map Na.
1" = 40' 2010—Ir4884A
Sheet No. CP --4
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Herrin -Sutton. & Associates, P.A.
deers - surveyors -�- Plsmem / firm I,i�oense #C--2314
2201 Nash Street NW * Wflson, North Carolina 27898 * [phone]
2015 Cleveland Area Consolidation
Sanitary Sewer Project
Cleveland MR., Johnston Co., N.C.
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Glenbrook Meadows, Area.
Construction Plans
EROSION CQUIROL SYMBOLS
I 7 PROPOSED SILT SAG
••'*'G PROPOSED SE.T PENCE
. PROPOSED SILT FENCE OVTLET
PROPOSED 7EI11P. STONE CONSTRUCTION EN7RANCE
T
TOTAL DISTURBED AREA
1.06 AC.
SITE LOCATION COORDINATES
LATITUDE = 35.606210
LONGITUDE -78.57004°
CONSTRUCTION SEQUENM-
1. NOTIFY NCDENR-DEMI! R (RALEIGH, NCOFFlCE) O 919--"1--4x00 48 HOURS IN
ADVANCED OF ANY LAND DISTURBING =ES.
2. INSTALL STONE CONSTRUCTION ENTRANCE, SILT FENCING. SILT FENCE OUTLET
SILT BAG AS SHOWN ON PLAN.
3. COMMENCE SELF MONITORING ACTIVITIES AND CONSTRUCTION.
4.. UPON DISTURBING AN AREA. CONTRACTOR SHOULD OWE THE DISTURBED AREA
TO DRAIN TOWARD THE SILT FENCL
B. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATK}NS.
7. ALL DISTURBED AREAS TO BE SEEDED^ODDED WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITIES AND ALL SLOPES
GREATER THAN 3:1 ARE TO BE SEEDED WITHIN 7 CALENDAR DAYS.
8. AFTER SITE IS STABILIZED. CONTACT NCDEQ-DEMLR (RALEIGH, NC OFFICE) O
918--791-4200 FOR APPROVAL PRIOR TO WMOYAL OF SEDIMENTATION CONTROL
MEASURES.
9 REMOVE THE EROSION CONTROL. MEASURES ONCE PERMANENT GROUND COYER HAS
BEEN ESTABLISHED -
TM
Final Drawing For Review Purposes Only
Not Released for Construction
40' 0 AW 80' 12C
P.\iDPROA4M4\"4$84-1,DDr\d*cj\-4884A- CONST PLANS SEWER EXT REV 11-9--15.,dwq 7/2/2016 2:04:29 PM WT
Reoyfi6onDate: November 2015
SM Cods 07 -VO -10 »
Scale : Map Na.
1" = 40' 2010—Ir4884A
Sheet No. CP --4
I

STANDARD MANHOLE
RING AND COVER
USE 4 EA. 1@' S.S. EXPANSION ANCHOR
BOLTS TO BOLT FRAME TO SPACER.
g• USE ROPE MASTIC SEAL BETWEEN
8' MAX, FOR SPACER FRAME AND SPACER.
••4
Z -(r • 3!.o- MANHOLE STEPS
OR aV-T
a
ECCENTRIC
TAPER UNIT
* JOINTS SHALL BE SEALED
` WITH A RUBBER O-RING
A , ; GASKET OR ROPE MASTIC SEAL.
cc CEMENT GROUT ALL JOINTS
INSIDE AND OUT
a RISER UNIT
S 4' DLA. MIN• 5'
1Y2'.12' SLOPE
ON ALL INVERTS BASE UNIT
.y
r.
EXTENDED BASE BRICK & MORTAR INVERT
(IF REQUIRED)
12' 1rLN.
• s -4
WIDTH AS
REGUIREO
MIN. 6' GRAVEL BEDDING
NOTE:- 18' & DEEPER - 5' DIA.
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
PSI -PF OR APPROVED 1E QUAL.
POLYPROPYLENE PLASTIC STEP
NOT TO SCALE
USE MIN.4 EA. 31rANCHOR
13OLTS TO SECURE FRAME TO MANHOLE
IN NON -TRAFFIC AREAS OR RAISED MANHOLES
NOTE:
IN LIEU OF INSTALLING CAST IRON VALVE BOXES,
CAPS CONTAINING LOCATE DEVICES CAN BE USED
WITH A CONCRETE PROTECTOR RING.
Q Q D
© ©I3 113 ©
CAST IRON VALVE BOX
� 0© 13 D Q 13
r WI CHARLOTTE HUB OR
13 © 13 I3 13 ©
CONC. DOUGHNUT' &
© ©DDD Q U
ELECTRONIC CLEAN OUT
MARKER
©O D O D
STD. MANHOLE Q n
CLEANOUT PLUG AND CAP
RING & COVERLAB
"SANITARYwSANITARY SEWEW
FRAME & COVER
• � 1
COVER
FINISHED GRADE USE MIN. 4 EA. 318' ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
1.5' MIN.
BASE COURSE BASE COURSE
STD. MANHOLE
' RING & COVER
RAM-NEK
COMPACTED a
SEALANT COMPACTED FILL
FILL • a ,� • .
NOTE: CONCRETE ENCASEMENT SHALL ONLY
FRAME BE USED IN AREAS WHERE COVER IS TO BE
FLUSH WITH PAVEMENT OR CONCRETE.
CONCRETE ENCASEMENT SHALL NOT BE USED
IN NON -TRAFFIC AREAS AND ABOVE GRADE
INSTALLATIONS.
STANDARD MANHOLE FRAME & COVER
NOT TO SCALE
BUG
1CREE1
'E 316
TNI
NO'T'E:
VENT TOP TO BE V AE
100 YEAR FLOOD ELE1
r SCHEDULE 40 PVC,
TYPE 304 S.S. OR,
TYPE 316 S.S.
NON -SHRINK
GROUT
FLAT TOP MANHOLE
WATERTIGHT
FRAME & COVER
FINISHED GRADE VARIES
3" PVC WALL
SLEEVE
CONE TOP MANHOLE
TYPICAL VENTED MANHOLE
NOT TO SCALE
STOP AT RNV
PLUG
4r PVC VERTICAL
- 4' SWEEP WYE
r SERVICE LINE
_00 WYE BRANCH
SLOPE MIN. 1%
NOTE_
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF RNV DUE TO PHYSICAL CONSTRAINTS.
4NITARY TEE
LAME MATERIAL
S MAIN)
SANITARY SEWER
MAIN
TYPICAL SEINER SERVICE CONNECTION
NOT TO SCALE
STD. MANHOLE
RING & COVER
LABELED
`SANITARY SEWER'
■ r ■ ■ ■ ■ r
I w■ w a r
USE MIN. 4 EA. Wr S.S. EXPANSION ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
IN NON -TRAFFIC AREAS OR RAISED MANHOLES
1"x1"k1" LUG REQUIRED (TYP.)
PIAN - TOP SLAB
8'
"MAX
4 EA. #4 BARS
STAGGER Q 16' O.C.
4 @ 6' O.C. TEA. WAY
TOP & BOTTOM FOR
RAFFIC LOAD CONDITIONS)
USE 4 EA. V ANCHOR BOLTS
TO SOLT FRAME TO SPACER.
USE ROPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
1:24
CONCRETE
04 @ 1:V O.C. EA. WAY ._.& SECTION
MIN. 6" GRAVEI. BEDDING
TYPICAL SHALLOW MANHOLE
NOT TO SCALE
4 EA. S.S. HEXHEAD BOLTS REQUIRED \ /
FOR LOCKDOWN WITH 118" FLAT RUBBER
FRAME & COVER GASKET
r
COVER
FINISHED GRADE USE MIN. 4 E.A. 112" S.S. EXPANSION ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
BASE COURSE BASE COURSE
:&�D
. MANHOLE r
G & COVER
B'tiniv
(-'1 M•NEKsALANT COMPACTED FILL
COMPACT7»D FILL
•
FRAME
LOCKABLE I WATER TIGHT MANHOLE FRAME & COVER
NOT TO SCALE
SLOP
PLAN
TYPICAL MANHOLE INVERT
NOT TO SCALE
Final Drawing - For Review Purposes Only
Not Released for Construction
,.•''�H, ..F.,,ri''-., • � Consolidation Date November 2Q15
.,,r,■. 2015 Cleveland AreaHerd . Sutton &.Associates P.A.scare : �a� N©.
steal No Scale 2015—-9280A
_ LSA ger _ Surveyors - C-2310 SanitarySemwer Pro a ctFo �$ / eneConstruction Detaile
Y
2201Nash Street NW a Wilson,L. C; I ClevelmdNorth Carolina 27896 � [phone] Townsbdp, JolxnAonCount, NC � Sheet No. SSD—
i
- '+Illtllllti`

NOTE:
HAND PLACED _ _ _ _ _ 1. PIPE SIZE FOR DROP TO EQUAL INFLOW
DENSELY COMPACTED I _ - - — -- _I� SEWER PIPE SIZE.
BACKFILL TO 1 FT. _ _- -�_- - 2. FITTINGS FOR DROPS SHALL BE C-900 OR
ABOVE TOP OF PIPE y I I. I - - SCHEDULE 80 PVC.
- - 3. SAW -CUT OR DRILL ALL HOLES FOR PIPE AND TRENCH WALL
TRENCH WALL BEDDED PIPE PIPE BOLTS.
I O -D- D14 4. DROP -MANHOLE MANDATORY WHEN
- - DIFFERENTIAL BETWEEN INVERTS IS
MINIMUM STONE I
EMBEDMENT AS GREATER THAN 30".
INDICATED. GREATER IF EXISTING POTABLE WATER LINE
EXISTING STORM PIPE REQUIRED BY DIAMETER VARIES
MANUFACTURER
1y2pIPj STANDARD MANHOLE
SHAPED STONE O.D. RING & COVER
TO PROVIDE BEARING z4"+o.D. MAX
ALONG ENTIRE LENGTH !2"+O.D.MIN.
OF PIPE BARREL SANITARY SEWER
(0'-10' DEPTH) y
PIPE LAYING
NOTE: CONDITION "A" I a STANDARD PRECAST MANHOLE
24" MIN. CLEARANCE C-900.MUST BE USED FOR A a
DEPTHS OF 14 - IS FEET OR _
DUCTILE IRON PIPE AT DEPTHS 18"MINIMUM SDR -35 OR C-900 _
DI OR C900 CLASS 100 OF 18 FEET AND GREATER. MANHOLE STEPS ° 1 I f VERTICAL SEPERATION CL 100 SANITARY SE I I
—I I a
SANITARY SEWER I I s-WMIN. DIA rl 11 I
-111 II II 1!
HAND PLACED
1 I DENSELY COMPACTED _- -_ 1 _ _ - _L~ = LUG TEE ` RUBBER BOOT
BACKFILL TO 1 FT. I I _ - — - I OR CAP
If1 II-- --- ^II II
ABOVE TOP OF PIPE
_ 1 I MINIMUM STONE - p Y'x 2" S.S. PIPE
EMBEDMENT VABOVE Off- Ort SUPPORTS 8' MIN.
8" MIN.I I I I PIPE. GREATER IF Dom• I 1-_ UNDISTURBED SOIL
UNDISTURBED SOIL BY
MANUQFACTURER
UIRED RUBBER BOOT �Byc GROUT
—III—III--I ! I I I I I I! 11 1----1 1 1 1 1 1 11TO SLOPE TYPE 316
EXPANSION ANCHORS
BEDDED PIPE it MIN. 112 -MIN.
12" MIN. 12" MIN. SHAPED STONE O.D. o 90' BEND
A
TO PROVIDE BEARING za"+a.D. MAX. a . ,
ALONG ENTIRE LENGTH
12"+O.D.MIN. ° ' a
UNIFORM STONE #57 OF PIPE BARREL SANITARY SEWER 4 UNIFORM STONE #57
(10'-18' DEPTH) NOTE:
DUCTILE IRON SHALL PIPE LAYING 1 JOINT OF BOTH POTABLE WATER LINE AND SANITARY
NOTE:
SEWER LNE SHALL BE CENTERED OVER EACH OTHER. IF
10" AL EITHER CONDITION G LESS THAN 18" VERTICAL SEPERATION CAN NOT BE OBTAINED
EXTEND 1IRO
THE LINE BEING INSTALLED SHALL BE ENCASED IN A
SIDE OF THE STORM PIPE. INSIDE DROP MANHOLE
WATERTIGHT CASING WHICH EXTENTS 10 FEET ON BOTH
1 SIDES OF CROSSING, MEASURED PERPENDICULAR TO THE
NOT TO SCALE
POTABLE WATER LINE. CASING MATERIAL CAN EITHER BE
STORM SEWER CROSSING DETAILS PIPE LAYING CONDITIONS STEEL ORC-9OOCLASS 10oPIPE.
NOT TO SCALE NOTTOSCALE POTABLE WATER 1 SEWER CROSSING DETAILS
NOT TO SCALE
c
HAND PLACED
DENSELY COMPACTED - - - - -
BACKFILL TO 1 FT. - - - — - -
ABOVE TOP OF PIPE
BEDDED PIPE PIPE TRENCH WIDTH NOTES:
o ti 4 NATIVE TOPSOIL RESTORED
TO ORIGINAL GRADE AND SEEDED 1. EXISTING TOPSOIL SHALL BE REMOVED
WITH WETLAND SEED MIXTURE. STOCKPILED AND PROTECTED FROM
ALL BE
SHAPED SUBGRADE - - REPEPLACEDA11ON AND SH
AS TOPSOIL AFTER UTILITY
R
TO PROVIDE BEARING UNDEVELOPED AREAS BACKFILL INSTALLATION.
_ REMAINING PORT10it OF
ALONG ENTIRE LENGTH MAX 12
OF PIPE BARREL j� PIP To TRENCH IN MAX DENSITY. FT5
O.D. 24"+ O.D. MAIC NOTE: PIPE SHALL BE BEDDED UP TO I I=III—III I I 2. ANTI -SEEP COLLAR SHALL BE PLACED AT THE
12"+ O.D. MIN, SPRING LINE AND MINIMUM 4" BELOW III DOWNSTREAM WETLAND BOUNDARY AND A
$ANTI RY SEWER BOTTOM OF PIPE WHEN WET AREAS ARE -
�I = I I —III—I / MIN. SPACING 4F 150' UP THE GRADIENT UNTIL
(DUC IT, IRON ONLY) ENCOUNTERED. _I I i ISI THE UTILITY Oars THE WETLAND BOUNDARY
�— I — I i FOR F LLLENGT18" 182 WIPP E UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
(0 -1 DEPTH) HAND PLACED w . • .� I i 3" ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH
PIP LAYING DENSELY COMPACTED - - - 18 MIN. I I ti •. • �. •' ••� CLASS B CONCRETE SPECIFIED
CON ITION "C" 1 — — — - - - • • • .• j CLAY HAVING A SPECIFIC DISCHARGE OF COMPACTED CLAY CLASS B CONCRETE. PVC
BACKFILL TO 1 FT. • • • . = i BELOW OR WITH WITH IMPERMEABLE
_ OR METAL COLLARS. WETLAND CROSSINGS THAT
ABOVE TOP OF PIPE - I I ( I I 1 X 1 0 CM/SEC OR LESS.
_ —_ -_ _- T� UNDISTURBED EARTH UNDISTURBED _ r • t s ; 5 ARE DIRECTIONALLY DRILLED AND PERPENDICULAR
- _-_-_- ELECTRONIC MARKER BALLS AT 100' ON SOIL _I I •'�• , ,•. • _ �:. �• I% LESS THAN 150' LENGTH DO NOD CROSSINGS THAT ARE T REQUIRE CUT D
_PIPE _ = CENTER & AT BENDS. MARKER BALLS SHALL I •. t ' • ` / ANTI SEEP COLLAR SHALL EXTEND
ANTI -SEEP COLLARS.
BEDDED PIPE _ 0. D. _ _ BE INSTALLED AT 1 112 TO 2' DEEP. I • . • '� •• A MIN. OF 18' ABOVE THE PIPE. 6"
_ INTO UNDISTURBED TRENCH WALLS 4. CONTRACTOR SHALL PROVIDE SUITABLE
NOTE: MARKER BALLS SHALL BE INSTALLED 12" MIN. _I I • • i� r? �r��+`1' •• • • �( SIDE AND 12` INTO UNDISTURBED FORMING (TO BE REMOVED) TO CONTAIN
CONCURRENTLY WITH PIPE. MARKER I—_ I I� _ _ _
HAND PLACED SHAPED SUBGRADE _ I BALLS SHALL NOT BE INSTALLED AFTER j TRENCH BOTTOM, CONCRETE FOR PROPER SHAPE AND
T SHALL PROVIDE BEARING - -III—III—III—III—I —III -I I DIMENSIONS.
�- TRENCH HAS BEEN COMPLETELY
DENSELY COMPACTEDI _ — -_ = - ALONG ENTIRE LENGTH I III INSTALLATION SHALL BE APPROVED BY
BACKFILL TO 1 FT. SII _ - - � OF PIPE BARREL BACKFILLED. 12s �`�. BEDDING MATERIAL SHALL NOT BE INSTALLED 5. UTNE ENGINEER PRIOR E PLACING AND
ABOVE TOP OF PIPE . , - i 1� PIPE O.D.
BEDDED PIPE PIPE Dn 2W+O.D. MAX. WHERE ANTI -SEEP COLLAR IS LOCATED. PRIOR TO BACKFILLING.
O.D. it+OLD. MIN.
Dom"
CLASS B CONCRETE SPECIFICATIONS
MINIMUM STONE
NOTE:
5.0
EMBEDMENT AS ley
FORCE MAINS 8"0 AND.SMALLER SHALL
5.5
INDICATED. GREATER IFHAVE
_F
MINIMUM OF 3' COVER. FORCE
6.8
REQUIRED BY
MAINS LARGER THAN 8"0 SHALL HAVE A
Y TO 4`
MANUFACTURER PIS
MINIMUM OF 3'-6" COVER.
2,500
O.D.
SHAPED STONE
TO PROVIDE BEARING 24•+O.D. MAX.
FORCE MAIN
ALONG ENTIRE LENGTH 12"+O.D. MIN,
PIPE LAYING
OF PIPE BARREL
SANITARY SEWER
CONDITION "E"
(DUCTILE IRON ONLY)
X16' DEPTH)
6. CONSTRUCTION AND SEEDING IN WETLAND
AREAS SHALL BE IN ACCORDANCE WITH
STATE AND FEDERAL REGULATIONS AND
THE OWNER'S PERMIT REQUIREMENTS.
(
PIPE CONDITION "D" PIPE LAYING CONDITION
NOT TO SCALE
ANTI SEEP COLLAR FI14AL DESIGN
PIPE LAYING CONDITIONS
Not Re:ea,e
NOT TO SCALE
For Construction
���� • • • B Date •November 2015
.�.��.. 2015 Cleveland Area ConsolidationHerrin —Sutton & Associates, P.A.Seale . Map No.
SEAL Seer No Scale 2015—L -9280A
S 10180SEAL % ; - ears -� Surve ors —Planners Firm License C--2310 Sanitary Sewer Pro a ct�' p / #Co cUon Detains
' � * c d Township,Johnston Count NC'oma''2201 Nash Street NW Wilson, North Carolina 27896 252 291--8887 Clevelan
Sheet No. SSD --2
CLASS B CONCRETE SPECIFICATIONS
A
MINIMUM CEMENT CONTENT, SACKS PER
CUBIC YARD WITH ROUNDED COURSE AGGREGATE
5.0
MINIMUM EMT CONTENT, SACKS PER
CUBIC YARD WITH ANGULAR COURSE AGGREGATE
5.5
C
MAXIMUM WATER -CEMENT RATIO GALLONS
PER SACK
6.8
D)
SLUMP RANGE
Y TO 4`
E)
MINIMUM STRENGTH -- 28 DAY PSI
2,500
6. CONSTRUCTION AND SEEDING IN WETLAND
AREAS SHALL BE IN ACCORDANCE WITH
STATE AND FEDERAL REGULATIONS AND
THE OWNER'S PERMIT REQUIREMENTS.
(
PIPE CONDITION "D" PIPE LAYING CONDITION
NOT TO SCALE
ANTI SEEP COLLAR FI14AL DESIGN
PIPE LAYING CONDITIONS
Not Re:ea,e
NOT TO SCALE
For Construction
���� • • • B Date •November 2015
.�.��.. 2015 Cleveland Area ConsolidationHerrin —Sutton & Associates, P.A.Seale . Map No.
SEAL Seer No Scale 2015—L -9280A
S 10180SEAL % ; - ears -� Surve ors —Planners Firm License C--2310 Sanitary Sewer Pro a ct�' p / #Co cUon Detains
' � * c d Township,Johnston Count NC'oma''2201 Nash Street NW Wilson, North Carolina 27896 252 291--8887 Clevelan
Sheet No. SSD --2

•� ,, .E -
(BUT WFF=ENT TO
...,
ON STE)
s.r�'!! is
a
.,i:;..�.• -.?chi«r:+,•� .:
�r:•��'.-'.'►i �•i�:�fa� tt�t�»fJit `,
Eei►� 'iI��1 r ►- ri 7- .
. *-
SEE NOTE 3
ALLOW SUMCIERADIUS TO SEE NOTE 2
ENSURE TRUCK WHEELS STAY
ON THE STONE
PLACE FABRIC UNDER STONE 2V OR "DIN OF PROPOSED
STREET, Ne1IpiEVER IS GREATER
w
DaSTING RMWAY 35' MIN. 15' MIN, �
MI• MIN_
2X SLS (SEE NOTE 2) .
J
STONE TO at USM
SECTION ION A -A (SURGE P STONE OR
RAILROADaBALLAST
If CANNOT MAINTAIN
=MTIRUCTiON ENTRANCE
SPECIFICATIONS RE STONE WILL BE
1. Clear the entrance/exit area of ail vegetation. rents, and other objectionable
material.
2. Grade the road foundation so that the entrance/exit will have a cross slope.
3. Stone size - Use MSHA size No. 2 (2 1/2Mto 1 I or AASHTO designation M43,
size No. 2 (2 1/2" to 1 1/2"), or No. 4 (Railroad Ballast).
4. Maintain the gravel pad in a condition to prevent mud or sediment from leaving
the site onto the public right-of-way. This may require periodic top dressing with
additlonal store as conditions demand r9pair qnd/gr cleanout of any measures
used to trap sediment. Should mud be tracked or washed onto road, It must be
removed immediately.
5. If construction on the site is such that the mud Ix not (removed by the vehicle
traveling over the stone, then the tires of the vehicle roust be washed before
entering the existing roadway. When necessary. wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-way. When washing In
required. It shall be done an an area stabilized with crush stone which drains to
an approved sediment trap or sediment basin. All sediment shall be prevented
from entering any storm drain, ditch. or watercourse through use of sand bags,
gravel. boards. or other approved methods.
6. Install silt fence or tree protection fence to anslurell construction entrance is used.
I STANDARD CONSTRUCTION
ENTRANCE DETAIL
SEEDING (PERM.)
SPECIES RAXP/ACRE)
TALL FtSCIX 120
PENSACOLA 9AFMAGRASS 50
Si]tICEA LESPEDE2A 30
KOK LESPEUEZA 10
1. FROM SEPT. 1- MAR. 1 USE UNSCARM SERtCEA S®.
2. ON POORLY DRAINED SITES OMIT SERICEA AND WICREASE KOBE TO 30 LB/ACR -
3 04ERE A NEAT APPEARANCE IS Off. OkdT SIVA AND OMMAS£ KOBE
TO 40 LA/ACRE.
NURSE PLANTS
WPMEE?I APit 13 AND AUG 15, ADD 10 LB/Alm GOMM M MULLET OR 13 LB/ACRE SWANG'RAM PLR R TO MAY 1 OR AFTER AUG. 15,
ADD 2&3/Atm RYE (GRAIN).
5EEDMiO DATES
BEST POSSIBLE
EARLY SPRING: FM 15- YAR. 20 FM 15- ARF. 30
SEPT.1- SEPT. 30 SEPT. 1- OCT. 31
SOIL AMENDMOM
APPLY LW AND fT7R M.I2ER ACCORDINO TO SOIL TEST. OR APPLY 3,000•-5.000, LB/ACRE Q UMD AORIOULURiAL uiESTONE (M TiE
LOWER RATE ON SANDY SOILS) AIRF 1.000 LB/ACRE 10-10-10 FMMJZM -
APPLY 40M LO/ACRE GRAM STRAW OR EWVAUW COVER OF ANOTI :R SUITABLE YUL.OH- ANCHOR STRAW BY TACIM WTH ASPHALT.
WMN % OR ROVING OR BY CT UN40 WMTH A MULCH ANCHORIM TOOL. TACIM0 RATE 70 BE 0.10 ONAM PER SQUARE YARD. A 0M
WEIR BL.AOES SET NEARLY STRAMT CAN LIE USED AS A MULCH ANCHOti W TOOL.
MADnENANCI:
W GW*lm is LESS THAN F IALY ADECUAIE, RMRTIt.IZE IN ItM SECOND YEAR, ACQO00101 70 SLIM. itSTS OR WDRM 1MTN 500
LB/ACRE 10-10-10 FERTTLrMt MORN AS NFW WHEN SELtI U Is CWTTED ROM TME MMXTUM RESEEO. FERMI= AND MULCH
DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING (SUMMER)
SEEM40 MOCROM
g RA'TE(LB/ACRE)
GERMAN MILLET 40
LN THE PEMIONT AND MMOUNTAMIS. A SMMAi.L-•STEISMED SUDANGRASS MAY BE SIBSWINI ED AT A RASE OF 50 LB/ACRE.
SEMM DATES
WXMTAINS-- MAY 15- AUC. 15
DANT- MAY 1- AUC. 15
COASTAL PLAIN APR 15- AUr. 15
SOL AMENDMEWM
FOLLOW RECOMNME DAMON3 OF SOL TESTS OR APPLY 2000 L.8/ACBE CROUM'D AURICLLVI RAL LIMESTONE AM 750 LS/ACK 10-10-10
FERTKJZW-
APPLY 4,000 LB/ACRE STRAW. ANCHOR SMW BY TAC TONG W tH ASPHALT. WnINQ OR A M UIM ANICFLORING 7ML TAOM RAIE 10
Be 0.10 GALJ.ONS PM SQUARE YARD A DISK WITH BLADES SET NEARLY STRAIGHT C:AN BE U1R£D AS A MtEC H ANCHORING TOOL
MANiTIMAIICE
REFERTMIZE W GROWTH IS NOT FULLY ADEQUATE. RESEEIX RE OMIZE AND MIUIM r1MMEn1AN LY FOLL OMN6 EROSION CR OTHER DAMAGE
4
TEMPORARY SEEDING (FALL.)
Sam" M XTM
90' TYPICAL
11W MAX.
DRIVE STEEL POSTS
MIN. 24" (EXTRA DEPTH
REQUIRED FOR UNSTABLE
SOILS)
TYICAL SILT FENCING DETAIL
SPECIES 1tATE.01/ACHE)
RVE 1200
SENO DATES
MICU NTAINIF- AUG 15- DM 15
COASTAL PLAIN ARD PEDMdNT* AM 15•- DEC. 30.
SOIL AMLEMMaENTS
fGu,Dlr SOL VES iS Cit APPLY $COD L8/ACRE GROUNID AW=LrjRAIL UMESTONE AM 1.000 LS/ACRE 10-10-10 F#liIMJ2F L
MIULOH
AMY 46WO to/ACRE STRAW. ANCHOR STTMAW TTY TAOK010 W1 i WHAALTS T CAN BE AS ANCHORING
ii / { TOOL 7Q
BE 0.10 QMLrONS PER SQUARE YAR(). A DWVSM MADES $ET NEARL
M ANTENANCE
REPAIR AND RVERT047E DAMAGED AREAS NMWATELY. 70PORESS 1MTN '30 LB/ACRE OF N11RCGEN IN MARCH. IF Cr IS NECESSARY 70
E MNO 7E11PORARY COVER OEMV .Iasi 15. OV10RSEED VM 60 L$/ACRE KOBE (PEOM M AND OOAWAL PLAIN) OR KOREAN
(MOUNTAINS) IJ:SU2A IN LATE ETeTBRIJARY OR EARLY MIARM
TEMPORARY SEEDING (WINTER)
SEEDW M D13URE
SPUM RA7MO/ACRO
RYE (ARAM) 120
ANNUAL LESF'EMA OWBE IN
PIEDMONT AND COASTAL. PLAIN.
KOREAN IN MIOUNTAiNS 50
OMIT AtaNa & LESPEOF.XA mm WRA71ON 7EYPORARY COVER IS oar TO L7tTEm WYM ONE.
SIFDMNC DATES
MMWMS- ABOVE 2500 FTL FELL 15- MAY 15
BELOW 2600 FT: FEB. 1- MAY I
PIEDMONT JAN. 1-• MAY 1
COASTAL PLAIN- DEC. 1- APR 15
SCM. A ENDVO 18
FOLLOW REOOMMIENDAVONS OR APPLY $COO !B/ACRE QtOLND ALUM UMEMM AM 7W LR/ACRE tO-10-10 FERTRIZOL
MULCii
APPLY 4,000 LB/ACRE STRANL ANCHOR STRAW BY TAOM WRTH ASPFIALT. IiETTTNO OR A MUlLC1i ANCHORTNO TOM- TAOM RATE TTT
BE CIAO GALLONS PER SQUARE YARD. A DISK W11H BLADES SET NEARLY S7RAIGHT CAN BE USED AS A MULCH ANCHORING TOOL..
MARiTENANCE
REFER71LEM LF' CRtOW TH IS NOT FIALY ADEQLIAIE.LREl i REiERTRM AND MUM BOR MTT7.Y FOLLOTU" ERO" OR OTHER DAMAC -
TYPICAL SEEDING SCHEDULE
CAR ..... der, --- Sutton & Associates, P.A.
y survro�'8 Planners L%eI183C-2310
� Z 2201 Nash Street NW Wilson North Carolina 27898 (252) 291--8887
. • e11
STONE SHALL BE "CEO OVER THE
CHANNEL BANKS TO KEEP WATER FROM
CUTTING AROUND THE DAM. -\
1.'3• .
KEY STONE
INTO BANKS -
FILTER CLO BI
-------------------------
FLOW
91Mi'i�. E....
OF BANK
PLAN VIEW
t
�'
1161 i
�t �.
w 1�Al FLOW
' MAXIMUM AT
:�tiiCENTER LINE
CLASS "B" RP RAP-
fTO s'
12" OF NCDOT #5 OR #57
WASHED STONE
me
FI.oY�NI: OF-
POINT
F
POiNT "A' --f "r
##/TOE OF UPSTREAM DAM
DAM+
SPACING �IY A
2015 Cleveland Area Consolidation
Sanitary Sewer Project
Cleveland iskI., Johnston Co., N.C.
0,.N I ,00rN- nry4r! 7 T`ri.Tti a,...-� nnpne Q r - 'rh TT C ..1..,...
FILTER CLOTH
sEc�
PONT "l1"
TOP OF DOWNSTREAM DAM
'S' - MAXIMUM DISTANCE BETWEEN DAMS
THAT PLACES POINT "A" (TOE OF
UPSTREAM DAM) = SAME ELEVATION( AS
POINT "B" (TOP OF DOWNSTREAM DAM)
- TRENCH --
UPSTREAM END
OF STORK DRAIN
UPSTREAM END
OF STORM DRAIN
-/3 PIPE DIA I
~� - ,..._ ... - ......... - ,,J- 3/4" EXTERIOR PLYiR'OOD { 3 j4" EXTERN
BURY BOTTOM OF PLYWOOD � PLYWOOD
OPTION A
ILLU9M71ON OF PLYWOOD INLET PROTEC110N
FOR STORM DRAIN UNDER CONSTRUCTION.
NOT TO SCALE REV. 9--1_92
STIrEL FENCE POST
STANDARD PIPE INLET PROTECTION
(aD
"POSE
To reduce erasion in a drainage channel by reducing the velocity of flow. A .
DESKM CRl'TER1A
1. Drainage area is limited to one half acre.
2. Keep a rnaximuM height of 2 feet at the center of the check dam.
3. Keep the center of the check dam dt least 9 inches lower than the outer edges at natural
ground elevation.
4. Keep the side slopes of the check dam at 2:1 or flatter.
5. Ensure that the maximum spooling between check dams places the toe of the upstream
check darn at fhe same elevation an the tap of the downstream check dam.
6. Stabilize outflow areas along channel to resist sroslon.
7. Use MCDOT Class B stone and tine upstream side of the check dam with NCDOT #5 or #57
washed stone
a. Key the stone into the ditch banks and extend It beyond the abutments a minimum of 1.5
feet to avoid washouts from overflow. around the dam.
CONS I SMC'�A R...KM
S. Place stana to the lines and dimenlslons shown In the plans on a filter fabric foundation.
14. Keep the center stone section at least 9 - inches below the natural ground level where the
dam abuts the channel bonka.
ti. Externd stone at least 1.5 test beyond the ditch banks to keep water from cutting around
the ends of the check dam.
12. Set spacing between check dams to assure that the elevation at the top of the lower darn
is the some as the toe elevation of the upper check darn.
13. Protect the channel after the lowest check dam from hadvy flow that could Cause erasion.
14. Make sure that the channel reach above the most upstream check dam In Woble.
15. Ensure that other areas of the channel, such as LauWert entrances below the check dams.
are not subject to damage or blockage from displaced scones.
RMNTENANG"E
16. Inspect check dams and channels at least weekly and after each signifioant (1/2 inoh or
greater) rainfall event and repair Immediately. Clean out sediment, straw, limbs, or other
debris that could clog the channel when needed.
17, Anticipate submergOnce and deposltion above the check darn and arosTon from high flows
around the edges of the check dam. Correct all damage immediately. If significant erosion
occurs betworn check dams, additional measures can be taken such as, Installing a
prefective rip rep liner In that parilon of the channel. (See detail 353.08)
18. Remove sediment accumulated bshlnd the check dams as needed to prwant damage to
channel vegetation. allow the channel to drain through the stone check dam and prevent
large flows from carrying sediment over the check dam. Add stones to check dams as
needed to maintain design height and cross section.
NOTES
19. Do not use chock dams In intermittent or pemnniai streams.
20. Contractor to verify / comply with NCDENR Erosion and Sediment Control Planning and
Design Manual (Laferif ravlsion). detail 6.83,
Final Drawing -Far Review Purposes Only
ROCK CHECK DAM DETAIL Not Released for Construction
JZA li I OF I Il ;
ErosionControl Deteils
P:\1IMRW\9260\9280-LDDT\dwg\9280A-S•-E D£TAILS.dwg 7/2/2016 2:0+36 PM EDT
ign Dato Deas: December 2011
Scale: As Thema MaLp No. j
Dravrn by: bwh 11-9?..84A
Sheet No. SEDT
NOTES
1.
Toe in backfill into trench and compact the soil firmly to anchor the bottom
I.
of the slit fence so that the runoff Is forced to go through the fence. No
runoff is to flow under the fence.
W
I -
2.
Posts for sediment fences are to be 1.33 lib/LF steel with a minimum length
FILTER FABRIC.
of 5 ft. Make sure that stent posts have projections to facilitate fastening
Z
the fabric. Filter fabric may be attached using wire or plastic zip ties that
.i•
4-
w
,k
6' MAX WITH EXTRA STRENGTH;
FABRIC. W/O IMRE FENCE. 3.
have a minimum 50 ib tensile strength.
Total drainage area flowing to slit fence may not exceed 1/4 acre per 100 Ft.
MAX. WITH STANDARD STRENGTH
of fence.
H,
FABRIC WITH WIRE FENCE.
4.
Silt fences should not be: used at pipets outlets or in areae of concentrated flaw
(creeks. ditchiines. swalelEs etc.)
,y
y,
�, ,y
.t• 5.
Construct the slit fence sediment barrier with either Standard Strength or Extra
w
Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex Sir 3o
or equiv.) Is used, wire mash support IS required. If Extra Strength fabric
�
.v
�
w .v
w
w •L•
(Mlrafi 140X or TerraTex SFD or equiv.) is used. NO support Is required.
VARS.
IS RED
Standard Strength fabric (TerraTex SF 90 or equTv.) with 8 ft max post
STRENGTH
D S
STANDARD STRENGTH
STA
acro DOES require support b wire mesh fastened securely to the upslope
spacing q pP Y
y
�
� Fi NCINM SEE NOTE S.
side of the posts. Use wire fence with a minimum 14 gauge and a maximum
W
Nk w
mesh spacing of 6 Inches. Extend the wire mesh support to the bottom of
y,
the trench. Fasten wire reinforcement, then fabric on the upslope side of the
.r.
.v
,v •v
fence post using wire or plastic zip ties that have a minimum Sit Ib tensile
•v
w .v
v. w •I. w
strength.
I SELF -FASTENING STEEL 7
.POSTS
Extra Strength Filter Fabric (Miraft 1 OOX or TerraTex SFD or equiv.) with 6 ft
y.v
� ��
��NOWE
OR EQUIVALENT. DRIVE
max. post spacing DOES NOT require wire mesh support. Securely fasten
�`I'� POSTS 24* INTO GROUND.
filter fabric directly to posts. Wire or plastic zip ties that have a minimum 30
y
SEE NOTE 2
Ib tensile strength.
y y�
4
TEMPORARY SEEDING (FALL.)
Sam" M XTM
90' TYPICAL
11W MAX.
DRIVE STEEL POSTS
MIN. 24" (EXTRA DEPTH
REQUIRED FOR UNSTABLE
SOILS)
TYICAL SILT FENCING DETAIL
SPECIES 1tATE.01/ACHE)
RVE 1200
SENO DATES
MICU NTAINIF- AUG 15- DM 15
COASTAL PLAIN ARD PEDMdNT* AM 15•- DEC. 30.
SOIL AMLEMMaENTS
fGu,Dlr SOL VES iS Cit APPLY $COD L8/ACRE GROUNID AW=LrjRAIL UMESTONE AM 1.000 LS/ACRE 10-10-10 F#liIMJ2F L
MIULOH
AMY 46WO to/ACRE STRAW. ANCHOR STTMAW TTY TAOK010 W1 i WHAALTS T CAN BE AS ANCHORING
ii / { TOOL 7Q
BE 0.10 QMLrONS PER SQUARE YAR(). A DWVSM MADES $ET NEARL
M ANTENANCE
REPAIR AND RVERT047E DAMAGED AREAS NMWATELY. 70PORESS 1MTN '30 LB/ACRE OF N11RCGEN IN MARCH. IF Cr IS NECESSARY 70
E MNO 7E11PORARY COVER OEMV .Iasi 15. OV10RSEED VM 60 L$/ACRE KOBE (PEOM M AND OOAWAL PLAIN) OR KOREAN
(MOUNTAINS) IJ:SU2A IN LATE ETeTBRIJARY OR EARLY MIARM
TEMPORARY SEEDING (WINTER)
SEEDW M D13URE
SPUM RA7MO/ACRO
RYE (ARAM) 120
ANNUAL LESF'EMA OWBE IN
PIEDMONT AND COASTAL. PLAIN.
KOREAN IN MIOUNTAiNS 50
OMIT AtaNa & LESPEOF.XA mm WRA71ON 7EYPORARY COVER IS oar TO L7tTEm WYM ONE.
SIFDMNC DATES
MMWMS- ABOVE 2500 FTL FELL 15- MAY 15
BELOW 2600 FT: FEB. 1- MAY I
PIEDMONT JAN. 1-• MAY 1
COASTAL PLAIN- DEC. 1- APR 15
SCM. A ENDVO 18
FOLLOW REOOMMIENDAVONS OR APPLY $COO !B/ACRE QtOLND ALUM UMEMM AM 7W LR/ACRE tO-10-10 FERTRIZOL
MULCii
APPLY 4,000 LB/ACRE STRANL ANCHOR STRAW BY TAOM WRTH ASPFIALT. IiETTTNO OR A MUlLC1i ANCHORTNO TOM- TAOM RATE TTT
BE CIAO GALLONS PER SQUARE YARD. A DISK W11H BLADES SET NEARLY S7RAIGHT CAN BE USED AS A MULCH ANCHORING TOOL..
MARiTENANCE
REFER71LEM LF' CRtOW TH IS NOT FIALY ADEQLIAIE.LREl i REiERTRM AND MUM BOR MTT7.Y FOLLOTU" ERO" OR OTHER DAMAC -
TYPICAL SEEDING SCHEDULE
CAR ..... der, --- Sutton & Associates, P.A.
y survro�'8 Planners L%eI183C-2310
� Z 2201 Nash Street NW Wilson North Carolina 27898 (252) 291--8887
. • e11
STONE SHALL BE "CEO OVER THE
CHANNEL BANKS TO KEEP WATER FROM
CUTTING AROUND THE DAM. -\
1.'3• .
KEY STONE
INTO BANKS -
FILTER CLO BI
-------------------------
FLOW
91Mi'i�. E....
OF BANK
PLAN VIEW
t
�'
1161 i
�t �.
w 1�Al FLOW
' MAXIMUM AT
:�tiiCENTER LINE
CLASS "B" RP RAP-
fTO s'
12" OF NCDOT #5 OR #57
WASHED STONE
me
FI.oY�NI: OF-
POINT
F
POiNT "A' --f "r
##/TOE OF UPSTREAM DAM
DAM+
SPACING �IY A
2015 Cleveland Area Consolidation
Sanitary Sewer Project
Cleveland iskI., Johnston Co., N.C.
0,.N I ,00rN- nry4r! 7 T`ri.Tti a,...-� nnpne Q r - 'rh TT C ..1..,...
FILTER CLOTH
sEc�
PONT "l1"
TOP OF DOWNSTREAM DAM
'S' - MAXIMUM DISTANCE BETWEEN DAMS
THAT PLACES POINT "A" (TOE OF
UPSTREAM DAM) = SAME ELEVATION( AS
POINT "B" (TOP OF DOWNSTREAM DAM)
- TRENCH --
UPSTREAM END
OF STORK DRAIN
UPSTREAM END
OF STORM DRAIN
-/3 PIPE DIA I
~� - ,..._ ... - ......... - ,,J- 3/4" EXTERIOR PLYiR'OOD { 3 j4" EXTERN
BURY BOTTOM OF PLYWOOD � PLYWOOD
OPTION A
ILLU9M71ON OF PLYWOOD INLET PROTEC110N
FOR STORM DRAIN UNDER CONSTRUCTION.
NOT TO SCALE REV. 9--1_92
STIrEL FENCE POST
STANDARD PIPE INLET PROTECTION
(aD
"POSE
To reduce erasion in a drainage channel by reducing the velocity of flow. A .
DESKM CRl'TER1A
1. Drainage area is limited to one half acre.
2. Keep a rnaximuM height of 2 feet at the center of the check dam.
3. Keep the center of the check dam dt least 9 inches lower than the outer edges at natural
ground elevation.
4. Keep the side slopes of the check dam at 2:1 or flatter.
5. Ensure that the maximum spooling between check dams places the toe of the upstream
check darn at fhe same elevation an the tap of the downstream check dam.
6. Stabilize outflow areas along channel to resist sroslon.
7. Use MCDOT Class B stone and tine upstream side of the check dam with NCDOT #5 or #57
washed stone
a. Key the stone into the ditch banks and extend It beyond the abutments a minimum of 1.5
feet to avoid washouts from overflow. around the dam.
CONS I SMC'�A R...KM
S. Place stana to the lines and dimenlslons shown In the plans on a filter fabric foundation.
14. Keep the center stone section at least 9 - inches below the natural ground level where the
dam abuts the channel bonka.
ti. Externd stone at least 1.5 test beyond the ditch banks to keep water from cutting around
the ends of the check dam.
12. Set spacing between check dams to assure that the elevation at the top of the lower darn
is the some as the toe elevation of the upper check darn.
13. Protect the channel after the lowest check dam from hadvy flow that could Cause erasion.
14. Make sure that the channel reach above the most upstream check dam In Woble.
15. Ensure that other areas of the channel, such as LauWert entrances below the check dams.
are not subject to damage or blockage from displaced scones.
RMNTENANG"E
16. Inspect check dams and channels at least weekly and after each signifioant (1/2 inoh or
greater) rainfall event and repair Immediately. Clean out sediment, straw, limbs, or other
debris that could clog the channel when needed.
17, Anticipate submergOnce and deposltion above the check darn and arosTon from high flows
around the edges of the check dam. Correct all damage immediately. If significant erosion
occurs betworn check dams, additional measures can be taken such as, Installing a
prefective rip rep liner In that parilon of the channel. (See detail 353.08)
18. Remove sediment accumulated bshlnd the check dams as needed to prwant damage to
channel vegetation. allow the channel to drain through the stone check dam and prevent
large flows from carrying sediment over the check dam. Add stones to check dams as
needed to maintain design height and cross section.
NOTES
19. Do not use chock dams In intermittent or pemnniai streams.
20. Contractor to verify / comply with NCDENR Erosion and Sediment Control Planning and
Design Manual (Laferif ravlsion). detail 6.83,
Final Drawing -Far Review Purposes Only
ROCK CHECK DAM DETAIL Not Released for Construction
JZA li I OF I Il ;
ErosionControl Deteils
P:\1IMRW\9260\9280-LDDT\dwg\9280A-S•-E D£TAILS.dwg 7/2/2016 2:0+36 PM EDT
ign Dato Deas: December 2011
Scale: As Thema MaLp No. j
Dravrn by: bwh 11-9?..84A
Sheet No. SEDT

FLOW
i A. At
Ak
Lt.
At
sk Ak At
I, A. AC �
AU
aft
BURY THE TOP END OF THE TAMP THE IRENC i€ FULL OF SOIL.
MATTING STRIPS IN A TRENCH SECURE WITH ROW OF STAPLES,
6 INCHES OR MORE IN DEPTH. 10 INCH SPACING, 4 INCHES DOWN
FROM TETE TRENCH.
TYPICAL STAPLM
/B GAM WW
alllL AL
A
�Ir sAlc .14C 'mac dj,
PRESS ENDS 6 � � � _
INCHES INTO THE SOIL�E�tx
AROUND STRUCTU ES AND
STAPLE SECURELY
WHEN USING NETTING IN CHANNELS, ROLL.
OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE
PROTECTIVE MULCH.
ak Ak
0. EROSION STOP_
FOLD OF MATTING BURIED IN
SUT TRENCH AND TAMPED
DOUBLE ROW OF STAPLES. �GLB)
.+►:rte:-
C. BURY UP. ER EN
€�END F LOVER
STRIP AS IN "A" AND "B".
OVERLAP END OF TOP STRIP 18
INCHES AND STAPLE.
NOTES:
1. Apply Lime, fertilizer and seed before laying the net or mat.
2. Start laying the net from the top of the channel or slnpe and unroll It down the
grade. Allow netting to lay loosely on the soil but without wrinkles - do not
stretch. Mat or blanket - type product should provide of least 30% coverage of
the surface where It Is applied.
3. To secure the net, bury the ups{ops and In o slot or trench no less than S
Inches deep, cover with soil, and tamp firmly as shown. Staple the net every 12
Inches across the top and and every 3 foot around the edges and bottom. Where
2 strips of net are layed side by side, the adjacent edges should be overlapped
3 inches and stapled together. Each strip of netting should also be stapled down
the center, every 3 foot. Do not stretch the net when applying staples.
4. To join two strips, cut a trench and anchor the end to the new net. Overleap the
end of the previous roll 18 Inches, as shown, and staple every 12 Inches just
below the anchor slot.
5• Maintenance: Inspect all mulches periodically, offer ralnstorms to check for rill
erosion, dislocation, or failure. When erosion Is observed, apply additional mulch.
If washout occurs. repair the slops grade, reseed, and reinstall mulch. Continue
Inspections until vegetation is firmly established.
STANDARD CHANNEL STABILIZATION
MRE FENCE IS REQUIRED
14ARDWARE CLOTH
ON WIRE FENCE
FLOWSILT FENCE FABRIC TO OVERLAP --
HARDWARE CLOTH BY 12" 1
(SEE ISOMETRIC MEW) f �
STONE FILTER OF 1 INCH a
TO %LT DIA. NCDOT #57 WASHED
STONE
�� C k._
DRIVE STEEL POSTS
MIN. 2,r (EXTRA
DEPTH REQUIRED
FOR UNSTABLE
SOILS)
ToT �YpDR
�iw/1W1t1n .R 1.� . • +ii . •+iY=i �7� i • q4 �s v -4 r.
�4�+111 !•+� #•a•`ttl� r. i� t1.+.� ••��' �! 4► �rr.�.�rr¢�4.r�t.�i
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'moi{fit #i
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SILT FENCE OUTLET
RELIEF POINT
f-
ENERGY D15SIPATION PAQ moo
"M PROCE:DIlirES M REPRAP OUTLET SW1111C1L= ARE "MMM N
APPEiw S.OM.
M aitlM FOR DE' m OF RM'RAP ouTLETs ARD
WMV--10 rn. PEw rvuw" aR we DE" NSMIARaE ar ne
%Aim ow%symm S"WeTURE. *Mmo Is 0"Tm
TAM um DEmgN DETETtMw 1W oE',P1N OF TAH WATER IiMIE?1M IMY
BMW TMS PIPE on= BMW at THE a" D4so%, TTI~ R= OMIER
CpNTR1BnW AAft F 1IE TAILwA" DEM IS LESS THAN HALF 1IE
MA41OM OF W CUWLET' PIPE AND THE RECf WQ STREAM IS
SUFFEOMY MIRE TO AOCEPT THE WgRGENM OF FLOW= R ISE LAM
AS A WOW TALWAMt COtMT1'I M IF TWE TALWATER DWW IS OWAIM
THAN HALF IM plies DMAMnM FT 15 a AS A MAXMdtIM TALWAIM
CM MTK*L PIPE$ WHAT OUTLET ONTO BROW FLAT AREAS WW NO DFiiiEal
OWRAEL MAY SE ASWMED TO HAVE A ANGM M1 TAM WATER WOMON
urns SM CdIE' TUNS INDICATE 04HERM =
N4M SM TYE APRON LENGTH AND VW1H CAN BE WMV04M
AOMONG TO THE TALWATER CpNdT4K IF THE WATER 0WVVANM
SIRUCtM 0OXARM DKCTLY INTO A VaL-DEMW OW40. VMND
TIE: APRON Am= WILE awwEL ewww AND UP m CHAIMVEL BANKS
70 AN ELEVA110N OF 0.5 FG ABOVE TYLE MA=W TALwAIM DEP1N OR
TO INE TOP OF TIM: BANK. *XHEA'R IS I= MMM ML41C).
714000EMS- BAKE 1HE MENU M TYMdQa= OF EMPRAP 1.0 MMES WYE
MAXWJM STONE DAMETM
=W QUALITY SELECT S=w FOR gPWW PRAM FEELD STONE OR
QUARRY SMW_ THE Sow Slim" BE HARD. M URAK AIM} IMPLY
MEEATFIER-%MWANT. IM SPWM GtA1ATY aF TIE Nt0MUAL SOWS
SHOULD BE AT LEAST 2.b.
FL R--WWALL A FLIER TO PREVENT Wt
OPIMM IN THE WtV. THE FILLER S MULL CONSIST OF A GRADED
GRAVEL LAYER OR A SYNTHETIC FL= OLJ'14L DESIGN FLM VLAMMM
BY THE ignM DE MIED 1N PRACTICE 0.13- NPRAP.
CONSTRUCWION SAEQFIC MONS
1. OEM THAT 1HE %SW ADW FOR TYE PLTER AND RIPRAP FOLLOW IM
RECTUM LINES AND GRAM aM M Eft ZE ?'+LAN. COMPACT ANY FLL
REEYU RW IN THE SOMADE 10 THE 000W OF THE 9XW4LA+0W
L09W'RWOM MATI]WJ_ LOW AREAS IN TTM: SAM" ON tllralsTUM M
SOL MAY ALSO Bs FILLED BY WHE:AV4 THE RM* 1i#g4fESS.
F. TIE RIPRN+ AIMS GRAVEL. FLTE R TMST OMFO M 10 TIE
GRADW LAWS SFIOMNI ON 'life PIANS.
a FLIER cLOTif, WM tMO WMr MELT DE SM MMURBIEW5 AiD BE
PROPERLY pROTECIM FROM pUNCF" aR 1EAFM DURNO WSTAUATOL
MAN ANY DAMAGE BY R6TrOV O 1YE WW AND PLACING ANOTHER
PIECE OF MIM CLOTH OVER iW DAMAOW AREA. ALT. ODNNIrCW JWIS
SHOULD OVERLAP A MMO M OF 1 FL F 1fE DAMAGE IS EX1flCM
REPLACE THE E] ME FILTER GLM
4. MPRAP MAY INE PLAM BY VaWIrEIiT. Blur TAKE CARE TO AVOID
DAMAGMVG THE WE&
& ITE WOW 1400M Or TME iMpRAP MOULD BE 1.6 'No 'LIE
VA1aMiIM STOW DIAME:iIIi.
L RIPRAP MAY EE FED 810W OR ROUGH QUAFdtY STCIE. Tr SMO BE
NAPA ANoA.AIL HOLLY-MEATmEm_a0WANT AND ML GRADER.
7. CANS War IM APRON cN 2ER0 GRACE YATN No OYEWALL AT THE
EM MAK£ TIE TOP OF THE NPRAP AT TIE DOMMiSIREAM END LEVM INTIM
THE WCEWN AREA OR SLKOTLY BEI.aw IT.
A ERISLMtE THAT 1FE APRON tS pRap"&Y AMM MMWH TIE REi271A O
STREAM AND PRFFiRABLY SIRAMHT 7wMWOUT ns LENGIK F A CURVE
18 REEND 10 FET SITE C=(n0ft PLACE It !N THE UPPER SE3 rM OF
L IM EINATE Y AE -M ppflSTRnICD011. 9TA91LRE ALL DWRWSM AREAS
TMTN VEWATIM (PRAC= 1.10. IEWORARY SFEMM AND 0.11.
PERMANENT SEMM N
•*
FABRIC TO RE INSTALLED
PERPENDICULAR TO GROL
' TYPICAL NON -WOVEN GEO FABRIC
V -SHAPED WATERWAY Moth STOW CENMR DIWN
?SHAPED BY MOTOR PATROL)
EXTEND
FABRIC 12'
THE THICKNESS OF THE RIP
RAP LINING - 1.5 TIMES THE
LARGEST DIAMETER OF TETE
ROCK SIZE IN THE GRADATION.
P
TRAPEZOIDAL
f -EXTEND FABRIC 12"
WATERWAY
TYPICAL NON -WOVEN GEO FABRIC
r
TYPICAL. NON -WOVEN GEO FABRIC .*
"ONE CENTER DRAIN
NOTES: ( i
1. To be used where excessive stormwater velocities prohibit vegetative linings.
2. Size of stone must be determined by appropriate design procedure.
3. Dimensions for "D" & „W. varies according to design.
RIP -RAP
LINED
STEEL POST'S OR
FOR
EQUIVALENT. SEE
Frame Exceptions
NOTE 3
N
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
CONVEYANCE
PERIMETER DIKES, SWALES, DITCHES,
SIDE VIEW
DRIVE STEEL POSTS
MIN. 2,r (EXTRA
DEPTH REQUIRED
FOR UNSTABLE
SOILS)
ToT �YpDR
�iw/1W1t1n .R 1.� . • +ii . •+iY=i �7� i • q4 �s v -4 r.
�4�+111 !•+� #•a•`ttl� r. i� t1.+.� ••��' �! 4► �rr.�.�rr¢�4.r�t.�i
t•Ie f t ♦ f ;
1 Eti F!I jrtrit 'r11rt 1 R I
., , r Ii* Mi♦ die •,ir EIe •�*t�,r�t+e�ri��i����,�ir.,
•R * ♦ .r • ♦ ♦ • r w ,.� • ♦ • ♦a fir+ r�+ytirtr rr '4i
• i � � f ► •' • -. L • ,.. t
� � iZ ,• • ► � 11 E Ei + t
+ ♦*!{� ♦{,+.� +,� �►�i 1,+�� !•�;1{re�rts�,�re�se
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"tai• Eta + •► • r► A y► ♦
• '� •�iiit fvw• i •+♦k.�!i�iw!•iti• +♦s�r ; �!wi• *,♦ i!�►*•.+lErl►i-•�i7.�FI a•aK'?_1�+,e14silrivrr`r`rj:rr1lNtr°l1trirrrf
�♦, ♦4irfrfarrrtt.
ti`r t•
. • • ♦ . • ♦ . • ♦ � L. • Eta • / � •. a A i��I�t1i tt did
' • k • ♦ • ! I f .1fr 1 � f+��� ♦f ��� ��lC �`sr,��`fltf�tl O�
'moi{fit #i
ir[;
s' * ♦ i • . • r • - . � � sJy���i 1,Y�i♦ <!<•r�rtlt
• • • • s s �.i4.al�' .fR/
..
• •777
oil f11 11.7E . +
SILT FENCE OUTLET
RELIEF POINT
f-
ENERGY D15SIPATION PAQ moo
"M PROCE:DIlirES M REPRAP OUTLET SW1111C1L= ARE "MMM N
APPEiw S.OM.
M aitlM FOR DE' m OF RM'RAP ouTLETs ARD
WMV--10 rn. PEw rvuw" aR we DE" NSMIARaE ar ne
%Aim ow%symm S"WeTURE. *Mmo Is 0"Tm
TAM um DEmgN DETETtMw 1W oE',P1N OF TAH WATER IiMIE?1M IMY
BMW TMS PIPE on= BMW at THE a" D4so%, TTI~ R= OMIER
CpNTR1BnW AAft F 1IE TAILwA" DEM IS LESS THAN HALF 1IE
MA41OM OF W CUWLET' PIPE AND THE RECf WQ STREAM IS
SUFFEOMY MIRE TO AOCEPT THE WgRGENM OF FLOW= R ISE LAM
AS A WOW TALWAMt COtMT1'I M IF TWE TALWATER DWW IS OWAIM
THAN HALF IM plies DMAMnM FT 15 a AS A MAXMdtIM TALWAIM
CM MTK*L PIPE$ WHAT OUTLET ONTO BROW FLAT AREAS WW NO DFiiiEal
OWRAEL MAY SE ASWMED TO HAVE A ANGM M1 TAM WATER WOMON
urns SM CdIE' TUNS INDICATE 04HERM =
N4M SM TYE APRON LENGTH AND VW1H CAN BE WMV04M
AOMONG TO THE TALWATER CpNdT4K IF THE WATER 0WVVANM
SIRUCtM 0OXARM DKCTLY INTO A VaL-DEMW OW40. VMND
TIE: APRON Am= WILE awwEL ewww AND UP m CHAIMVEL BANKS
70 AN ELEVA110N OF 0.5 FG ABOVE TYLE MA=W TALwAIM DEP1N OR
TO INE TOP OF TIM: BANK. *XHEA'R IS I= MMM ML41C).
714000EMS- BAKE 1HE MENU M TYMdQa= OF EMPRAP 1.0 MMES WYE
MAXWJM STONE DAMETM
=W QUALITY SELECT S=w FOR gPWW PRAM FEELD STONE OR
QUARRY SMW_ THE Sow Slim" BE HARD. M URAK AIM} IMPLY
MEEATFIER-%MWANT. IM SPWM GtA1ATY aF TIE Nt0MUAL SOWS
SHOULD BE AT LEAST 2.b.
FL R--WWALL A FLIER TO PREVENT Wt
OPIMM IN THE WtV. THE FILLER S MULL CONSIST OF A GRADED
GRAVEL LAYER OR A SYNTHETIC FL= OLJ'14L DESIGN FLM VLAMMM
BY THE ignM DE MIED 1N PRACTICE 0.13- NPRAP.
CONSTRUCWION SAEQFIC MONS
1. OEM THAT 1HE %SW ADW FOR TYE PLTER AND RIPRAP FOLLOW IM
RECTUM LINES AND GRAM aM M Eft ZE ?'+LAN. COMPACT ANY FLL
REEYU RW IN THE SOMADE 10 THE 000W OF THE 9XW4LA+0W
L09W'RWOM MATI]WJ_ LOW AREAS IN TTM: SAM" ON tllralsTUM M
SOL MAY ALSO Bs FILLED BY WHE:AV4 THE RM* 1i#g4fESS.
F. TIE RIPRN+ AIMS GRAVEL. FLTE R TMST OMFO M 10 TIE
GRADW LAWS SFIOMNI ON 'life PIANS.
a FLIER cLOTif, WM tMO WMr MELT DE SM MMURBIEW5 AiD BE
PROPERLY pROTECIM FROM pUNCF" aR 1EAFM DURNO WSTAUATOL
MAN ANY DAMAGE BY R6TrOV O 1YE WW AND PLACING ANOTHER
PIECE OF MIM CLOTH OVER iW DAMAOW AREA. ALT. ODNNIrCW JWIS
SHOULD OVERLAP A MMO M OF 1 FL F 1fE DAMAGE IS EX1flCM
REPLACE THE E] ME FILTER GLM
4. MPRAP MAY INE PLAM BY VaWIrEIiT. Blur TAKE CARE TO AVOID
DAMAGMVG THE WE&
& ITE WOW 1400M Or TME iMpRAP MOULD BE 1.6 'No 'LIE
VA1aMiIM STOW DIAME:iIIi.
L RIPRAP MAY EE FED 810W OR ROUGH QUAFdtY STCIE. Tr SMO BE
NAPA ANoA.AIL HOLLY-MEATmEm_a0WANT AND ML GRADER.
7. CANS War IM APRON cN 2ER0 GRACE YATN No OYEWALL AT THE
EM MAK£ TIE TOP OF THE NPRAP AT TIE DOMMiSIREAM END LEVM INTIM
THE WCEWN AREA OR SLKOTLY BEI.aw IT.
A ERISLMtE THAT 1FE APRON tS pRap"&Y AMM MMWH TIE REi271A O
STREAM AND PRFFiRABLY SIRAMHT 7wMWOUT ns LENGIK F A CURVE
18 REEND 10 FET SITE C=(n0ft PLACE It !N THE UPPER SE3 rM OF
L IM EINATE Y AE -M ppflSTRnICD011. 9TA91LRE ALL DWRWSM AREAS
TMTN VEWATIM (PRAC= 1.10. IEWORARY SFEMM AND 0.11.
PERMANENT SEMM N
•*
FABRIC TO RE INSTALLED
PERPENDICULAR TO GROL
' TYPICAL NON -WOVEN GEO FABRIC
V -SHAPED WATERWAY Moth STOW CENMR DIWN
?SHAPED BY MOTOR PATROL)
EXTEND
FABRIC 12'
THE THICKNESS OF THE RIP
RAP LINING - 1.5 TIMES THE
LARGEST DIAMETER OF TETE
ROCK SIZE IN THE GRADATION.
P
TRAPEZOIDAL
f -EXTEND FABRIC 12"
WATERWAY
TYPICAL NON -WOVEN GEO FABRIC
r
TYPICAL. NON -WOVEN GEO FABRIC .*
"ONE CENTER DRAIN
NOTES: ( i
1. To be used where excessive stormwater velocities prohibit vegetative linings.
2. Size of stone must be determined by appropriate design procedure.
3. Dimensions for "D" & „W. varies according to design.
RIP -RAP
LINED
CHANNEL
FOR
STORM
Frame Exceptions
(EFFECTIVE AUGUST 3, 2011)
WATER
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
CONVEYANCE
PERIMETER DIKES, SWALES, DITCHES,
SLOPES 7 DAYS
NONE
Water (HOW)
HIGH QUALITY WATER (HOW) ZONES
w
= APPROMM 90MU H»
1. Ih a Im umm E!'W 04W ARM
L D. W vrrs,Ic NA70f U ~ CMAMrM WR
Igor' Erb INm rr
S w UTBO 1W AFlloq VP TILE
CHAW L 8N= 10 NI Eir\tl1= W F MOVE YE
Wi 1E l Nuf=OtID1HiwOFnK
ISOMMM MEW
TYPICAL ENERGY DISSIPATION PAD
�' Herrice.-Sutton & Associates, .
....
X11' iueers - Su veyors Flanaer�t / Firm L cex�se C-5314
••..!., .•�'� ` 2201 Nash Street NN ' '9 fisou, North CaroUna 27888 * [phone]
!.. sL
2015 Chem, eland Area Consolidation
Sanitary Sewes Project
Cleveland Twsp., Johnston Co., N.C.
. 7 1 D70r1 T\ t]1300\ fl')Qri T MRM .7.....\ nr)Qnh c Ta Tm rok TT C A-_
SELF INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED 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 BECAME EFFECTIVE OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS,
A COMBINED FORM IS NOW AVAILABLE. THE NEW FORM WAS DEVELOPED TO SATISFY THE REQUIREMENTS
OF THE SEDIMENTATION POLLUTION CONTROL- ACT AND THE NPDES STORMWATER PERMIT FOR -
CONSTRUCTiON ACTIVITIES, NCG 010000. BEGINNING AUGUST 1, 2013, THE DIVISION OF ENERGY, MINERAL,
AND LAND RESOURCES IS RESPONSIBLE FOR ADMINISTERING BOTH THE SPCA AND THE NPDES
STORMWATER PERMIT FOR CONSTRUC'T'ION ACTIVITIES, NCG 010000. THE COMBINED FORM SHOUi,D MAKE
IT EASIER TO COMPLY WITH SELF-INSPEC' RON REQUIREMENTS.
THE COMBINED SELF-MONITORING FORM IS AVAILABLE AS A PDF AND WORD DOCUMENT FROM THE
LAND QUALITY WEB SITE, HTTP: //PORTALNCDENR.ORG/WEB/LR/EROSION.
IF YOU HAVE QUESTIONS, PLEASE CONTACT THE LAND QUALITY SECTION AT A DENR REGIONAL
OFFICE 0 (919) 791--4200.
Maior Elements of DWO Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCG01) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
Implementation. See: http://portal.ncdonr.org/web/Wq/Wa/Su/construction
1 Ground Stabilization* The major change bthe Permit *wn the previous one to the shorter times
to apply ground stablization such as mulch, wheat straw, or grassas. The NC
Site Area
NEW
STABILIZATION
TIMEFRAMES
Time Frame
Frame Exceptions
(EFFECTIVE AUGUST 3, 2011)
7 days
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES,
SLOPES 7 DAYS
NONE
Water (HOW)
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
iF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
'if slopes aro 10' or
SLOPE STEEPER THAN 3:1
7 DAYS
NOT STEEPER THAT 2:1, 14 DAYS ARE ALLOWED
.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ftzm-
ALL OTHER AREAS WITH SLOPES. FLATTER THAN 4:1 14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
SELF INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED 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 BECAME EFFECTIVE OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS,
A COMBINED FORM IS NOW AVAILABLE. THE NEW FORM WAS DEVELOPED TO SATISFY THE REQUIREMENTS
OF THE SEDIMENTATION POLLUTION CONTROL- ACT AND THE NPDES STORMWATER PERMIT FOR -
CONSTRUCTiON ACTIVITIES, NCG 010000. BEGINNING AUGUST 1, 2013, THE DIVISION OF ENERGY, MINERAL,
AND LAND RESOURCES IS RESPONSIBLE FOR ADMINISTERING BOTH THE SPCA AND THE NPDES
STORMWATER PERMIT FOR CONSTRUC'T'ION ACTIVITIES, NCG 010000. THE COMBINED FORM SHOUi,D MAKE
IT EASIER TO COMPLY WITH SELF-INSPEC' RON REQUIREMENTS.
THE COMBINED SELF-MONITORING FORM IS AVAILABLE AS A PDF AND WORD DOCUMENT FROM THE
LAND QUALITY WEB SITE, HTTP: //PORTALNCDENR.ORG/WEB/LR/EROSION.
IF YOU HAVE QUESTIONS, PLEASE CONTACT THE LAND QUALITY SECTION AT A DENR REGIONAL
OFFICE 0 (919) 791--4200.
Maior Elements of DWO Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCG01) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
Implementation. See: http://portal.ncdonr.org/web/Wq/Wa/Su/construction
1 Ground Stabilization* The major change bthe Permit *wn the previous one to the shorter times
to apply ground stablization such as mulch, wheat straw, or grassas. The NC
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Perimeter dikes,
swale% ditches
7 days
None ,
and slopes
High Quality
Water (HOW)
7 days
None
Zone
'if slopes aro 10' or
Slopes steeper
7�
leas €n length and are
than 3:1
not steeper than 2:1,
14 days are allowed
Slopes 3:1 or
14 days
greater than W
flafterto
length
None
All other areas
(ete
with slopes flatter
14 days
mrs and
than 4:1
Hp zones)
* "Extensions of time may be approved by the permitting authority
based an weather or other site-speoitk conditions that make
compliance Impracticable." (Section I1.8(2Xb))
laws and rules relating to the Sediment Act require. In most plaom ground
stabilization within 21 days. Based an the new EPA requirements and
9 -months' work with a permit advisory group, CTAG, the Division and
EPA -developed permit, now =tains requirements for ground cover within 14,
and In some places, 7 days.
2) Building Waste Handling
No paint or liquid wastes in stroom or storm drains.
Dedicated areae for demo€ition. construction and other wastes must be
l000ted 50' tram akwm wins and struma uniess no reasonable
altematives avoladme.
Earthen -material stackpiles must be located 50' from storm drains and
streams unless no roasondbe altematives available.
Concrete materials must be controlled to avoid contact with surfbm
watem wetlands, or buffers.
3) Discharges to Federally --listed Waters
ReWkwnants are the acme as In previous permit.
The permit allows reduction tram the 20 acro mintmum N the Dbector of
DWQ determines that other BMPs provide equ€vdent protectton.
Ma•or Elements of DW9 Construction General Permit - Cont.
4) Inspections
Some weekly inspection requirements
Sarre rok gauge & inspections after 0:5" ruin avant
Inspections are only requ€red during "n* nd business hours"
Inspection reports must be ovonoWe on• -site during business hour*
unless site --specific exemption Is approved.
Records must be kept for 3 yam and awRable upon request
Electronledly-avalable records may be substituted under certain
canditions.
5) Implementation of New Permit Conditions
Project permitted under the previous permit can continua to follow
the previously -permitted conditions.
Complete applkatlons received prior to August 3. 2011 can follow
conditions of approved oWiration.
Appikations received after August 2, 2011 must comply with the nev
permit conditions.
6) Conditions in Erosion & Sedimentation Control Plans**
Demiggnnation on the plans where 7 and 14 -day ground stabftat€on
requirements of the NPDES permit apply
Des€gnotion an the plots where bosins that comply wih
surface -withdrawal requirements of the NPDES pEl mit are located.
7) Sediment Basin
Outlet structures must withdraw from basin surface unless
drainage area is less than i acro.
Use only DWQ-approved flo =1=t&
** In order for the E&SC Plan to satisfy the oond>iitione of the
Construction General permit, R must identify area where ground
stabilization requirements apply and the location of the brills where
the surface -withdrawal requkaments apply.
Final Drawing - For Review Purposes Only
Not Released for Construction
evision$ Date: December 2011
So
NCDEQ ; Cambs 07-M16 w
entation and Scale: AS shown Map No.
Erosion Control Dft",ai19 & wn br. twh 11-9NOA
"R
Sheet No. SED2