SW8051203_Approved Plans_20170502

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JOB NO:
J-16177
DATE:
10/29/04
DRAWN:
MCR
DESIGNED:
MCR
REVIEWED:
APPROVED:
SCALE:
I" = 200,
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PHASE KEY
PHASE I
PHASE 2
PHASE 3
nC 4 Z007
APFROWED
NORTH CA LINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVIS ON OF Wi ER QUALITY
/aq h3 C. �)Jw ---
GRAPHIC SCALE
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B NO:
J-16177
DATE:
10/29/04
AWN:
MCR
DESIGNED:
MCR
VIEWED:
APPROVED:
SCALE:
1" = 200'
( IN FEET )
1 inch = 200 ft.
SHEET

REV
RELEASE
NOTES
BY
DATE
A
INITIAL
RELEASE FOR NCDEQ REVIEW
JRC
23
SEP 2015
B
PHASE
PHASE
3B:
3C:
DIRECTED SWALE TO CHICKWEED COURT AND TO POND #6
ADDED VEGETATED SHELF AND UPDATED DETAILS
JRC
26
FEB 2016
C
PHASE
PHASE
3B:
3C:
ADDED SWALE DETENTION AREA BMP
MODIFIED DRAWDOWN ORIFICE DIAMETER
JRC
6
JUL 2016
D
PHASE
PHASE
3B:
3C:
PIPED SWALE AREA DIRECTLY TO UPDATED FOREBAY OF POND #6
RESIZED & MOVED POND #7 OUT OF 50 SSW SETBACK
JRC
18
APR 2017
■
r1111111r
COVER
STORMWATER MANAGEMENT PLAN: MODIFICATION TO SW8 051203-MOD
PHASE
313
AND 3C OF SAVANNAH LAKES AT THE MEADOWLANDS
SW-1
PHASE
313
OVERALL SITE PLAN
SW-2
PHASE
313
STORMWATER SYSTEM CONSTRUCTION DETAILS
SW-3
PHASE
3C
OVERALL SITE PLAN
SW-4
PHASE
3C
STORMWATER SYSTEM CONSTRUCTION DETAILS
SW-5
PHASE
3C
STORMWATER SYSTEM CONSTRUCTION DETAILS
SW-D1
PHASE
313
SUPPLEMENTAL STORMWATER OVERLAY PLAN
SW-D2
PHASE
3C
SUPPLEMENTAL STORMWATER OVERLAY PLAN
lggtttllitFtt7jf
j PRELIMINARY DESIGN
'f- NOT RELEASED FOR
a CONSTRUCTION
SEAL
4 033196a
ISSUED FOR AGENCY
f` rjf,tiiiii ,q,0l\ REVIEW ONLY
4f1820f7

DRAINAGE FROM LOTS 1 THROUGH 7 IS
DIRECTED TOWARDS MEADOWLANDS TRAIL
PER PERMIT SW8 051203. THAT DRAINAGE
IS THEN DIRECTED TWARDS TEH EXISTING
PERMITTED STORMWATER POND #1
f
Z
.fir!
� J
J
J�I
244 <pG 234Q��S
9 \ 247
DROP GRATE
RIM: 26.90
INV.: '25.30 (8"x2)
4 {c 4u0A ALOE 8243
�G r' , 235 1�
,� / \ L5�• s ' PIPE 0 0.29X
\ \OUNDARY
` SHINGLETREEE SWAMP AT cQ
CANAL EASEMENT ALONG
.�s THIS SIDE (TYP)
Savannah es � ,�►� ' Za �` ' 1 � 236
� �. . � '- .� �, � �vannah ak s
s41
t � °
.-. i. � • , tc Lam.. �, • ,� .:: • . - � i � �
• ; i- x. a
CENTERLINE
a e `s •°i is
� f
f�
v�=
Main
'
5
i
` 1 s >t i y .,
III.
11
a v b
..
INLET K
,....•�
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CENTERLINEHIGH POINT
R
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- i�
_ _ _ t_ 1R8 lNt _ t POINT �A0.
t
_ L£7 GRATE: 27.38 ' HIt/
�.j Z \ 1NVO: 24.14 ``
Meadowlands y ELEV.: 28 fl7 �s
\ \ �.. ..... / t
Clubhouse CZ \\ 'RCP ® toor.
N_+ \ 271
r
/
/
/
/
/
/
/
/
/
/
r
r
STORMWATER
POND #4
i P h to e\ `\ 7O 269 &$ 67 266
Ope
1 DRAINAGE FROM DOTS 274 AND 275 IS N n ��\ e
' DIRECTED TOWARDS THE EXISTING `3
PORTION OF PASTURAGE PLACE PER ` -- 85.25'_ ace
PERMIT SW8 051203. THAT DRAINAGE IS 42i'17,,`
THEN DIRECTED TWARDS TEH EXISTING
PERMITTED STORMWATER POND #1 --
N8822'21 "W 150.36'
GE
RAL 0TES:
PHASE 3B BUA
TABLE
1.
THIS IS A MODIFICATION TO THE SAVANNAH LAKES PHASE 36 SECTION OF
__P�//��AN
THE b(ISTING STATE PERMIT SW8 051203--MODIFICATION AND BRUNSWICK COUNTY
ST MASTER PERMIT 2008000441 ONLY.
WET DETENTION BASIN 6
CO
TOTAL DRAINAGE AREA
= 262,300 SF
2.
8 MARY SURVEY WAS OBTAINED FROM MAP BOOK 38, PAGE 46, PREPARED BY
NITH R. CRAWFORD, N.C. PROFESSIONAL LAND SURVEYOR, LICENSE NO.
IMPERVIOUS AREA
-4471.
ON -SITE BUILDINGS
= 80,000 SF
•
TOPOGRAPHIC LAND SURVEY COMPLETED BY TOMPKINS LAND SURVEYING, PA
ON -SITE STREETS
= 27,450 SF
LOCATED IN OCEAN ISLE BEACH, NC.
ON -SITE PARKING
= NONE
ON -SITE SIDEWALK
= 6,580 SF
•
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW GROUND
OTHER ON -SITE
= 9,810 SF
BEFORE COMMENCING CONSTRUCTION.
FUTURE
= 7,000 SF
5.
CONTRACTOR IS RESPONSIBLE FOR DISPOSAL. OF ALL WASTE MATERIALS
OFF -SITE
= NONE
GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
TOTAL
= 130,1840 SF
6.
ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED, OR
WDB 6 BASIN DENSITY
ELSEWISE ADEQUATELY STABILIZED, WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS, WHICH EVER IS SHORTER OF COMPLETION OF GRADING ACTIVITIES.
130,840 SF (100)` = 49.88%
262,300 SF
7.
EXCELSIOR MATTING AND SEEDING SHALL BE USED ON ALL EXPOSED SLOPES
STEEPER THAN 2:1. SOD MAY BE USED FOR ALL SLOPES FLATTER THAN 2:1.
8.
ALL STORM DRAIN DEVICES ARE 'DESIGNED TO PROVIDE POSITIVE DRAINAGE.
9.
STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAILABLE IN
CASE OF EMERGENCY DRAINING OF THE POND.
10.
ALL DRAINAGE FROM IMPERVIOUS SURFACES SHALL BE DIRECTED TO THE
PERMITTED STORMWATER POND.
11.
BASED UPON THE RECORDED MASTER DECLARATIONS FOR THE MEADOWLANDS
GOLF CLUB (DEED BOOK 1198, PAGE 0916), EACH LOT HAS AN EASEMENT AND
RIGHT-OF-WAY OVER AND UPON THE REAR AND FRONT TEN (10) FEET OF EACH E
UNIT FOR DRAINAGE AND INSTALLATION AND MAINTENANCE OF UTILITIES AND
SERVICES.
PHASE
3B LINE
TABLE
LINE
BEARING
DISTANCE
L1
N
26'01,49"
E
132.20'
L2
N
34"57'23"
E
61,76'
L3
N
43'40'42"
E
5323'
L4
N
62`10'25"
E
61.65'
L5
N
62"10'25"
E
7065'
L6
N
59'5654"
E
14.36'
L7
S
38°07'04"
E
58.38'
L8
S
1427'47"
E
47.37'
L9
S
32'33' 28"
E
137.41'
L10
N
74'38'35"
W
44.28'
L11
S
2626'19"
W
20.74'
L12
N
53"20'47"
E
41.62'
L13
N
36'56'03"
E
50.00,
L14
S
55'01'14"
E
38.04'
L15
S
88'22'21 "
E
8.04'
L16
S
8822'21 "
E
13.52'
ra.e.::.rsttaEae...tir..aiar.a:ms!
1..
s Golf Club
PHASE 3B CURVE TABLE
CURVE
RADIUS
TANGENT
LENGTH
DELTA
CHORD
CHORD BEARING
C1
330.00'
23.99'
47.89'
8'18'56"
47.85'
N 49*11'19" E
C2
25.00'
21.70'
35.74'
81.54'12"
32.77'
N 85"58'57" E
C3
55.50'
99.41'
117.84'
121'3858"
96.92'
S 31 `31'30" W
C4
25.00'
8.18'
15.81'
36`1 S49"
15.55'
S 74*14'04" W
C5
20.00'
10.06,
18.65'
53`24'51"
17.98'
N 64*55'14" E
C6
55.50'
21.85'
41.62'
42'58'17"
40.66
N 59'41'57" E
GRAPHIC SCALE
U4 FEET
h = 50 ft
PRELIMINARY DESIGN
NOT • ! FOR
CONSTRUCTION
i
ISSUED FOR
REVIEW ONLY
LEGEND:
DRAINAGE BASIN
0 ! 1 II =
PHASE-1113 BOUNDARY
30
EXIST. MAJOR CONTOUR
29
EXIST. MINOR CONTOUR
---r40
PRO. SURFACE CONTOUR
PRO. EOP AND BOC
PRO. LOT LINE
PRO. RIGHT OF WAY
PRO. CULVERT
°-°--
PRO. DRAINAGE BASIN
--}
PRO. FLOW DIRECTION
- -- - - ---- -- -
PRO. DRAINAGE EASEMENT
E:
BEFORE
STOP
CALL 1
• +''
CALL CENTER
I
°'SUPPLEMENTAL
ADM LOT DRAINAGE EASEMENTS &
ANNOTATION
��►
i
L
OWNER:
Meadowlands Golf Club, Inc.
P.O. Box 4159
Calabash, IBC 28467
Phone: [phone]
PROJECT
i� t
DESIGN
NUMBER:
Savannah
at - Meadowlands
Phase as
>
Overall Site Plan

■
1
N
(2) 8" FES
INV.: 24.0 (PPE)
29
261
G c,� RISE
SEE
Z
A/
\ EMERGENCY SPILLWA
SEE DETAIL
51' \
54
126 \ \ \
200' \ \
\ \
691
66'
Meadowlands Golf Club
I
-,
` X\`� l � BERM TO BE BUILT ON BACK OF CURB-
0 _1� 1 \\=";,' BACKSIDE OF pip V.
` i i \t 1} PROPOSED INLET TO
�;,Cs DIRECT ALL DRAINAGE
FROM SWALE INTO BOX
)00
2 Sri \ !� � i \t\
\ \
000000000000
X-- 000000000000
000000000000
'� \\ DROP GRATE \
RIM; 26.70
INV.: 25.30 (8"x2)
\ p\
1
PLAN
EXISTING DRAINAGE \
SWALE BETWEEN \ \\ ',o �9 STANDARD 24" ROLL CURB - 7
PHASE 1 AND PHASE 3B \ Q�O,y� FRAME AND GRATE I
258 ��cF
\ o
EXISTING SWALE DROP INLET PLAN 1
SCALE: 1" = 20' (ON 24"X36" SHEET)
in
"x4'-8" O.D. N
:AST RISER BOX TO
#4 REBARS Q 10"
:.W. W/3" COVER
"x3'-3 METAL TRASH
WITH NO GREATER
1 4" SQUARE
R—SPACE OPENINGS
VC AS
'ED
VC SCREW PLUG
.: 25.15 (MIN)
VC AS NEEDED
VC TEE
VC AS NEEDED
VC CAP
loll—o"
50'-0"
10"—o"
UTILITY EASEMENT
RIGHT OF WAY
UTILITY EASEMENT
4'-0"
SIDEWALK
2'-0"
PLAZA
26'-0"
BOC—BOC
22'-0"
EOP—EOP
2'-0"
PLAZA
4'-0"
SIDEWALK
2,-0„
ROLL
2'-0„
ROLL
EMBANKMENT
10' BERM AROUND
ALL OF POND
ELEV.: 27.0'
,.� ` �!
T yV
HDPE INFLUENT PIPES
(2)8" INV.: 24.0
CPP INFLUENT PIPES
18"INV.: 21.75
24" INV: 22.00
CURB CURB 1/2"
IES: NOS PER THAN 3:1 1R VARIES: NOS EPER THAN 3:1
1/4" PER FT PER FT » � PER FT 1/4" PER FT
� / 1 /4 PER FT 1 /4 ' PER FT
IES: NO STEEpE MAC 3:1�\ \' \ \ ; ' ' ` / / / / / / / / / / / / / \ i ~\ \ .\2_ 0" �ARIES: NO STEEPER THAN 31
r\\X/\/ / \/'�/ ,j//\,f\f/!// /\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\! \/ ///\/ ////�/ jt//(TYP)f %
/s.,�;
AT
- 6" AGGRG ATE BASE SURFACCCOURSE j" WATERLINE
TYPICAL ROADWAY SECTION 24" COMPACTED SUBGRADE
NOT TO SCALE
SEDIMENT FOREBAY FOREBAY WEIR —
_ TOP OF POND ELEV.: 27.0'
TEMPORARY POOL ELEV.: 25.15'
PERMANENT POOL ELEV.: 24.00
CLEANOUT ELEV.: 18.0' 2
BOTTOM ELEV.: 17.0'
APPROXIMATE LENGTH 60'
IA. DRILLED HOLE
.: 23.00
"x4'-10"x8"
NDED BASE TO HAVE
EBARS ® 10"
W. W/3" COVER
E OF BOX TO BE
ED WITH GROUT TO
RE DRAINAGE TO
SPILLWAY BARREL
RISER BOX DETAIL
NOT TO SCALE
�12 12
R
d
�6
f-24' r
TYPICAL ROLL CURB AND GUTTER
NOT TO SCALE
OUTFLOW PIPE
1\
FRAME & GRATE [L I
FOOTING (TYP.)
PLAN
MAIN POND
EMBANKMENT
TOP OF SHELF ELEV.: 24.5'
�10'
MAIN POND RISER
10' BERM AROUND
VEGETATED SHELF
AROUND ALL OF MAIN POND
STRUCTURE. SEE
ALL OF POND:
/ BOTTOM OF SHELF ELEV.: 23.5'
DETAIL ON THIS SHEET
ELEV.: 27.0'
TOP OF POND ELEV.: 27.0'
TEMPORARY POOL ELEV: 25.15'
3'• nn
PERMANENT POOL ELEV.: 24.00
SEDIMENT CLEANOUT ELEV: 18.0'
(2) 6.5'x6.5'x6"
ANTISEEP COLLARS
POND CROSS-SECTION DETAIL
NOT TO SCALE
BOTTOM OF POND ELEV.: 17.0' CENTERED ON PIPE
n000nv,un= ,r-k,t­ru azn*---
10' EMERGENCY
SPILLWAY
ELEV.: 25.75'
OUTLET
CHANNEL
:NLJ
45' OF 30
CPP ® 0.50%
SECTION Y—Y
STANDARD CURB INLET DETAIL
NOT TO SCALE
27.0 10' +27.0 -
3 1 1 3
I-
{ I—) 25.75 25.75 11-
=1 1 — \ -+ 111=
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
�sw
RIM ELEVATION AS
D SPECIFIED IN PLANS
FRAME & GRATE
00 OUTFLOW PIPE
FOOTING
o d o
! I I U
N "rM -It M
t
CO
#4 BARS @ 12"O.C. EACH WAY 1'-4
( TYP. )
6" #57 WASHED STONE SEC'n0N
DROP GRATE DETAIL
NOT TO SCALE
POND • ELEVATION TABLE
J
•
•• . •
■
PRELIMINARY DESIGN
• RELEASED
. FOR
CONSTRUCTION
ISSUED FOR AGE
REVIEW ONLY
4.25"
LEGEND:
BEFORE YOU DIG
top n %i T uA*vw% ff P&
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW
PIPED SWALE AREA DIRECTLY TO POND #6
JRC
D
AND UPDATED POND AREA.
4/18/17
RESUBMITTAL TO NCDEQ
JRC
C
ADDED SWALE DETENTION AREA BMP
6/7/16
B
DIRECTED DRAINAGE FROM SWALE AREA
JRC
2/26/16
TO CHICKWEED COURT SD SYSTEM
A
INITIAL RELEASE FOR NCDEQ REVIEW
JRC
9/23/15
REV.
DESCRIPTIONREV
BY
RAT
REVISIONS
f
ESS�I�,��rrfy
SEAL 1
033196
,tfllfttit o0\ `
41i8/2017
OWNER:
Meadowlands Golf Club, Inc.
P.O. Box 4 159
Calabash, NC 28467
Phone: [phone]
DRAWN
F.
BRAXTON
PROJECT
NUMBER 310-03
DESIGN J. CARMINE
CHECK:
J.
PETROFF
SCALE : AS NOTED
APPROVED
J.
CARMINE
DATE 18 SEP 2015
FILE NAME

GENERAL NOTES:
1. THIS PLAN IS A MODIFICATION TO THE SAVANNAH LAKES PHASE 3C SECTION OF THE
EXISTING STATE PERMIT SW8 051203—MODIFICATION AND BRUNSWICK COUNTY
STORMWATER PERMIT 2008000441 ONLY.
2. BOUNDARY SURVEY WAS OBTAINED FROM MAP BOOK 38, PAGE 46, PREPARED BY
KENNITH R. CRAWFORD, N.C. PROFESSIONAL LAND SURVEYOR, LICENSE NO. L-4471.
3. TOPOGRAPHIC LAND SURVEY COMPLETED BY TOMPKINS LAND SURVEYING, PA LOCATED IN
OCEAN ISLE BEACH, NC.
4. WETLAND DELINEATION WAS PREPARED BY LAND MANAGEMENT GROUP AND HAS BEEN
APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS (SAW-2006-40566).
APPROXIMATELY 2,830 SF OF WETLAND IMPACT FOR THIS PROJECT WAS APPROVED AND
INCLUDED AS PART OF THE EROSION CONTROL WORK FOR THIS PROJECT.
5. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ABOVE AND BELOW GROUND
BEFORE COMMENCING CONSTRUCTION.
6. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
7. ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED, OR ELSEWISE
ADEQUATELY STABILIZED, WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICH EVER
IS SHORTER OF COMPLETION OF GRADING ACTIVITIES.
8. EXCELSIOR MATTING AND SEEDING SHALL BE USED ON ALL EXPOSED SLOPES STEEPER
THAN 2:1. SOD MAY BE USED FOR ALL SLOPES FLATTER THAN 2:1.
9. ALL STORM DRAIN DEVICES ARE DESIGNED TO PROVIDE POSITIVE DRAINAGE.
10. STORMWATER PUMPS ARE TO BE PROVIDED OR TO BE READILY AVAILABLE IN CASE OF
EMERGENCY DRAINING OF THE POND.
11. ALL DRAINAGE FROM IMPERVIOUS SURFACES SHALL BE DIRECTED TO THE PERMITTED
STORMWATER POND.
12. BRIDGE OVER SHINGLETREE CREEK CANAL BY OTHERS, STORMWATER FROM THE BRIDGE
SHALL BE DIRECTED TO THE STORMWATER POND.
13. LOTS SHALL BE ELEVATED APPROXIMATELY 18" ABOVE THE TOP OF CURB ELEVATION
AND GRADED SUCH THAT THE DRAINAGE OFF OF ALL IMPERVIOUS SURFACES DRAINS
DIRECTLY TO THE PIPED DRAINAGE SYSTEM OR A FOREBAY.
TOP OF BANK
SHINGLETERE
SWAMP CANAL
D CANAL EASEMENT
AND LOT LINE
50' TOP- OF
BANK SETBACK
BRIDGE OV
SHINGLER
SWAMP CAN
1
MEADO\
I
WET DETENTION BASIN 7
TOTAL DRAINAGE AREA
= 914,300 SF
IMPERVIOUS AREA
ON -SITE BUILDINGS
= 248,000 SF
ON -SITE STREETS
= 90,655 SF
ON -SITE PARKING
= NONE
ON -SITE SIDEWALK
= NONE
OTHER ON -SITE
= NONE
FUTURE
= 30,000 SF
OFF -SITE
= NONE
TOTAL = 368,655 SF
WDB 6 BASIN DENSITY
368,655 SF (100) = 40.32%
914,300 SF
f
PRELIMINARY DESIGN
NOT i•
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
/ v
RIP RAP APRON AND ern , �` �•
.,
INV., 24.85 i �.-
TOP OF BANK
1 v
CANAL EASEMENT / IUj
''
50 TOP OF
BANK SETBACK'
SHINGLETREE SWAMP CANAL �� / ®- `' +� ... ® ' t
DOES NOT HAVE A NORMAL
WATER LEVEL AS IT IS A i :' �`'` •• ,,, ® ``,�{
DRAINAGE CORRIDOR AND
FLUCTUATES WITHIN TWO FEET ',► 88
BORING: B1 -+� M,� 96 i
OP OF BANK
24.6�
OFT
PROTECT STRAND 1,� err _ ___ \ /
OF TREES Q' r�� - =\\ ` \ r/ ! 37 1� \, `®
TOP OF BANK , £z �� )i MAIN POND
SHINGLETERE
SWAMP CANAL
o is ? y 1RES \
/ .
CANAL EASEMENT / �/! }t
�- �- � 32�
AND LOT LINE �- �Q �/W
50 TOP OF Q �n :z` = _ I I `'`\ , \ \ ♦ \
BANK SETBACK .`�-=---`--_ /1, 135_ _20' DE
131
A�
1133
f
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! I O L - w w w w w , _
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77
,
140
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414I
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150
#} ' f ( ` •� w n. w w v v w\ v e ..� v •� `� w w w v w v w w w 1 5G , ♦ //\
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32 \
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31
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' �v.. ,i• v v w v w a- v. w w w\ v v v w v w w 30
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W
....�.,ws
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M,t2�t .ZN
\ SOIL
`BORING B3
S'HWT: 26.75N10�3�
.- w w v w �.
w w w
w w I w w w
w .., v .v w w _
.• w w 3t30•-+--�'�""~�
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'
,
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1
GRAPHIC SCALE
40 80 160 320
( IN FEET )
i inch = 80 ft.
I
W
N�O��,PN gOp,O N
NORTH
SITE
cq� �
'4
Bgsy
u�F Rp b�
VICINITY MAP
NOT TO SCALE
LEGEND:
EXIST. WETLAND
w w w w
w w w w w
N132 3
789.10'
EXIST. PROPERTY BOUNDARY
_40-
EXIST. MAJOR CONTOUR
-- . 39 . - __ _,
EXIST. MINOR CONTOUR
40
PRO.
SURFACE CONTOUR
----- 39 - - -
PRO.
SUBSURFACE CONTOUR
PRO.
EOP AND BOC
PRO.
LOT LINE
- - - - —
PRO.
RIGHT OF WAY
— — —
PRO.
DRAINAGE EASEMENT
PRO.
CULVERT
- ® - -• - - - -
PRO.
DRAINAGE BASIN
IN
PRO.
STORM DRAIN
___4
PRO.
FLOW DIRECTION
BEFORE YOU DIG
STU raw&
CALL i 800 632-4.949
N.G. ONE -CALL CENTER
IT'S THE LAW
SIZED POND0 D
JRC
D
50' SURFACE WATER SETBACK.
4j18/17
RESUBMITTAL DRAWING TO NCDEQ
C
MODIFIED DRAWDOWN ORIFICE DIAMETER
JRC
6/7/16
B
ADDED VEGETATED SHELF INFORMATION
JRC
2/26/16
AND UPDATED CROSS -SECTIONS
A
INITIAL RELEASE FOR NCDEQ REVIEW
JRC
9/23/15
REV'
DESCRIPTION
REV.BY
DATE
#
REVISIONS
Meadowlands Golf Club, Inc.
P.O. Box 4159
Calabash, NC 28467
Phone: (91 a) 579 - 3737
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No: P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC28402 www.cideng.com Fax: [phone]
DRAWN :
R.
LEWIS
PROJECT
NUMBER 310— 04
DESIGN : J. CARMINE
CHECK :
J.
PETROFF
SCALE 1" = 80'
APPROVED
J.
CARMINE
DATE 18 SEP 2015
FILE NAME
Savannah Lakes
of the Meadowlands
Phase 3C
JOB NUMBER
310-04•

PROTECT STRAND TOP OF POND @ ELEV. 28.3
OF TREES TO REMAIN OUTSIDE OF 50'
A:) SURFACE WATER OFFSET (TYP) TOP OF BANK
IV 4 SHINGLETREE SWAMP
CANAL EASEMENT
TOP OF SHINGLETREE
SWAMP CANAL BANK
of i
SPILLWAY
LENGTH: 25'
00
kk
OF VEGETATED SHELF AT 10:1
'k BOTTOM SHELF: 23.6
7 PERMANENT POOL: 24.10
APPROXIMATELY 550
#7 LINEAR FEET FLOW PATH
R GH INSET AP
HIS SHEE
NORTH
MAIN POND #7 AND FOREBAY 7A PLAN DETAIL
BOX TO HAVE #4
W/3" COVER
RACK WITH NO GREATER
THAN 4" SQUARE
CLEAR —SPACE OPENINGS
INV. IN.: 22.00' TOP 6" PVC SCREW PLUG
6" PVC AS NEEDED OR J" PVC
ASSEMBLYp� TEE
` 10
PVC AS NEEDED
CAP YNTM
«'^ -
0 CIRCULAR HOLE |
~ K� �DRILLED IN BOTTOM ---/
-
MAIN POND RISER DET IL T10 19.
NOT TO SCALE
7`—«"x7`-0"x12"
ANTI —FLOATATION BASE
TO HAVE #4 REBARS 0
10" O.C.E.NL VY/3" COVER
FOREBAY-713 PLAN DETAIL
`
'
1`=30' (ON 24"%36" SHEET) �
|
-
~ '
' 4'-0"x4'-0"X4`0/ RISER
BOX TO HAVE #4 �
REBARS @ 10" {lC`E.YK �
W/3" COVER �
3'-0"x3'-0" METAL TRASH
RACK WITH NO GREATER�
~^ THAN 4" RE �
CLEAR —SPACE OPENINGS�
SPILLWAY BARREL �
" �.
205. OF3C[ CPP
ATO.24% < >�
INV. 8g IN.: .. 21 ' ,
. �
FE3 OUT.: 21.4O' �
.
AN «
NY
NOT TO SCALE T10N U,
^~~ '
^~ .
�
—O'—O`xG'—O^x12"
ANTI —FLOATATION BASE
TO HAVE #4 REBAR5 @
NORTH
SITE Z
411,
VICINITY MAP
NOT TO SCALE
LEGEND:
PRO. WETLAND
EXIST. WETLAND
MITIGATION
789.1 OF
EXIST.
PROPERTY BOUNDARY
_40-
EXIST.
MAJOR CONTOUR
_39
PRO.
SUBSURFACE CONTOUR
PRO.
LOT LINE
PRO.
RIGHT OF WAY
PRO.
DRAINAGE EASEMENT
PRO.
CULVERT
PRO.
STORM DRAIN
PRO.
FLOW DIRECTION
BEFORE YOU DIG
%IJ F_
N.C. ONE -CALL CENTER
IT'S THE LAW
D
50' SURFACE WATER SETBACK.
6/7/16
B
ADDED VEGETATED SHELF INFORMATION
JRC
2/26/16
AND UPDATED CROSS —SECTIONS
JRC
A
INITIAL RELEASE FOR NCDEQ REVIEW
9/23/15
REV.
DESCRIPTION
R_V.B
7
Meadowlands Golf Club, Inc.
P.O. Box 4159
Calabash, NC 28467
e'DRAWN
R.
LENS
PROJECT
310-04
NUMBER
DESIGN J. CARMINE
CHECK:
J.
PETROFF
SCALE AS NOTED
Savannah Lakes
at the Meadowlands
Phase 3C
NOT RELEASED FOR
fir
gtoe water System
i ISSUED FOR A("3ENCY
REVIEW ONLY
JOBNUMBER SHEET NUMBER
310-04 SW-4

A
M MIN
IN
24" CONC.
FLARED END CLASS-'B' RIP RAP
SECTION WITH MIN. STONE
THICKNESS OF 18"
ISOMETRIC VIEW
PLAN
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. LA IS THE LENGTH OF THE R|PRAP APRON.
2. [} = 1.5 TIMES THE K4A%|MUW STONE DIAMETER
BUT NOT LESS THAN 0"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RiPRAP AND SOIL
FOUNDATION.
RIP RAP AT FLARED END SECTION DETAIL
NOT TO SCALE
OUTFLOW PIPE
PROPOSED
GRADE
10—YR: 26'25 RWSL
FOREBAY WEIR
ELEV.: 24.1
TOP OF POND: 28.0
TOP OF SHELF: 24.6
TOP OF POND
SH|NGLETREE SWAMP
C4N4|
^— x5'x4-CONCRETE
ANTI —SEEP AN—S��P COLLARS
``'``~``''
FOREBAY-713 ELEVATION TABLE MAIN POND #7 AND FOREBAY 7A OUTLET CROSS-SECTION CLASS—B RIP RAP
EMERGENCY SPILLWAY W/FILTER FABRIC
TOP OF FOREBAY: 29.5 SPILLWAY ELEVATION: 26.9'
PERMANENT POOL: 26.00
CLEANOUT: 21.0 ITO MAIN POND #71 FOREBAY 7B EMERGENCY SPILLWAY DEI
MAIN POND EMERGENCY SPILLWAY DETAIL NOT TO SCALE
NOT TO SCALE
FOREBAY-7B CROSS-SECTION
NOT TO SCALE SIMILAR SPECIES OF PLANTS
BOTANICAL NAME COMMON NAME (TYP) SEE NOTE 4
FRAME, GRATE & HOOD Asclepid incarnata Swamp Milkweed 20'
Hibiscus coccineus Scarlet Rose Mallow G %.f lklol %of 10 _0
Hibiscus loevis Halberdleaf Rose Mallow
UJI
Kosteletzkva virginico Seashore Mallow SHALLOW
LAND
PERMANENT
1. NO TREES OR WOODY SHRUBS ARE TO BE PLANTED ON THE LLj
VEGETATED SHELF OR POND EMBANKMENTS. SHALLOW -A
2. ALL PLANTS SPECIES SHALL BE FROM THE NCDENR—DWQ APPROVED WATER Na %J K
PLANT LIST FOR SHALLOW WATER AND SHALLOW LAND HERBACEOUS Lt—
PLANTS AND AS RECOMMENDED BY A CER11FIED LANDSCAPER OR _j
SECTION X if <
SUPPLY NURSERY FOR THE APPLICABLE PLANTINGS ZONE OR
3. THE VEGETATED SELF IS TO BE PLANTED WITH A MINIMUM OF 3
SPECIES OF SHALLOW WATER PLANTS AND 3 SPECIES OF SHALLOW
BACK OF CURB LAND PLANTS. POOL ELEV 0.5'
4. SIMILAR SPECIES OF PLANTS ARE TO BE GROUPED TOGETHER. 2'_
y 5. PLANTS SHALL COME FROM THE NURSERY IN AT LEAST A 4 —1
CUBIC —INCH CONTAINER. Typ.
6. THE PLANTING DENSITY SHALL BE 24" ON CENTER, NTH A MINIMUM
C14 OF 50 TOTAL PLANTS PER 200SF OF VEGETATED SELF AREA.
NOT TO SCALE
CURB LINE TO TRANSITION TO
ROLL CURB OVER 5' FROM
CURB INLET ON EACH SIDE.
,
�
UPSTREAM
CATCH BASIN
DOWNSTREAM
CATCH BAS IN
UPSTREAM
RIM ELEV.
PIPE
LENGTH
PI PE
DIAMETER
UPSTREAM
I NVERT ELEV.
DOWNSTREAM
I NVERT E LEV.
PIPE
SLOPE
PIPE
MATERIAL
PIPING SCHEDULE
NOT TO SCALE
6" OF ABC
TYPICAL ROAD SECTION DETAIL
NOT TO SCALE
�
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
o v�
NORTH
SITE
VICINITY MAP
NOT TO SCALE
BEFORE YOU DIG
Om""'Tu
N.C. ONE -CALL CENTER
IT'S THE LAW
D
50' SURFACE WATER SETBACK.
6/7/16
B
ADDED VEGETATED SHELF INFORMATION
JRC
2/26/16
AND UPDATED CROSS —SECTIONS
A
INITIAL RELEASE FOR NCDEQ REVIEW
JRC
REV.
DESCRIPTION I
REV.BY
REVISIONS
j
CA
033196
77
411812017
e'DRAWN : R. LEWIS PROJECT
DESIGN - J. CARMINE NUMBER 310-04
CHECK: J. PETROFF SCALE: AS NOTED
APPROVED: J. CARMINE DATE 18 SEP 2015

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N OF POND 6 FROM SURVEY DATA
L
�T\
SE
ATYP.) TOP ELEVATION: 27.0
y
NV_ 1.0
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7.`
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P�
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i�.x
RED BOUNDARY IS THE TOP OF
X" POND FOR THE PREVIOUSLY
PERMITTED LAKE 6
TOP ELEVATION: 28.0
N
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1. THIS PLAN SHOWS AN UNDERLAY OF THE PREVIOUSLY PERMITTED DESIGN PLANS FOR
PHASE 3B (DESIGNED AND PERMITTED BY OTHERS) TO ILLUSTRATE THAT THE Dirr
11., Call Before Y011
EXISTING TOP OF POND 6 HAS NOT MOVED ANY CLOSER TO SURFACE WATERS THAN
if. 111tis The Law"
PREVIOUSLY DESIGNED (LAKE 6). 1.800-632-
2 THE TOP OF POND AND OTHER SITE TOPOGRAPHY AS NEEDED WAS SURVEYED BY
THOMPKINS LAND SURVEYING, PA (L-2851) ON DECEMBER 12, 2016 AS PART OF
—mc-IsS ovit-r-jowOr-i FvR FLAM.
3. THE PREVIOUSLY PERMITTED TOP OF POND FOR LAKE 6 WAS AT ELEVATION 28.0
LEGEND:
DRAINAGE BASIN
I
PHASE-118 BOUNDARY
30 —
EXIST. MAJOR CONTOUR
---29---------
EXIST. MINOR CONTOUR
PRO. SURFACE CONTOUR
PRO. EOP AND BOC
PRO. LOT LINE
PRO. RIGHT OF WAY
PRO. CULVERT
PRO. DRAINAGE BASIN
PRO. FLOW DIRECTION
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
A
INITIAL RELEASE FOR NCDEQ REVIEW
JRC
4/18/17
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
OWNER:
Meadowlands Golf Club, Inc.
P.O. Box 4159
Calabash, NC 28467
Phone- (910) 579 - 3737
e
Coastal Land Deli n PLLC
Civil Engineering If Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No: P-0369
P.O.Box 1172 Phone: 910-254-
Wilmington, NC28402 www.cldeng.com Fax: 910-254-
I kNIUMLIUMItU IN KtU). INt tAIZ:-IINU IUF U� t-UNU b 1b Al tLtVAIIUN Z/.0
0 �2 6 6)
\1 0 0 Z "1 1, "� (HIGHLIGHTED IN BLUE). THE EXISTING TOP OF POND IS LOCATED APPROXIMATELY
ICq 6) M Q i MINIMUM RDUG"rle eDRAWN . F. BRAXTON PROJECT
I z r , V_
> 310-03
0 0.50' FURTHER AWAY FROM EXISTING SURFACE WATERS THAN ORIGINALLY PERMITTED
I It %* "Iti
DESIGN J. CARMINE NUMBER:
I MINIMUM Fjo7UGH 11 -29-75 " ~ 1, ~%*1 AD
IL CHECK: J. PETROFF SCALE 1" = 30'
-4. THIS PLAN IS INTENDED AS AN ILLUSTRATION ONLY TO HIGHLIGHT THE TOP OF POND
NV-' 2017
ELEVATIONS AND LOCATION. THE DESIGN ELEMENTS PROVIDED ON THIS PLAN SHOW DATE.- APPROVED J. CARMINE DATE 18 APR.
BOTH PREVIOUSLY PERMITTED AND EXISTING CONDITIONS DUE TO THE OVERLAY. THIS DRAWN' CPO FILE NAME
)7 1 PI AKI qWOI 11 r) Kim PF I I(ZPr) Pr)P r.r)KlqTPI IrTiONI 1)17,Zlr-Kl ()P P[7PhAlTTllQr%_ mia
N
MEADOWLANDS GOLF-C \, B, INC.
JOB NUMBER SHEET NUMBER
310-03 SW-D1

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VICNNma
SCBEDULE OF DRAWINGS
SHEET NO.
DESCRIPTION
1
COVER. SHEET
2
RiDEX: AND GENERAL INFORMATION
3 '
EROSION AND POLLUTION CONTROL PLAN
4
OVERALL UTILITY PLAN
5A - 5D
STAIGNG, CLEARING, AND EROSION CONTROL PLAN
6
SITE DEVELOPMENT PLAN
7
SITE DEVELOPMENT PLAN
8
SITE DEVELOPMENT PLAN
9
SITE DEVELOPMENT PLAN
10
SITE DEVELOPMENT PLAN
11
SITE DEVELOPMENT PLAN
12
SITE DEVELOPMENT PLAN
13
SITE DEVELOPMENT PLAN
14
ROAD PROFILES
15
ROAD PROFILES
16
ROAD PROFILES
20
DRAINAGE PROFILES
21
DRAINAGE PROFILES
22
DRAINAGE PROFILES
23
EROSION AND POLLUTION CONTROL DETAILS
24A-24B
SEDWENTATION, GRADING AND DRAINAGE DETAILS
25
GRADING AND DRAINAGE DETAILS
..
V A 4 D T A TT
e� f'21Ti'i�Z:�Sii7° iiF'S—
__SP T A Ti,"T' A ii Cs
34
31
32
33
R I E D
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JA!Sl$ CARP
z� N ,
A00,
BY' t�
•.'` _
� & HtiTiON
"# SEAL x'd = s : ENGINEERING VORTH CAROUN; t ;F �t
$ass �qEE 0 c 00Na*.F.-...tNEI
' DIVISION
V{gym
A I
0 IN4
OF
JIL
ou`AR""E11NA 14 c
M�YRT c
� North Carolina
S .AH, OA MOUNT PEEASANT, SC
E C E I V ED
THOMAS & HUTTON ENGINEERING CO.
Call Before You Dig 1350 FARROW PARKWAY
J N 112008 'It's The Law" MYRTLE BEACH, S.C. 29577
-${�-�32-494�
P�WOPHONE [phone] FAX: [phone]
PROJ wwwAhomas-hutton.com
One Call Center

q TOPOGRAPHY LEGEND GENERAL NOTES • l''.. \,
-` I. ALL ELEVATIONS ARE REFERENCED TO NAVD I988.
DESCRIPTION EXISTING PROPOSED
0 2. CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS PRIOR TO USING THEM FOR \ `;:� � �� '"- 3"��_ _! � � z
O RIGHT-OF-WAY LINE CONSTRUCTION.
cv .
3. EXISTING UNDERGROUND UTILITIES SHOWN IN THESE PLANS ARE BASED ON AVAILABLE
i
v INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION "� I
OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. IF UTILITIES OTHER THAN
o PROPERTY LINE ._.......--- - - - -- -- -- ! r/ ..%. 1.,� .� EXISTING LAKE I f
THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE /
ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED
3o SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY ' \� i d ;` / - ;'`•
ROAD THE CONTRACTOR. ♦ �'� �;r"
O 1/ I
p 4. THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING /' r \ %"'��� EXffSTING LAKE 2
/ .`."
,
(D UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
CO EASEMENT
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR
m TO BEGINNING ANY REMOVAL OPERATION.
E
1 3
MEADOWLANDS PHAS 1
TREE LINE , , t � 6. WHEN FIELD INSPECTIONS ARE REQUIRED, CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER. AND � '+
cn THE PROJECT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS. ; � / �'�%'�^`, r' I SORMWATER PERMIT
;
7. CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE APPROPRIATE
Ilk
Pos�D NO. SW8 051203
o TOP OF LAKE _ _ RIGHT-OF-WAY, EASEMENT, OR WETLAND PRIOR TO FINAL APPROVAL. i !
8. NEW PAVEMENT SHALL BE FLUSH WITH EDGE OF EXISTING PAVEMENT.cD
t ` E
v CONTOUR ...
� �\� r. ,�- � ®�® ��+'® 9. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS 1,�_ v `-' � \ =�i � � �` - �� %• 1� ��-' �� s
OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS.--
t?
3 /,��OR
AWATER AND SEWER NOTES:SPOT ELEVATION FG 7.0 Q OR +
O 1. CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES WITH BRUNSWICK COUNTY PUBLIC EXISTING LAKE 4
jp/0 -0�� WORKS. ! Y
`, E`iISTING LAKE 3CD
J , t
TREE PROTECTION }\� ;"____ Jl (" r i t
l 0 2. CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER THE WATER MAIN PIPE BARREL OF 3'-0" UNLESS r 5
O� OTHERWISE INDICATED. % ! %t ;r ^: 1 {
to �` r 1 l.. ✓`_./+'I 1
CLEARING LIMITS C 3. SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE J} I, \ I +,'
CL CL L DRAWINGS BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE W W t,'` . \,, y:l i! _ �• ^'
CONTRACTOR IS RESPONSIBLE FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE
EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO `,� ''--- (.. ! f �i '✓
„ j�, `+ ,
> K ADDITIONAL COST TO THE OWNER.
GRAND TREE TO BE REMOVED
j
4. THE CONTRACTOR SHALL NOTIFY BRUNSWICK COUNTY PUBLIC WORKS AND THE ENGINEER 48 w I ;
e • - i_ _ - • .S ,.l it . -,_. r / �+� tl. +� r-.._... _ _ _ } J ' , }}
HOURS IN ADVANCE OF ALL REQUIRED TESTS AND INSPECTIONS.
GRAND TREE �c �;,+ .'. .'� ,� ,.--- --f:� %!:f i t
._ : . , t...:� . / ,� _� r , !',t �`' PANDED' LAKE 3A
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO ''r / L'_'.'.' '. �. j( ; ` ' ^�
BEGINNING ANY REMOVAL OPERATION. % . . ' • /
� t .,� .� r (� 't , •� ; 1, \ ' z+ �_. h I �----.-�._._.,...'---`"."--.--r-, _-•_..._..+_w__, l , -\ .
ASPHALT PAVEMENT 6. ALL WATER MAINS SHALL BE POLYVINYL CHLORIDE (PVC C900) UNLESS OTHERWISE INDICATED.PHASE'X-*
7. ALL GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE (PVC DR35) UNLESS OTHERWISE INDICATED. 1 ' •' i L- ?++ i _ �' J
8. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE.
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,
9. ROOF BRAINS SHALL BE USED TO DRAIN RUNOFF INTO THE STORMWATER SYSTEM.
DRAINAGE LEGEND
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PROPOSED ,..' ----� `--___�_ �. • �- ; � j '' € i ; � rft r ! •, � i � / J! �
DESCRIPTION EXISTING PROPOSED LAKE 7
N SEQUENCE
CURB INLET TYPE A TOC
O /f 0
1• CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION EXITS AS SHOWN ON PLANS.; J
i/ t �� f i /
2. INSTALL TEMPORARY SILT FENCE. _ - I . _..11, `x 1�Ji #ta r
CURB INLET TYPE B ® 3. INSTALL TEMPORARY STORM DRAIN AND FILL NOTED DITCHES FOR CONSTRUCTION ACCESS ACROSS SITE. �; ,i i �/ w
�'- i 4. INSTALL TEMPORARY SEDIMENT BASINS AND INSTALL TEMPORARY DRAINAGE SWALES. tt I Z m
f O
5. CONTACT BRUNSWICK COUNTY TO SCHEDULE INSPECTION OF EROSION CONTROL MEASURES. ` - - - : - -- -- �; %; >_ O O
6. CLEAR APPROVED AREAS. t ` \ ,' Z d 0 �--
-.._..__..._....__.+ 7. APPLY WATER AS NECESSARY TO PREVENT WIND EROSION THROUGHOUT CONSTRUCTION. ` - /. E ISI'ING LAKE 5 W aLu
CURB INLET TYPE C \ rZCD
� 8. EXCAVATE LAKES,
r MEADOWLANDS PEAS .; z ir x
9. FINE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION. E C\t ! rr ` - / PROPOS D LAKE 8A ` c /�}xr} �j �r m d
10. INSTALL WASTEWATER COLLECTION SYSTEM_ +-w ; ; \ _ / STORM YY AT R i-ERMI 1 � � Lo V
GRATE INLET TYPE ! II. ROUGH GRADE ROADS AND LOTS. t \ yy;"_O cw.j a
12. INSTALL STORM DRAIN PIPES AND INLETS. PROTECT NEW INLETS AS SHOWN ON PLANS. 1 \'� % %� NO. S 4 r 8 051203 � � LL
13. FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE INSTALLED. r' /` ' j `� �` _ Q LL tOn Cq�
i t O
14. INSTALL WATER DISTRIBUTION SYSTEM. W - .- ., / rL -
CONCRETE CURB & GUTTER _._ `__..._._.._._-._. _ __.._._ -._ i _ _. - t _ . - �:
15. FINE GRADE ROADS. PROPOSED LAKE 813 I O co d
16. INSTALL CURB AND GUTTER, BASE COURSE, AND ASPHALT. j� ! / i i Q O `s z
17. FINE GRADE ROAD SHOULDERS. j ,j // i ° m Q
658 LF 30' 18. GRASS ALL AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION. �`. / +v � ; ? 0 w ¢
STORM DRAINAGE PIPE _-------___ _..._...._. , ® / I to
/
RCP o X.XX$ 1 %!
f- }
/ Of
s �
STORM MANHOLE OR JUNCTION BOX
GRASSED SwALE r.._-_.__ <-_..._..._. z�___._.._ .� . _. . _ ..p. DATUM: N AEI D 1988 SHEET LOCATION MAP .44
INNER UTILITIES LEGEND SCALE: I" = 300`
DESCRIPTION EXISTING
DITCH
-
NATURAL GAS
TELEPHONE
UNDERGROUND TELEPHONE --- -------- _^ _ J,; ,,; _
SITE DEVELOPMENT
EROSION C01`4TRQL LEGEND ELECTRICITY
UNDERGROUND ELECTRICITY PLAil FOR
DESCRIPTION PROPOSED
CATV OWN"
UNDERGROUND CATVSavann Lakes
HAY BALES G1.e
0
_u Ar
SILT FENCE X X X X At memdo w., Q0
(PHASE 3A3I3►&3C i w
,
TEMPORARY CONSTRUCTION EXIT PAJ�i
D FOR:
OR:
141L AV AWL Ask � IS y �
ft IM E HDMI=Z
.WATER AND SEWER LEGEND ABBREVIATIONS k
DESCRIPTION EXISTING PROPOSED HDPE HIGH DENSITY POLYETHYLENE IE INVERT ELEVATION RCP REINFORCED CONCRETE PIPE TC TOP OF CURB APPROVED
PIP
BOT BOTTOM LF LINEAR FEET RJP RESTRAINED JOINT PIPE TO TOP OF GUTTER NORTH:1CAROLINA
ENVIRONMENTAL
400 LF 166 �r '�'+y
SANITARY SEWER PIPE -----.__....___._.....,___ _...__._ . DIP DUCTILE IRON PIPE MAX MAXIMUM R/W RIGHT-OF-WAY TP TOP OF PAVEMENT � �T i J MA P "NT COMMISSION
U
------ SEW£Ro0.50%
SANITARY SEWER EASEMENT - -- - - - __ ___ - - - EL ELEVATION MIN MINIMUM SD STORM DRAINAGE TW TOP OF WALK DIVSIN C INAH QUALITY
JAN 1 1 2008
FG FINISHED GRADE OC ON CENTER SDMH STORM DRAINAGE MANHOLE TYP TYPICAL
FORCE MAIN __ _. _ ..._. - 6r w! - - - -- - -E 6° FM-
FM FORCE MAIN (SANITARY SEWER) PC POINT OF CURVE SF SQUARE FEET W WATER BY' 1
GENERAL INFORMATION
WATER PIPE --__-_--- E3E ;2' : FR FRAME PT POINT OF TANGENT SOD SUBGRADE DRAIN W/ WITH
GI GRATE INLET PVC POLYVINYL CHLORIDE SS SANITARY SEWER WV WATER VALVE
WATER EASEMENT --- ---- - - COUNTY BRUNSWICK OWNER/DEVELOPER: CENTEX HOMES (M.B. DIVISION) SURVEYOR: THOMAS & HUf TON ENGINEERING CO.
TMS # 22500098, 2250003007 & 2250008801 2050 CORPORATE CENTER DRIVE POST OFFICE BOX 8000 (29578) JOB NO: 7/25/0
ZONING MEADOWLANDS PUD SUITE 200 MYRTLE BEACH, S.C. 29577 DATE: 7/25/Q6
SANITARY SEWER MANHOLE
DRAWN: CPO
MYRTLE BEACH, S.C. 29577 [phone] DESIGNED. MJ,0
WATER VALVE (843) $39-2200 REVIEWED: {viJQ.--.-_._.
'` APPROVED: DCG
ENGINEER: THOMAS a HUTTON ENGINEERING CO. UTILITY: BRUNSWICK CO3pNTY PUBLIC WORKS. SCALE: 1"=300`
FIRE HYDRANT POST OFFICE BOX 8000 (29578) POST OFFICE DRAWER 249
MYRTLE BEACH, S.C. 29577 75 COUR-T N01SSE DRIVE
[phone] BOLIVIA, NC 28422 An
(910) 253-265
SHEET

STORMWATER POLLUTION PREVENTION PLAN
I. SITE
DESCRIPTION 2.
CONTROL MEASURES (CONTINUED)
6. CERTIFICATION STATEMENT
A. DESCRIPTION
OF CONSTRUCTION ACTIVITY B.
STORMWATER MANAGEMENT
THIS STATEMENT IS FOR INFORMATIONAL PURPOSES ONLY. ACTUAL CERTIFICATION STATEMENT
TO BE EXECUTED BY THE CONTRACTOR IS CONTAINED IN BIDDING DOCUMENTS.
CONSISTS
OF CLEARING, GRADING, DRAINAGE IMPROVEMENTS AND GRASSING, INSTALLATION
RUNOFF FROM THIS PROJECT WILL DISCHARGE INTO A STORMWATER MANAGEMENT SYSTEM.
OF WATER AND SEWER SYSTEMS AND ROADS, ASSOCIATED WITH DEVELOPMENT.
TREATMENT WILL OCCUR IN STORMWATER DETENTION PONDS DISCHARGING INTO EX. DITCH SYSTEMS.
THE GENERAL CONTRACTOR AND ALL CONTRACTORS NOTED IN THE "LIST OF CONTRACTORS" AGREE TO
THE CONDITIONS OF THE FOLLOWING CERTIFICATION. THE GENERAL CONTRACTOR HAS SIGNED THE
B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES ( THIS IS A GENERAL. SEQUENCE.
FOLLOWING CERTIFICATION INDICATING HIS ACCEPTANCE OF THE TERMS AND CONDITIONS.
SOME ACTIVITIES WILL BE UNDERWAY CONCURRENTLY.) C.
OTHER BMPs AND ACTIVITIES TO CONTROL POLLUTED RUNOFF
"I CERTIFY BY MY SIGNATURE BELOW THAT I ACCEPT THE TERMS AND CONDITIONS OF THE STORM
1.
CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION EXITS AS SHOWN ON PLANS.
1. WASTE DISPOSAL
WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE GENERAL NATIONAL POLLUTANT
2.
INSTALL TEMPORARY SILT FENCE.
A. POTENTIAL SOURCES OF POLLUTION SUCH AS CONSTRUCTION MATERIALS,
DISCHARGE ELIMINATION SYSTEM (SCR 100,000) ISSUED TO THE OWNER/OPERATOR OF THE
3.
INSTALL TEMPORARY STORM DRAIN AND FILL NOTED DITCHES FOR CONSTRUCTION ACCESS ACROSS SITE.
DEBRIS, TRASH, FUEL, PAINT, AND STOCKPILES SHOULD BE KEPT OUT OF
CONSTRUCTION ACTIVITY FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM CONSTRUCTION RELATED
4.
INSTALL TEMPORARY SEDIMENT BASINS AND INSTALL TEMPORARY DRAINAGE SWALES.
THE RAIN AND SHOULD BE COVERED WITH PLASTIC TARPS,OR SEALED
PROFESSIONAL SERVICES. FURTHER, BY MY SIGNATURE BELOW, I UNDERSTAND THAT I AM BECOMING A
5.
CONTACT BRUNSWICK COUNTY TO SCHEDULE INSPECTION OF EROSION CONTROL MEASURES.
TIGHTLY IN A LEAK PROOF CONTAINER. THE CONSTRUCTION SITE SHOULD
CO-PERMITTEE WITH THE OWNER/OPERATOR AND OTHER CONTRACTORS THAT HAVE BECOME
6.
CLEAR APPROVED AREAS.
BE KEPT FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING
CO-PERMITTEES TO THE GENERAL NPDES PERMIT ISSUED TO THE OWNER/OPERATOR OF THE FACILITY
7.
APPLY WATER AS NECESSARY TO PREVENT WIND EROSION THROUGHOUT CONSTRUCTION.
CONTAINERS. ALL WASTE SHOULD BE KEPT IN ONE AREA TO MINIMIZE
FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM PROFESSIONAL CONSTRUCTION SERVICES. AS A
S.
EXCAVATE LAKES.
CLEANUP.
CO-PERMITTEE, I UNDERSTAND THAT 1, .AND MY COMPANY, AS THE CASE MAY BE, ARE LEGALLY
9.
FINE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION.
ACCOUNTABLE TO THE STATE AND/ OR LOCAL REGULATORY AGENCIES UNDER THE AUTHORITIES OF
10.
INSTALL WASTEWATER COLLECTION SYSTEM.
B. CONCRETE TRUCKS SHOULD HAVE A DESIGNATED AREA FOR WASHOUT,
CONDITIONS OF THE SWPPP. I ALSO UNDERSTAND THAT ENFORCEMENT ACTIONS MAY BE TAKEN
If.
ROUGH GRADE ROADS AND LOTS.
THIS AREA SHOULD BE PROTECTED, LINED AND LOCATED AWAY FROM
AGAINST ANY SPECIFIC CO-PERMITTEE OR COMBINATION OF CO-PERMITTEES IF THE TERMS AND
12.
INSTALL STORM DRAIN PIPES AND INLETS. PROTECT NEW INLETS AS SHOWN ON PLANS.
STREAMS, STORM DRAIN INLETS, OR DITCHES AND SHOULD BE CLEANED
CONDITIONS OF THE SWPPP ARE NOT MET. THEREFORE, HAVING UNDERSTOOD THE ABOVE INFORMATION,
15.
FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE INSTALLED.
OUT PERIODICALLY.
I AM SIGNING THIS CERTIFICATION AND AM RECEIVING CO-PERMITTEE STATUS TO THE AFOREMENTIONED
14.
INSTALL WATER DISTRIBUTION SYSTEM.
GENERAL NPDES PERMIT."
15.
FINE GRADE ROADS.
C. VEHICLES AND EQUIPMENT SHALL BE PARKED, REFUELED, AND
THOMAS & HUTTON ENGINEERING COMPANY
16.
INSTALL CURB AND GUTTER, BASE COURSE, AND ASPHALT.
MAINTAINED IN ONE AREA OF THE SITE TO MINIMIZE THE AREA EXPOSED
COMPANY NAME:
�I
17. FINE GRADE ROAD SHOULDERS.
TO POSSIBLE SPILLS AND FUEL STORAGE. THIS AREA SHOULD BE WELL
IS. GRASS ALL AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION.
AWAY FROM STREAMS, STORM DRAIN INLETS, OR DITCHES. SPILL KITS
DAVID C. GANTT
SHOULD BE EASILY ACCESSIBLE, AND ANY SPILLS OR LEAKS SHOULD BE
_
C. RUNOFF DATA
CLEANED UP IMMEDIATELY, INCLUDING SPILLS ON PAVEMENT OR EARTHEN
SIGNATURE DATE
1. SOIL CLASSIFICATIONS: A, B, C, & D
SURFACES.
2. QUALITY OF DISCHARGE FROM SITE:
NORMAL FOR RESIDENTIAL DEVELOPMENT
D. PAVED SURFACES SHOULD NEVER BE HOSED DOWN TO REMOVE DUST,
7. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER MANAGEMENT SYSTEM
DEBRIS, OR TRASH. MATERIALS SHOULD BE SWEPT, PICKED UP AND
THE ROADS AND DRAINAGE SYSTEM WILL BE DEEDED TO THE MEADOWLANDS PROPERTY OWNERS ASSOCIATION
D. RECEIVING WATERS
DISPOSED OF PROPERLY. NEVER BURY TRASH OR DEBRIS.
FOR OWNERSHIP AND MAINTENANCE AFTER CONSTRUCTION IS COMPLETE.
1. CLOSEST RECEIVING WATERS: SHINGLETREE CANAL
E. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF
DUST SHALL BE MINIMIZED.
S. GENERAL NOTES
2. ULTIMATE RECEIVING WATER: CAW CAW SWAMP, WACCAMAW RIVER
F. HAZARDOUS MATERIALS SHALL BE DISPOSED OF PROPERLY:
1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE
2. CONTROL MEASURES
THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE
WITHIN
SITE WILL RESUME TWENTY-ONE (21) DAYS.
D. REGULATIONS- APPROVED STATE OR LOCAL PLANS
A. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS)
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR
THE STORMWATER MANAGEMENT MASTER PLAN FOR THIS PROJECT HAS BEEN APPROVED
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE
BY THE STATE REGULATORY AGENCY.
DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
PRIOR TO START OF CONSTRUCTION, SILT FENCE WILL BE INSTALLED AT EDGE OF FRESH AND
3.
MAINTENANCE
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, To CONTROL SAIL
SALT WATER WETLANDS THAT ARE ADJACENT TO DISTURBED AREAS OF SITE AT LOCATIONS
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND
SHOWN ON APPROVED PLANS.
A. SILT FENCE
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
1. CLEARING
SILT FENCES WILL BE MONITORED DURING CONSTRUCTION. ANY SILT--"ENCE WHICH
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
A. AS CLEARING IS COMPLETED, ADDITIONAL SILT FENCE WILL BE INSTALLED
IS NOT FUNCTIONING PROPERLY SHALL BE PROMPTLY REPAIRED.
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
WHERE NECESSARY, SUCH AS POINTS WHERE FLOWS BECOME CHANNELIZED,
S. SEDIMENTATION BASINS
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
AND OTHER POINTS WHERE EXCESSIVE RUNOFF VELOCITIES MAY OCCUR.
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF ROUGH GRADING
SEDIMENTATION BASINS WHICH ARE FULL OR APPROACHING CAPACITY SHALL BE RE-
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
EXCAVATED TO ORIGINAL DIMENSIONS AND THE SILT PROPERLY DISPOSED OF.
5, THE CONTRACTOR MUST TAKE NECESSARY AuTION TO MINIMIZE THE TRACKING OF MUD. ONTO THE PAVED
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
C. VEGETATION COVER
PAVEMENT AS MAY BE REQUIRED.
2. ROUGH GRADING
ANY VEGETATION COVER SERVING TO STABILIZE DISTURBED SOILS WHICH IS ITSELF
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING ROUGH GRADING,
DISTURBED SHALL IMMEDIATELY BE REPLACED.
DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
(DRAINAGE INSTALLATION) WILL MANDATE STABILIZATION PROCEDURES.
4.
INSPECTIONS
ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND
TEMPORARY SEEDING.
QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT APE EXPOSED TO PRECIPITATION
B. ALL AREAS NOT SUBJECT TO FURTHER CONSTRUCTION (DRAINAGE, SANITARY
THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE
SEWER, ROADS, OR WATER DISTRIBUTION SYSTEMS) SHALL BE GRASSED WITH
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
A PERMANENT COVER.
HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHEP,E SITES HAVE BEEN
FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST' ONCE EVERY MONTH.
3. DRAINAGE
DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING DRAINAGE
PRECIPITATION SHALL BE INSPECTED.FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING
INSTALLATION.
THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN
SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE
B. CONSTRUCTION DRAINAGE WILL BE ROUTED THROUGH LAKES, WHICH WILL ACT
LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION
AS SEDIMENT BASINS.
CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS.
LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF
C. STORM DRAIN INLET PROTECTION AS SHOWN ON DETAIL SHEET SHALL BE INSTALLED
OFFSITE SEDIMENT TRACKING.
ON ALL CURB INLETS, STORM DRAIN MANHOLES, JUNCTION BOXES, AND GRATE INLETS.
BASED ON THE RESULTS OF THE INSPECTION, THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN
D. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITIES
ACCORDANCE WITH THE STATE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM
(SANITARY SEWER SYSTEM INSTALLATION) WILL MANDATE STABILIZATION
CONSTRUCTION ACTIVITIES THAT ARE CLASSIFIED AS "ASSOCIATED WITH INDUSTRIAL ACTIVITY"
PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE
MULCHING AND TEMPORARY SEEDING.
BY EPA REGULATION, HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION
PREVENTION MEASURES IDENTIFIED IN THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF
THE NPDES PERMIT SHALL BE REVISED AS APPROPRIATE, BUT IN NO CASE LATER THAN 7
CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR
4. SANITARY SEWER SYSTEM INSTALLATION
TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 CALENDAR DAYS FOLLOWING
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING CONSTRUCTION OF
THE INSPECTION.
SANITARY SEWER SYSTEM.
A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS
RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND
(WATER DISTRIBUTION SYSTEM) WILL MANDATE STABILIZATION PROCEDURES.
ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH IV.D.4.8 OF THE NPDES PERMIT SHALL BE
ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND
MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST
TEMPORARY SEEDING.
THREE YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY
INCIDENTS OF NONCOMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-
COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE
5. WATER DISTRIBUTION SYSTEM INSTALLATION
REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORM
WATER POLLUTION PREVENTION PLAN AND THE NPDES PERMIT REFERENCED ABOVE. THE REPORT
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING INSTALLATION OF THE
SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE NPDES PERMIT.
WATER DISTRIBUTION SYSTEM.
APPROVED
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY WILL
5.
NON -STORM WATER DISCHARGES
NORTH CAROUNANV( T L
MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
MANAGEMENT � U �
STABILIZATION INCLUDE MULCHING AND TEMPORARY' SEEDING.
THE FOLLOWING NON-STORMWATER DISCHARGES MAY BE COMBINED WITH STORM WATER
3Idls LI TY
DISCHARGES FROM THIS PROJECT:
6. CONSTRUCTION OF ROADS 1. DISCHARGES FROM FIRE -FIGHTING ACTIVITIES
2. FIRE HYDRANT FLUSHINGS
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING ROAD CONSTRUCTION. 3, WATER USED TO WASH VEHICLES OR CONTROL DUST
4. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHINGS--------`"
BD
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START ;OF NEXT ACTIVITY 5. IRRIGATION DRAINAGE C�
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF 6. ROUTINE EXTERNAL BUILDING WASHDOWN
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING. 7. PAVEMENT WASH WATERS, WHERE SPILLS OR LEAKS OF TOXIC MATERIALS HAVE NOT JAN I1 Z008
OCCURRED (UNLESS ALL SPILLED MATERIALS HAVE BEEN REMOVED AND WHERE
DETERGENTS ARE NOT USED) $Y.
8. AIR CONDITIONING CONDENSATE
7. GRASSING 9. SPRINGS
A_ ALL EXISTING CONTROLS WILL BE MAINTAINED UNTIL GRASSING IS 10. UNCONTAMINATED GROUND WATER
ESTABLISHED. If. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS
MATERIALS SUCH AS SOLVENTS
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Lei SCRIPTION PRnPOSED SYMBOLS
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QQ SIRUCT[alN S
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION EXITS AS SHOWN ON PLANS.
2. INSTALL TEMPORARY SILT FENCE,
3. INSTALL TEMPORARY STORM DRAIN AND FILL NOTED DITCHES FOR CONSTRUCTION
ACCESS ACROSS SITE
4. INSTALL TEMPORARY SEDIMENT BASINS AND INSTALL TEMPORARY DRAINAGE
SWALES.
5. CONTACT BRUNSWICK COUNTY TO SCHEDULE INSPECTION OF EROSION CONTROL
MEASURES.
6. CLEAR APPROVED AREAS,
7. APPLY WATER AS NECESSARY TO PREVENT WIND EROSION THROUGHOUT
CONSTRUCTION.
8. EXCAVATE LAKES.
9. FINE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL WASTEWATER COLLECTION SYSTEM.
11. ROUGH GRADE ROADS AND LOTS.
12. INSTALL STORM DRAIN PIPES ANI:3 INLETS. PROTECT NEW INLETS AS SHOWN ON
PLANS.
CURB INLET PROTECTION CIP - - - � -' 13. FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE
IL J --_ = INSTALLED.
� 14. INSTALL WATER DISTRIBUTION SYSTEM.
o RIP RAP ® RR-- 15. FINE _GRADE ROADS.
`J 16. INSTALL CURB AND GUTTER, BASE COURSE, AND ASPHALT.
- ----= -� 17. FINE GRADE ROAD SHOULDERS.
N CLEARING LIMITS - - - - - -- - - ----- __ - - � \ � � j� �W�p-� -- 18. GRASS ALL AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION.
/ 3TEMPORARY D11MMON -'` M """` TB --"�► 1�0� A 1. DURING PHASE 3A CONSTRUCTION LAKE 3A WILL ACT AS SITE SEDIMENT rJ 31
BASIN.
/ DITCH ROW DMCTION --ems -•-- r --�
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P
ENGTH
27.57'
I10h69'
226.89'
1 15.03'\
12
N53'03'57"W
N88'22'21'W
N01'37'39'E
96E
N1454'18"E
160.35'
! N40.44'51"E
t I
R V E T A
B L
L7
NO2 53'03"W
229.12'
100.00'
100.o0'
L8
N23M4'10'E
CURVE
LENGTH
RADIUS
I CHORD
ORD BEARING
DELTA
L9
N07'04'35"E
C1
113.59,
230.00'
112.44'
N81'27'13W
28'17'52'
L14
N3537'26"E
170.41'
C2
141.73'
230.00'
139.50'
N70'43'09"W
358'23"
L11
N73'26'35"E
198.95'
C3
103.74'
230.00'
102.86'
N2749'34"E
25'50'33"
L12
N1939'36"E
183.55'
C4
104J8'
230.00'
0-5 30'
N10'0533"E
2557'13"
L1-3
N70'20'24"W
25.00'
C5
C6
6420'
-.60'
230.00�
Ofl'
63.99'
113.+Z
N15'04'22"E
N21'21'00"E
1559'35"
28'32'52'
L15
L76
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N48'29'44"W
36.73'
07
570.?5'
230.00'
435.17'
N35'27'59"W
142'10'S1.
117
N8704'31"W
172. 2'
C8
215-SO'
230.00'
208.06'
N4633'fl6"E
53'46'S9'
L18
N49 22' 7'W
25.00'
CIO
134.5 7'
230.00'
34.54'
N52 48'05"W
83V42"
L19
--•N-4n7'53"E
191.44'
/
2. DURING
BASIN PHASE 3B CONSTRUCTION LAKE 6 WILL -ACT AS SITE SEDIMENT
3. PHASE 3B SHALL UTILIZE EXISTING TEMPORARY SEDIMENT BASIN AS SHOWN.
:� \ \ •, `. 4. PHASE 3C WILL USE COMBINATION OF TEMPORARY SEDIMENTS BASINS &
LAKE 7, 8A, AND 8B FOR EROSION CONTROL PURPOSES.
5. ALL LAKES MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE
y•\y\ \ \ \ PRIOR TO USE AS A WET DETENTION BASIN.
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4. PHASE 3C WiLL USE COMBINATION OF TEMPORARY SEDIMENT BASINS & o
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CURVE TABLE L7 N0253'03"W 229.12'�/' r /
L8 N23'04'10"E 100.00'-
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L9 N07'04'35" 100.00' -- - - -�
C1 I13.59' 230.OV 112.44' N81'27'i3"W 28'17'52' L10 N3537'26"E 170.41' - \ `. ` ta�� ! - - K \ \ f GRAPHIC �1.1F \ ��'` � _ % , I JOB N J-16660
C2 141.73' 230.00' 139.50' N7043' 9'W 35*18*23' L11 N732635" 198.95` \- _ - \ \ - - O:
C3 103.74' 230.00' 102.86' N23'4W34"E 25'50'33" L72 N1939'36'E 183.55' --. - - ` �~�` ~"- ` -- 1 \\ DATE: 7/25/06
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C5 6420` 230.flfl' 63:99' N7504'22"E 15'59' L15 N57'O6'26"W 36.73' \ / \� DESIGNED: MJQ
C6 114.60, 230.00' 113.42' N21'21'00"E 32"52" Li6 N48 29'44"W 44.70' / One Call (Center~, \; \
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TSB _ -� - - - - - - - _ = L' __ �, _ ____\_ - -a
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O -- = -=-= - --- ="__ = = -= -`'� '= -�' _ - - - 'a=- _... __ -- =� - -- -.- -=. -- _- -- - ~' �: \ 7. APPLY WATER AS NECESSARY TO PREY VENT WIND EROSION THROUGHOUT V % %.
" 1 - s -. �v _m _ _f_--- - � � . � - i , - - - -_ - - _ _ . - _ CONSTRUCTION.
R P INLET SEDIMENT FILTER -.._ __ - __ �= ~ \, _ - '-_ �_ - �` \ \. i ©®
D a DISF _-'_ -- - - --- `r- _ i r- - __ - __ _ . . . • -, `�`�\ i 'd _,Z�_ 8. EXCAVATE LAKES. o
w % i _ ~ _ - � { -. ____ __ _.-__ "'=-- i ' `"` ``\-... __ ; ''\ ,,/ 9. F{NE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION. oo' GS' \ Q��,
co _ - �r -' f . . . ----- `-� ( 'ems ,..�:.�XS•L---�....L�t "~--ti€,'. �\ i -- \ ��1 \ / ®,�o
i CURB INLET SEDIMENT FILTER C#SF / ~ \ `' __mot----- f~�'`-Ct�..,,,� t _\ \�� - `, \ \•/ 10. INSTALL WASTEWATER COLLECTION SYSTEM. s®�® .� a`®`®
ma \11. ROUGH GRADE ROADS AND LOTS. 'te
.R �\ \ . ct, .._- �.c I ; "`-_-""^,,,, C _ i , � �: ,'� \`�� � I -- - • �\�\__ \; �raterrroes®t
i2. INSTALL STORM DRAIN PIPES AND INLETS. PROTECT NEW ENLETS AS SHOWN ON
r -tom=-=- X--- \ I�� i '`\` '�. { T - \_`�\\ \ - / / \, PLANS. i
CURB INLET PROTECTION °' CIP - `, X X CLEARING LIMITS __ _-.- ` \ �\ \ \,
cn ■ i I �ti \ \ \� I 13. FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE
I� eii! r - ' 1' FI I' I %N, r:' \ \\�� INSTALLED.
° p _`26 I _aE,----- - - __•' %• ;• •,, '�\���'' \`\�\ \ 15. FINEINSTALLWATER DSTRiBUTION SYSTEM.
u RIP RAP 0 RR _•p CLEARING LIMITS - -. <1 _1__ - " -- --- %`\ %;` 4 �, �, ,, \`\, \ 15. FINE GRADE ROADS. 1
i /, :_t �" - y' ---„1-10--, / \ ':',I 1,. \ \ \\` ``� \ \ \\ \ 16. INSTALL CURB AND GUTTER, BASE COURSE, AND ASPHALT.
RIP RAP OVERFLOW DUVALL R#�-{�� i" �" ' I? t/i � I ` f \ i° i � -' ', �; %_� �\ \ 17. FINE GRADE ROAD SHOULDERS.
:',: l _ E. ;� _ _ �,\ \ \\ \ 18. GRASS ALL AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION.
------- , WI f.Z .i _'fir, �;i# �` _ - \\\`�e\\ \ �.\\\ \\ ,{
1-1 CLEARING LIMITS i l � i - - _ - •- - ___.__- - - - - - - .. - _' ----' --.. - - 'r , ', ,, >' i �k\ \ �\ \ \ ll� \, � NOTES:
1 __ -
3 1_1_+ rp _i _,. .s� / \ \°orl I ./ f; ,, .I: ', ``� `\ \ �\ \\� �L i. 1 1. DURING PHASE 3A CONSTRUCTION '{LAKE 3A WILL ACT AS SITE SEDIMENT
TEMPORARY DIVERSION 0 109 I I I � : ; � WETLAND TO BE FILLED I ,, _-^ � `� \��� _ �\ � \\ 111 BASIN.
<c :I I WATERS OF UNITED STATES ; } ` l;t / -� _ \ \\\tip \I \; �'�, }
O DITCH Flow DIRECTION - ;! _, - \ \\ \\ • '\\ 2. DURING PHASE 3B CONSTRUCTION SLAKE 6 WELL ACT AS SITE SEDIMENT
' , \� \
- '-"--X ; E`, / <�; `` \\,\ %` / \ \ ��\ • \ �� BASIN.
I : I € CIP f f; ;' / ;. / \ Il, \ ,\\�� RR
%j> jI ", ,ffff 'r t / i, t' � ; I, / \ \\� \ \\\\ �_�` . \ 3. PHASE 3B SHALL UTILIZE EXISTING; TEMPORARY SEDIMENT BASIN AS SHOWN.
'.: ` .' .# I 1 1 \ f' 7 i , ;^\ .\ /� \ \ \ �\\\�\ ` �y 4. PHASE 3C WILL USE COMBINATION.'jOF TEMPORARY SEDIMENT BASINS &
r ; I r €• rt , r'" t /!' r,, . / / \�\ \ \\\�\ - LAKE 7 ,8A, AND $6 FOR EROSION CONTROL PURPOSES.
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z r J r C \ \ \ �c, 5. ALL LAKES MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE
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/ ; f' °�;, r', /( ;4 5 F k ::r , I ,,., \� `� \ \ \�\ \ \ \\\\ %i�� PRIOR TO+ USE AS A WET DETENTION BASIN.
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%
- j � //r \ // / ' . / . I' , , ' E Y \ \• \\ Y ' \ \ 2y> r / / i / .�
166 / i is ` `'x i. r/ / • \ \ `���\ \`'_'<, t \, h., j' r J ! / : i
/'... WETLAND TO BE�FILLED \% :\ f J /
It"
-- J // \
I WATERS OF- UNITED STATES � j/ ,. \, � \ � %; /I � I
/ / �_A \k \ �2Q a /'J `t 3
V 'V A C_ - , --Ac-- r I/ , •, / A. i 4 ! • i' l J i, A 'A�� �, -\v< ,�,,,,u1 I t / 'r r/// /
_v. y ` �- /` ,' !v, 137 v v rJ i J / !J/ J NORTH Ay j� p jrj
% } / �: �I /! / ! I I \ j I ~�`\ \. //1, 1 /'t / l iit4/ tl slkf ��yjjptp�{p�� g Iry
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\ % ; - / / ` \.,° .. s / i �\ \' l /' i t \ \ \\ ' t / \ \\\.\ ?; \_.� %�, % % r "l :§ A A� I, 4,. b�.d �[ j �j
\ / / .3n \ �„- _..---•----- '/ I' / I `\'' t /, it `\ ,� i , \ \``..,:.__..i r/ �I \ rlJi - I ft3m,+
/ \ _.- ,- 1 1 / "\ fl r ' t.,,1' ; VISION F t
% r r �, 136 A AT :
-.1 J J vs
} J` \\ / l 9
/ \ I \f t - _v ENE -- ,' i I I,Ir
/ \ :_ SILT F t ,
165 f
11 i
_ _ _
\ / / :.:.. \ r J .:\ tt 1 Il / �f/�
/ 7 , / / , x \ \ r :r/!.� ' WINDING WISTERIA 'WAYr \ _ ' , / - y` j r/ 138; ! / /�_ _,. -
TD f3 J f Jli
y \ \ J Jf i' j ` i �\ i j `� ��- - _ t 1 'II!!:/ /
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I t rr r' l
^> / - `\ / `\ � .J ,1 l ~\ '" •\ /,>'/ t /, /\. \ 1 I �l r \ / /f///.
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i` r � 1 :d
/ 1/64 / % \
J CIP
1' \ b
/ -' / i �� ,�� �, a a, � �` �-! �� -•-'-
r CIP I d.l _ - _�
/' *. a ,�r GRAPHIC SCALDil
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i . f to tl N �_ -
/ Y \\ ram, ff � ��
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-I - - \ ` /' / .Law{ / ! i "' .{
1 : -„''" / v a-x....t..:rsn....xv z: K., v.,._:::rttv;:u.,w. a .a a, _. . Jana .\. -va + , os ..c<:/::c -,. ^ wx ; ra..,.. f
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/ Q) �- a ra`� rut a sr at k� �. ;t ni s, is e `. '� : '��� � �M, � � ` ____ J -- z 1
i �• / , 3./f< . a,zr ,�, r, 1. . -v ' r � tilt' . iVtr, ' €'�t�+ . •ri ,� +: \r:.z zn ,3' / / � .
`\ \ / r` t/ / I f ,
\ r j' // ! `l }Q.. j / 1 ( IN FEET )
\ % ` %r i / / ' `\ / / it - * r .v
_/
/
\
/
/
_
/
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%
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7
7
LINE TABLE
/
LINE
BEARING
LENGTH
\ Lt
84 2
k ` 3'S1"E
27.57'
/ L2
53'03'57"W
101. 9'
L3
N88'22'21"W
226.89'
L 4
N 01'3T39"E
t 03'
5.
LS
N 14'5 4'1 8-E
60.39%
l6
' i
N40'44 E 5
88. y8'
CURVE
TABLE
L7
No2'53'03"W
229.12'
L 8
23'04'10"E
10a00'
CURVE
L N GTH
RADIU,r`
CHORD
CHOO-D BEARING
-DELTA
�L9
07.04'35"E
t0o.0o'
Cl
113.59,
230.00'
112.44'
N81'27'13"W
28'17'52"
LtO
N35'37'26"E
170.41'
C2
41.73'
230.00'
139.50'
N 0 3 09
35 8 2
Lit
N73'2635E
t 5'
98 9
10
t03.74'
230.00,
102.86' \
N27'49'34"E
2 '50'33"
\
-L12
N19'39'36�E
183. S'
' 4
O-4.i8'
230.00'
103.30' /
N10'0533E
25-57'13"
/
L13 /
N70'20'24�'W
25.
C5
64.20'
230.00'
63.99
N15'04'22"E
15'59'35'
L15
N57'06'26"W
36.73'
# C6
114.60'
230.00'
713.42'
N21'21'00"E
28'32S2
�1 dr
N48'29 44 W
7
44. 0
C7
57.05'
230.00'
35.1T
N35' '59"W
t0'S1"
L17
4487'04'31"W
172.82'
C8
2I5.9O'
230.00- r
208.06'
N46'53'06"E
-It
5 '46'S9"
L18
49-22'07"W
25.00'
C10
3. -
230.00'
34,54'
1N
N41T37'53"E
19/.44'
M m
W
JOB NO: J 18_660
DATE: 7/25%06 _
DRAWN: CPO
DESIGNED MJQ
_.._.___
REVIEWED: MJQ _ _
APPROVED DCG
SCALE: 3"'- 40': __ms % m
\ / J/f / /" 1 ! / i 40 SHEET
.... , . ..
I
it -----. ._._.._.-.-_-___-.-_-_-_-...._-_._....._...__........_ : _ _­_.­___._1 _.-....__ _ .____- __.._ ......

.> 71 7>
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r� \ •, �. ` / /j
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Ct�RVE
-.
TABLE
\
LINE TABLE
CURVE
LEfiIGTH
RADIUS'
CHORD
CHORD BEARING
/DELTA
LINE
'SEARING
LENGTH
Ci
113.59,
230.00'
112,44'
N81'27'13"W
28*17'52"
LI
N84'23'51"E
27.57'
C2
141.73'
230.00'
139.50'
N70'43'09"W
35'18'23"
L2 \
N53'03'57"W
101.69'
103.74'
'L 0.00'
102.86
N2749'34"E
25'50'33"
L3
N882224
C4
104.18'
230.00'
103.30'
N10'05'33"E
25*57*13"
L4
N01'37'39"E
15.03'
C5
64.20'
230.Op'
63.99'
N15'04'22"E
15'59'35"
L5
N14'54'18"E
60.35'
C6
114.64'
230.00'
\
1i3.42'
1 N21'2 '00"E
28' 2'S2"
L6
'N40'44'51"E
88.78'
C7
57(3�75'
230.OU
435.17'
N35'2T59"W
14110S1
/ L7
1402'S3,03"W
229.12'
C8
215.90'
230.Op'
208.06'
N46'33'06"E
53'46S9
L8
N23'04'10"E
100.00'
+, Cl0
34.5T
23pA0'
34,54'
N5248'05"W
$'36'42"
L9
N07'04'35"E
100.00'
-
7
711
\
L10 -
N35'37'2
170.41'
L1i
N73'26'3S"E
i98.�5'
L12
N19'39'36"E
183.55'
L13
N 7p'20'24'W
25.00'
T06'26"w -?
36.73'
L16
N4 '29 W '44'
8
44.70
L17
N87'04'31"W
172.82'
U8 \
N49'&O-1'\W
5.007
L19
N40'37'S`E
191.44'
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,
1,
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121
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\ , ' �/ �. '1 131
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___ -__ \ � tiip O .? '. ; \ 1�� � r'' ,✓ ',-/ t i\ t / - r � i' y
-\ \ �� ``it V ` \ �`�\\ c'- /�{, :! / \ t ♦ i j` (r.. \ \ ;t f i 130
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\ '? 1' ' :' \� \.� / � 1. .+ \ , \ � \ ��� r ^. - '/ } S �:: !' /' • / �
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156
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UP
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TEMPORARY 139
t 1
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BASIN 1 _ t
\ ' 1i+Y: =:'t- `� % / ,, \ �O i / '\\. 1 '.! .; - ._ i ..,._ _,...`•- -"'. r .,.. r BASIN #3 it
TOP EL: 28.00 i , ;; ' �! \ -'` -� 11 _ ! \
�, t; • CIP - ®� f': TOP ELEV: 31.00
OTTOM E L: 24.00 ' \ i t ; `. , t }4 \` / ' ..` '" _ .--� " }
`\ .} , a': � `' 'J ````�- •--'=_ ...�---"'" /.`t I` t' �� BOTTOM � EV: 27.00
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l-1
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ACRES OF LAND DISTURBANCE
144
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31.76 ACRES146 t
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l _ I BRAN YWiNE CT.; \ -13
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152 r x =-' ;.---'i'� QQNSiUCION SEQUENCE
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION EXITS AS SHOWN ON PLANS.
..--"�, ©©/'���++ n A�-�-p 2. INSTALL TEMPORARY SILT FENCE.
149 \`. '` -,� ,�x ,��'_ ', AEI MION CON 1R9 ,� EGEN� 3. INSTALL TEMPORARY STORM DRAIN AND FiLL NOTED DiTCHES FOR CONSTRCiCT{ON
✓ ' L ACCESS ACROSS SITE. r
' /f; TD-12 P / 4. INSTALL TEMPORARY SEDIMENT BASINS AND INSTALL TEMPORARY DRAINAGE
DESCRIi�TION� �_. _ PRQ OSEt3 SYMBOLS SWALES.
5. CONTACT BRUNSWICK COUNTY TO SCHEDULE INSPECTION OF EROSION CONTROL
j� f '✓ �� RIP -RAP CHECK DAM MEASURES.
SILT FENCE 151 150 1 i't CD
t ; , y� -' "� 6. CLEAR APPROVED AREAS.
;!, \ x 7. APPLY WATER AS NECESSARY TO PREVENT WIND EROSION THROUGHOUT
r s1Lr FENCE �+.�.
' !f'' x .. ,..•1� ='� i 1 x TSF CONSTRUCTION.
\ ' ' '` `' .' x ..-"" t 41
SLOPE DRAIN 8. EXCAVATE LAKES.
CLEARING LIMITS' - �..•=�""' - 9. FINE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION.APPRtOV
/ /1fi - ,( x ,tr"� TEMPORARY cpNSTRUCT1pN Exrr TCE
f ' v;/j;' . i; v _ t ' .�►!-'�y" 10. INSTALL WASTEWATER COLLECTION SYSTEM.�a��l ;
/ ff 1 f. c, ' 3` _ "� =�- J _.._ 11. ROUGH GRADE ROADS AND LOTS.Nli
RR ' TEMPORARY SEDIMENT BASIN TSB 12. INPST 1 STORM DRAIN PIPES AND INLETS. PROTECT NEW INLETS AS SHOWN ON TW
MAMA IN O1
13. FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE DIVISION OF VMI
INSTALLED. oll
\ DROFi'\INLET SEDIMENT FILTER DISF 14. INSTALL WATER DISTRIBUTION SYSTEM.
r \` tl \ �..� 15. FiNE GRADE ROADS.
^x �19 - " 1+ \\ \� 16. INSTALL CURB AND GUTTER, BASE COURSE, AND ASPHALT,
-`x =-_''... � -' TEMPORARY SEDIMENT BA§(N 2 \ cuR13 INLET SEDIMENT FILTER CISF 17. FINE GRADE ROAD SHOULDERS.
TOP ,ELIrV:i,3C}. U \` I ``� 18. GRASS ALL AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION. 1
BOTTOM ELEV: 26. o `E. `\ ��1�,
, 1\ / CURB INLET PROTECTION ■ CIP 0 S: s
3:1 SLOP
p L 1. DURING
BASIN PHASE 3A CONSTRUCTION LAKE 3A WILL ACT AS SITE SEDIMENT
�t GRAPHIC SCALE RIP RAP RR 2. DURING PHASE 3B CONSTRUCTION LAKE 6 WILL ACT AS SITE SEDIMENT
f BASIN.
40 0 20 40 80 160
3. PHASE 3B SHALL UTILIZE EXISTING TEMPORARY SEDIMENT BASIN AS SHOWN.
CLEARING LIMITS - - - - - - - 4. PHASE 3C WILL USE COMBINATION OF TEMPORARY SEDIMENT BASINS &
/ ; , \ f +" " <� LAKE 7, 8A, AND 8B FOR EROSION CONTROL PURPOSES.
ik
\ \\ 4 5. ALL LAKES MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE
IN � 'TEMPORARY DIVERSION ---w• TO iA --r•
1 inch = 44 ft. / PRIOR TO USE AS A WET DETENTION BASIN.
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r !t \ y REMOVE 13 OF €2 HRFE \ \ \ , +® -t3z
T4 PROVIDE POSITIVE �/'' � \ �'''•, ..••F`4 +
u: 22.9Q ,f a t 1?j" ( .. -<� jr 1 r\ f r r �` DRAINAGE ,.�� �''r \� t ��t Qj� ••...��t� �
/,�C N a , j / n`c X ; \ �/ RIP RAP \\ \
N/F f r / .�`` /r r�� /
MEADOWLANDS GOLF CLUB, INC. , / -� �j �' ! "� \ t
J / � 6 � \ a r % i � f /i r � � CONTRACTOR TO
PROVIDE POSITIVE
/' • / / / DRAINAGE
%Vi �Hrat �M€NIMUM ROUGH PAR\\\
v<C ¢
29.74
R713.R'� C `.
u \ / l /
O
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rt l \ /% �Q r' I { j
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�r / / // 1 ins ;� ! 1 \3 ', �! f \ } / ! f t-ni , MINIMUM ROUGH PAD = 29.67 / r
MINIMUM ROUGH. PAD29.60
` EXISTING SINGLE W/}TER !' rflr ` i' J
/ / r' j /. � \ ! SERVICE {TYP.I ! ma`s I 7/ ;! 4�' r' j` ' ,� r
EXISTING POND
ll2
f,l,
pp iE: 23.64 j' J if ; f'l f (j€> i % i! GRATE INLET #131
259
xG % ! t / / ! 1 / �.\ 1 \!! / MINIMUM ROUGH PAD = 29_
pj 29s ! (1, //•. f i ��ktij ! i r _,\ INVERT IN: 24.44 �✓' ,�. \ .c� � i
€9 z ' 15+'o RCP INVERT flUT: 24A0 Sf t'`�s \ Gad t` t \ ! r ! �tl
\ / / U SINGLE SEWER \� 29 f CI' ` t ! f ` 1,' / i f (0. 5 C % \ t O+ Q 1 •�O
/'` 257 / ,
/ '� / SERVICE {TYP_) ,� !J l ! ,Ii' ! / ��.\ f'' i � p \`' 4�' `�-- ..,-
R?ARt XIiu; T'`c / / \ ,� f ;I/ / u j t ; �, # t l 1 \\ Q MINIMUM ROUGH PAD - 29.4�? k � `-
/ O \ \' S r / ,, j l' ,� ! /" �.� � � t 1 ? ANNOL� 32
Q.
4,4
4G \ 1
\ \ { T \ v€e �\ / / / r/ \\ MINIMUM ROUGH PAD R: =7,c5 l \ �`y 1t ! , ! M
\ f / 30.34 O ' r^ / ! Tayµ;, 1 ; iE: 23.74 FRAME_- 28.65
-
t . \ �/ f CK�i/ t � I / ` t
BULKHEAD '� G` INVERT OUT: 24.54
(TO BE DES NED `/ /t \ F
t ! \ G % ' ; rr� I i /1' ; CONTRACTOR TO \ t,. �F .t` 011
BY flTI RS) / A PROVIDE POSITIVE V ��I' "fir y' �v O
P SIN E WATER 3 +L
/,;f' ;-=-- / DRAINAGE •/ `Q� `� S Vj
\ o ,' '� • / • /' \ \ \ } j J.,O j '/ % rr` ! / %~r \_ _ _�i *0, , �\ SI E SEWER A.0
V/11
J rn
t r ...-. .% �/ •tZ$ / t f �r \� \ 't`G // ` � / 1 r � p 256
�/ tfr!`r' CPP i0.69% ", MINIMUM ROUGH PAD
% ?'•.,` /'1 \ Z / }l \ r \\°\ o\ i'ct. p ` j' tJ' ' �• l \'i `� \ \ \ �G
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/ / ' / ,� / \ \ �4 H DED INLET 134 �p , ? i y
1 /{ f 4 �`t L ERT QU
/ t \ MINIMUM ROUGH/PAD / / ! % kr \ FRAME: 27.50
` V
3tAQ f ' f /.' / f ! J • % �/ ♦ \ INVERT IN: 23.00 F€
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rs� '�v, / / ✓ Q / 'h \ $ as. V 24.80
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/r a�. y .? r \ 2�4 jl+�t -- 2I.$i$ 4t "ti' t x` sL, • z / , \ MINIMUM ROUGH FAD \ / /J��" , �.,�,5 3 f'
.r I V t \ ✓ \ , (� = 3€.9�} /` \ / /�U / ,, , r, y !'ti1 ; \ ♦ •r # ,�V a+'' ' - L"7".x tom•., a r „r,,.- " 1 ( p ,..t . j i N Cr tC3
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/ MINIMUM ROUGH PAD - 30J0 j Q/ �: �t , z , \r ,r sr h: q c _z M
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- _ fs -- ,r \ SING ATER Y i'' 28 # #
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tiJ / +� ,,'i„,ntrar• ( ;t Cwprs. ' 1 C' `v} C.3
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.�• / �J.r . ,. -C.; t` , \: Is' '.'s-.'F�.F O U C1L t
MINIMUM UGH FAD t AA-R 's /
EXIS�lNG SING
•� � ! � , ,r ,i J .'$ f 29 r � , e�tifz�jY<!',. ��s s�� ,�� � � � <t
1 2.30'` S CE jJ��'f P. 2 . �\\ E' ! '1 , d . ' ,` LL
r' Vt % .7•Q % i` t7 t. t /� _ G l f ` i i t a\ ,,.$ 1, 7 tti
t GONTRACTOR TO VERIFY \ '\ ; = " ' -2
\ t� /' /a / / CAP/a.' j, C1
-n � .- ! i */ f ; �, , \ «, ! \ RF�1III�VE EX1 1NG $ , � ,, 3p 1 l ;_�✓ ., �- � ,t
r'F WATER SERVICE IS EXISTING \_ / �/ �_
J \ \ y & flNNECT fl $ WATE LINE g�<
INLET 4113'�
E: 29.60 i G ,/ t l I \ y\ i i / / a s j r. 4 ca ¢
_ IN: 25.58 °`3/t? ' ♦ \ +t t �` �3 •,.,° "' w
MINIMUM ROUGH PAD ? \' "'` \ \ • �O .� /� tN ERT OUT: 25.58 1 0 , 3t `
O M(N U 32.3Q / / c ,/ f/ W ? / \ \ ' c \ -.' \�, i DOUBLES
i' `t n' / L_ Ce" ✓ / ` r '. \ 2S SERVICE {T F.}
�` / t► `� 1 iy %/ �f / � \ i %f \ \ 3j 4 254 fi 4 / 1 1I �r1 ' AltNTENANGE
TING SI GLE SEWER p 4 !
r ;t-i r t. ! vx' �� T D i >` e \ \ o MINIMUM JGH PAD = 31.flQ �� n r ?\ „ ? /� } t EASEMENT' r
F NHGL.c ,�+ d % R C£ Tfl BE 12ELQGA E J �
/ f / / /� TQ PROPERTY LINE / \ -` 2` GRQ$ r ! ? x 0 1 S OF jOF' SANK), C ,t
L \1;11r v
M q
i
PROPOSED CbNSTRUCTION \ n j \ �8 W. iN�V. -3.45 ! /
t�� a L O t DOUBLE SEWER � i' . � � / - ° ` /// ENTRANCE /vEXIT (TYP.) ��: 1 vv�\ . �s, A\€e�S.D. fro - .62
•te SERVICE (TYP.) a
i to ` 'rs ONN \ Q i
275 _ ' " EXIST $' S \ ' CPP'+�0\0 ;sty/ / / ! ,I r s I " ; I 3
R SERVICE MINIMUM ROUGH PAD - 3I.3O .2
\ \
SO NEGESS RY I �!� / !� 24.3 t'� O ♦
r 32 } .c r art, t, H I f -MINIMUM 2 6 01
SING WA R 1,€ ?'
\ / 3 1 o SERVIC {TYP. ` FRAME- 29.27 ( / \ ROUGH P;AD ; 3L4O
INVERT: ,200 ! 1 7 U
• INVERT OUT: 25.70 p•
CONTRACTOR TO VERIFY i y 8rr, �C 6' REDU ER } j N ! ROUGH FAD a 29.70
6 VALVE/AN BOX i I ay t IF WATER SERVICE IS/EXISTING '" � '/ � £ � i /'- � % ,� `= � �` i:� / i � � �.
r r/ice 274 \� // \\ �. C' _-�a/"/'4v / / /J / 0 1 !t I i4/ 2O' D€ AINAGE 'l\
,,vim // < qj MINIMUM ROUGH PAD = 31.35 C9 / `- C 1 k j EASEMENT t , \
r /`� 3 4 �% \'!� fc / J-- H 1 `18 F`uRE n DRAM; /
.��� > O , / L $ X TEE t
/ \ r ! / /,rj FRA .27 x A ; G YAL�E ARID 84 O I ti r I co
WATER SERVICE / / \ f / ; / o , f kc� PERT OUT:�25. fl \ r / u- r j ( , rnr
BORE {IF NEGESSARY} - \ 1 / / \ / f e' X S' TEE r 4i INLET i32 , / ! W
f /r /- /! // // / �� X 6" REDUCER tC ® !
$' VALVE AND SOX`f / / €NVERT iN: 23.9Q JI �+
/ `?.5O tL
/ }INERT OUTJ 23.9fl / �,•tj$' yj
h� 1 �o �,/�// \ + 8"W ` 28�� z
AMENITY t�-y 2`
r %� �• / J/ 2 f 3 �� S% i it . f \ T � ' MINIMUM ROUGH PAD 3fl.8O '� / /$' S.S.�iN1'�.'- 23 � 1 � r
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! CENTER r 4 / j/ • � i "61. INV. =�6.2�
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: / % -•• 3 ? , ,, . / ! / 3� o ! MANN 318 - .. z :-, t s i { i w ,,. ,,. �. �,2 4. � < *-ns�. r #v s a .,;25 t ..>'z•, i«
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r, r S `.../• )
,•` / / \ r % INVERT IN. �3.0?`'�k rA
t r...„-V�" ,,'"•. $ 4 y t ,I,).3 �"" .!i ';' "5.:''1��' ..;{,...,:+ `:! 'e2 •L >z..,-,c �: ,.,- ^,7v z rh . `> `"'+... ,.,7a' `,.:w2 Y...,, t „rt,•,Y s,;zY }Y,1r€>�....
y�
INVERT IN.,21.0'4 >`, / ,. , .::_. ., -•v:. .� ��� � � ��Fr ,�� ,�> -., �•��� :t � �•n.��° r.� �, p�.��J•>"
'♦ .... .£:€x^'�s f✓��, s :r � .i 3 -s 2 �' '`' E` 'ar- � - � c
T OUT: >fl J4J
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Jt r.3^J'.4A.r*� t� a N.t,., y-�.'-?' ;
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j� O ,
One Call Center j; !f,wiV �f i j t t } // �// r f y ` f 1 s_` �- �` .
ij / 0 3 / I` - _ j j 3'6? LF 8t _..,_ ,l _ --
M/ ' �o / ; / `' / J i _I_ 1 r -33 �4.45 fl r/ /
Call Before You Dig ti %1' 1 i Jj j i i ! S / / / / / / r / ,, / 1 r �' r - r t" r f / " 0 INLET I.�t3
'272'r / tt' d �-.%'` � I cD " ' ' FRAME:27.50 �
"It's The Law" MINIMUM ROUGH ,PAD = 31A0 l t 1 1 p J f ! 0 1 F ! r a VtR UT: 240 ,.'
1 0
1-800-632-4949 !. i,l.%-- j= `_ /�%;` i' } 4 (� //'J r/ fl/// ' r 4o t1 i l/ j % 1 1 M/ 1 1/ /r /'j ► ;! j � Nj �; r ' f U
NORTH CAROI r ' 1RONiENTA ;
I
LL
Ob
/ ' MINIM ROUGH PAD s 31.20 / / / I �t •r
iOi OP / QUALITY269
t/2
/ 270,E
// / }'tU JJ / ,/\, \ l 0 A+li IMUt41 ROUGti1FAII = 31.24 1 // „ 3Q.62 a I `'G{�$ ( rJJ�s
� / t f / ! / MINIMUM ROUGH FAD
?;'` r, !. "'•+..,.,_1 %t �/ / \ / r! / t \ \ \ t +h l / ><s i r r 0i t MINIMUM ROUGH PAD I
29.9tY I r 267
cy !r / / i I jt'`I t3 I MINIMUM ROUGH PAD
" / / I O ,1 i a �_ O I ti 29.€Q JOB NO: J-1$66Q
' .+:.. / i n _ 1, ! 7- I c
i / // tt� 2t. r f t:. 1 AL , DATE: 7/25/06
t. \`` \ \ / r - / ' \ / ' !l ` t I r �' 1 r f I LL i � �v i I CuC� � DRAWN: CPO
/ /\ \,\ / Y / ; ; j / r i L` 1 ( 0 N I1L DESIGNED: MJo
GRAPHIC SCALE '', \ '' ,--....,,�, }
L` 0 j REVIEWED: MJo
1 \
APPROVED: DCG
0 Is 30 60 s2o l ~ ` ` - / 1 FG 28.75 G """-~�--►- _ \ / J / \ '� 29 , t i ,# ; ! , r I I , I r ! I I 1 . ,
4 r "-'"""�-�►--- , / i i I SCALE: I= 30
�� 29; ` 28 f'r r 29 f I 8 I I
t t I
( IN FEET)
1 inch = 30 ft,
' r /' -- t ) __ _ _ .� ' \ \ \ \ \ `\ \ \ ✓~ :1' ' aig
,�� jI_ I. - "'�" SHEET

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}( ! \ \\` \ \ - \'\.\.\ \.� "\ \ \, 0 /'� /; IW. '� �"O f "� } '�--`......_ .. _ / •r`i\ •� `\\ .wry.
MINIMUM ROUGH P AD = 29.67 / t` / \`\ �^, \ \ \ \ 1 \ \y/ ' r/ t
\ 1 / / �� i \, II /\ \\ \\\\\�;\\ ,• \\`\V \*1`\CID
IT -oil
p
0 EL
�O GRATEINLET 131 259
,Y FRAME: 27.80 / i I I MINIMUM ROUGH PAD = 29.80
INVERT IN: 24.00 ✓ .c` \ t \j / q ` \ \ \\\ *\> \�
INVERT OUT: 24.00
\` \
\, `� JrU
257 0 \ / Fq \ ' �~ \ 1 \ \\\\ \ \�\� \\ \\ \ \ \ t \ \ \ it J 1NVEP,T`(=JUT.
MINIMUM ROUGH PAD = 29.40 `, 29 1 \ \ \ \ `\L \fit \�\\\\ o
FRAME: 28.65
INVERT OUT: 24.50x
`' '` �? T ,���,TOR T{I MUCK DIT Ta
CONTRACTOR TO \. y Q R , f ? ,c.: €y�, �`A, `�. / / ' ! ` \ q -'� 2s / \\ \ `\' \\ \ ." MATERIAL AS DIRE Eta \ \ J \• \ \ - / /�-- - -
�ROVIDE POSITIVE `\ ' • /£' 2 ? $IN WATER \
m DRAINAGE \ S 9 $ V {TYP.}-' \ \ !L°s$ ,•/�-- / \ \\ \ \\\`AtT NICAL\ENGINEER Sty', J� /
sr / \\� ' ALL_} G NICS\ARE REMOVED \ \ i --.::
r" O .3s o / SINE
ER f�E TYP F / ~� \: \\ \ \\\ P l2\}"fi!`�L C MPArTED IN 6d
t ` f } LiIF�\\\TV9'8`%` T DARD PROCTOR`1
t, . /
\ \ 256 _
9 LF 18 �\ MINIMUM ROUGH PAD - 29.40 - `\
t P ®0.69Si \ '� \\
\ \
/ j• r` `GY \ RA �E. 2�i� \ \. RIP RAP \ \ \ • \ �` / / // \ ; \ \
/ / '�:t� :� ♦ '2n � �tmnrn 21.00
itV �'� ' �. \ , � ERT OU r" ##.•~� • ` \ \. \
\ y % ./. �S> sr ksk`;v \ 2i.iitti •-- '" X
FRAME: 27.5fi}- / 6 -,�> ,� ,,r,- � \, .: 48 LF 36 F
\ INv>=RT IN: 23.00 �.�J ^ �.tr k
iy �� �'. ��-� \ tY �
INVERT' ati'F-22..a0 \
Q' a p "� r fi.. ,.Wt,. ; r`#�- g,x -. �a,:� \ \ \ \\ \ \ .r t r.•:"'-_" ^ ,.. / / i
i
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.
: �� �\� - 5 ,,tiJ 3 fd.,. l:} J}.. " tk . v,"�' ' 3' � {3\ t'�1 \ \ \ "••.
•sa � ' .•'�. ,fi , .L . �,• t �,: ''�t, \ INVERT OUT: 2i.4'F'\ \
R73'SS1NG 1 �:•�,. '' q. �_ �'" .G ) f{, �t s� r'
f \ 2 : k -::. , .. • - � . :. .. ..... . .:.. ...... /:., +_' {y ,r $ . 4'. K { y e�� v J , t�> \
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\ :.�' ?4". ll lQt .. u( R-.rr4t'#, t •x, Ae fr`fl2 tsar{,., r4. h: <$'A ^ \ \ \ \• \ /
24.80 \ ., .Gk•<,,. ,� . , ,�
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IN V RT IN:25.58 D \ 3 \ 1 �. �'' }t+, u {i 1 ! / r o� \ } \ \ \, \ \ \ \ I / S t-RUt:.- i
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#N ERT OUT: 25.58
\ i DOUBLES R fr \ \ t { `vi {{ j } 2 } t ?: �� r S.GCY ---
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\ \ D MINIMUM PAD - 51.00 � \ _ .� f 1 i f i + � t vh,. ���tA� � Y �s. a � � 262
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FRAME' 29.27 / ! \ 1 { : ' / , ..n I IP RAP \
Y INVERT�h1 ,2&?0
261
.INVERT OUT: 25.70
r 6 Sri 6" RED`U ER t i I } 1 �A ROUGH PI D 29.70 ,\ � _ - -
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2 / \ < MINIMUM ROUGH PAD = 30.25
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l MINIMU� ROUGH PAD = 31.20fiG N \ \\ \ \ \ \
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INIMUf1! ROUGH RAD = 31.20 �+ / MINIMUM ROUGH PAD { / { ' �t , r\ i9 \ 95i \ \ \ \ \ �` ' \\ \ \\ \ \ \\ \ \ OilQ Call Center
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t r I - '� - -0 {� `P! l 1 •i?.4$,i: FG 3I....-�+ �54-.©� DATE: 7/25/06
,,,.•0.2 DRAWN:. CPO
30�- J SINGLE WATER ct' . ; H ! T 1"",�-- cam �1CROS ` - - -�- J f DESIGNED: MJQ
\I .- SERVICE {TYr.3 0 \ ` + j INY. = 27.I t 0 ?
FRAME : 28.4 32, 1 REVIEWED: MJQ
GRAPHIC SCALE DOUBLE SEWER - 1 VERTj3O SA INV. _ ' ! AP_P_R_OVED: DCG
l TR h ; � z ,' DOUBLE SEW \ m / I SCALE-- I" = 34' -
{ ' ' t' 12 1 ,Q, - SERVICE {TYP.3 SERVI Y9S DROP MANHOLE 0 I. 32 p � a
o is 30 so t20 I. t{ t sera (1 �� ' / f
u< t m a xx �r r F 9Q a ! S ME t MANH LE
s t . ^`_ i MINIMUM ROUGH PAD = 30.6 I / ( ! NVERT IN: 2i.57
o t ` f
1
m a m adsa< re sl c atcus sr az f� z : : ':} m , e t ' t 0:5$ f i INVERT ,IN:: ^e3 29
f ! INVERT IN: 2 • [ s
"' I f,`s °(uc� �� sla } f}; -- 3.�5t r' W t INVERT IN: 22.8I !
m,r: R sf tte : , �a s i -ui, r i \ / j 1 (AINVERT OUT: 20.A8 IN
dr�S. .3, � � u�x. � �c � � / 1 i S N ` �\\ / � INGLE WATER O p � E INVERT "T'2G�8T
{ IN FEET) i :t 1` cp 6 1 I / - :
j/ t:,\ \\ \ FO 30 f , /SERVICE {TYP.} I ; -n �" !\ ! i w t " SHEET
1 inch = 30 f . `°' `_'; it 2 \ \� �� f 1 I ` 85 F 30 B� 125
!, \ , m v+ ?
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unnnin till
} SINGLE WATER u* T s CROS `- - - -- - -- -.
It / \t SERVICE (TYP.) o \ - FRAME 28.4 1 . 4 1 '� - °��
r / ! !,'L t\ �0 6 - : 3.72 o ti .INV. 27.E7 gg. i�P :2 y
c1 A. r ` - 1 EG DOUBLE SEWER �, DOUBLE SEW / t , 1 VERT OUT: 23:7c -�- - i {7,f I t E30 S.D INV. _ FG
as l� n ' u m SEE � IrI E T O r a �� SERVICE {TYP.i / _
O uspN-y n
SERVE Y,B3 � DRC1P MANHOLE 0 m � � o / �• ( LZr' a �$
1 �u�i �H 31�ur tl I / / T\ i t -ci\ t s �G3'L•
a r uaawm n a3ur szr sir �r�W��aarrr s J,r, �s�n \ ` "1 F .90 Gs \ tti f Q: �:i:zoIL
16 0 / � / l } �' s� RM MA H I % / /`} C3 C> CJ
{` z: �` 1,r x. I J / fl '` - t -n t .ri VERT IN: 24.57 vt 1 i/FRAME - 30. 8 �rll.l f/ t o
Q & t d MINIMUM ROUGH PAD 30.6 / / / } / + INVERT IN: 26.58 r - t
Q 31 M� � z. - t t o o t �„ -
r v, rt: i / INVERT EN' 23.29
1 ! < \ v,INYERT OUT: 20.�€8 i i } INVERT IN: 2Z.$€ / t'y,C�'• /t
/ INGLE WATER o t Off,'•
to _ r 0 1 c< .--v f
\S
�\ i his%� \ \\ 6 3p•6 . /SERVICE (TYP.} ! y ti l INVERT @UT t jam c
i t t 85� F 30125
�, l 3O \ ,!f ; I s t 15? i j e ; CPO®1.46 M)iNIMUM ROUGH PAD
p \ t , MINIMUM ROUGq-PAD = 30. t t I r 3 / = 32.0
158
MINIMUM ROUGH PAD 31.0 \ ! FRAME : 2 :O9
/ f INVERT IN; 4.10 1 _ # ? t VG
U ,5 � ;,, .`; 1 cv \ ,,� ' \ � I , I � INVERT 0 it 24.1O a , f
/ r x1 E� a P , Q
�i, RAT INLET If '� o ,,�y� RAtvi£ • 29.09 1 O V&
\ :� ` t 1 1 ( 'n FRAME : 29.50{\ ®• , p �� p } /' ( f
/ ty , 1\�,. \ l\•.\ b YS=� 9E. VERE 7V- N'T / `®®
/ / �t IMUM ROUGH PAD � 51.O 1 tt� INVERT IN: � - \\]t. LLYY} ��h � �4
INV£ :24.37 t /-
\ st / / V
' t r t \l I to I t � a DOUBLE SEWER
`� ! \( 1 o I TOUT: 24.37 •` " r r SERVICE ({YP.}
\ 44 I \ I tL 1-'"'. 1�• �,�r�'� ('' r ...s,� ram.
jjG. l\ 1 , I # t ii KI' g y �" \ i '?:`t .rr \ 'G3 I �.Ld
,1'' :\t \ 1. f'r � /,�/ '�' \, `\• i I i -� ..� 1.` •` GI I�F-L4 7 .,� �' -.� .y�`;'r : 126
\ \ f•-
1\� its f 0\ \\\ \ ISWALE TO PRONTO£ (�,.-+ i ,t� \ z w 0 at
fli () , c i MIN€M€1M ROUGH PA€JE = 32.
�?OSITTVE DRAINAGE t 4 RCS e �, 7 { F co
o
;1 +Y/ 0 I { ( ��,� {SEE DET � �' P@ i -�' t ���� � y \ I
u+t mG t t \�\ ! # IR SING „'
3
'tt'
o .-t \` -� m
i c�� 1 \` \\\ 1 i f �f 4" s. V. 24.0 r �� \ t n a�
6* V VE &BOX
RA T lid I- i O� • ' r J \ ? j \'r ti5�t \\ JI
FRAME • 29.0 / _f m
y t mt m -o \ \ 22f9 LF 8 e
, t , "tt Ci l -�' '\\ ..- +
F ,l Gt y INVERT OUT: 25.20 .-� ! ! �'oK $®R- 5 +tO.4$� \ 1 r \ �
Q ,`i t `1\l "'n\f •�� a .....; -` �'' �'� r
\ \ 15 i
` MINIMUM ROUGH PAD = 32.0
•/ 4 ,1. t ij , `R 1 ". "'t�o / �O "'sy \ \, \\ ' i7 , r ^\�.e�i--i','J'" I C3
't ��t✓Y4)„)r:. BANK N/F'�� i\Srt' it M1 r" �' I / / +J \ \ \\� C5• ,� 1 4t�� i CROSSING 1 i `�`r� �
i \1 \ 8 S.S. INV. 2I.4I 1 r &1 xh� t o
f ! T t ,1� t r�'` I72 LF 15 8 \ ♦\ , 6 W. INV. 2699 � tf � �ti �,�� ��,��� ,; O
lei, : IONA- S f t 1 l� t .�' / as ,i <..n a t
oc%
4Pi ®V• ID • \ �1 1� ( £ \ `, '- +C+ , i z,2i9i'1 4s -fig"��t-�x ✓ n� "`-y EL EL Z
t ± 11 t`i t \ �� } % ♦ t7j ,t �! 155 �' ; G' 1 / ± ♦\� x'r�rJ' `'� "`�U �� -z 0 0
MINI ROUGH PA€b,. �i.5 f'' , u'c� t / r° t � ,}}p l� ' ; r ran z In
/ > f f h4i JjySJ W
C/y !i!
j` G , i j \ •�r. ,. 1 �z �c .v �"tiit': + -`%` ��t� ' `f 4E
t1\�� tt� lam`\ \ \ \ ''\ v+ 154 'n t j USE I LENGTH OF \\ 1 \\ ��,� �`��� �� ��� �ti?��'�C�� t� =t
\ G
) ` i.� € ROUGH = I � �',, o :� �� :` �;�� � t z�,
�' \ •� MINIMUM RO 3 .$ 3 l DIP ATCROSSlNG ; � '� / , � ���;� ,p� � �4�=���� � �� �f ,n
CROSSING \ i� "1' 4
iE
Ilk o� € 6° W. INV,- 22.58 , \ x 4 z rT'•i a ` 'a.
SINGLE WATER . .! . , �d 16
a )
sI I$ S.D INV. _ 24.87 i \ 4 ' x j ::, ,;r o v
SERVICE {TYP.} _ \ \ �t �, /` W
VIF
4NL� 1 \ r� fir '� i�;f �? �-: tY C} � 'I � I \J �f
DROP
RT IN: E4 9O *-r f �. � �' RAMS : 3. O
v -ok se1} INVERT OUT: 24.90 ra y� / ti `4 t/ ? TN RT TN: 2
-.1 V 'i` Wit- 21.7
DOUBLE S£iY£R <v --
\ ,�I. 1 IN R i�€�2L6 a
\ \ \ /// hi. S.'* �r€�. c `*=g,„ I "<5�,,i,./��►,� " �,'5�1:,k;. / ? I I II ` \
r/'( 2rxri ``1i'a11 Ii 1 J
j r ` , � i j �• t�lt �s �, r�e/FRAME : 2$.+"�6
INVERT OUT: 25.00 !> i
155
fr, l MINIMUM ROUGH PAD 32.2 OUBLE SEWOR ,r YY fig+ \T rLo
MINIMUM ROUGH PAD 32.7
Jt 11 j t j 1 RVICE {TY.} u��4 s EI9iD�I'' {y+ l
SINGLE WATER tz"` t4k„{
F i , ( �ku,�r...,-.i'. ar7�a F '�uIy�R7 a'TfZs,�, uv .S h".`i-y '''` niY ''k. J �* +' i / 1, 1 1 trait
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i 3 q� F3j ; 3 q y, : x 3 (3�ur# i i ♦ / l {j{ (l)
y
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FIRE YDRANT 1 5. `l r � � '` ., ' , , 21 LF 15 ! co o
fib a sr v r r\ t s ► , RCP oo-.48ai •� t� 1
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\FG ,.. I /\ 244 LF 8*4r a3� ( a r Y CD co w
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•r 1 .,, ,,,...+"•'w ...• \.�l v-�'z3' y'o iZfj ♦ / � \ .��� 'it �/ �
I /j;rrr l j1 i_ 2 SERVICE(TYP.}
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-- " DOUBLE SEWER
SERVICE (TYP.)
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�
152 FX
f /
1 j j' / /. jJJJ / f MINIMUM ROUGH PAD = 32.2 , MANHQL9 43 T
FRAME: 30.90 t \♦ \ i f ti
j / !� L• jl6 IJ / 2 INVERT OUT: 26.73149
\ \ ,� \` J
I / 2 MINIMUM ROUGI4 PAD 31.7
Lv
Ic
UJ
of
f
151 '` t 150 L'
/ A t MINIMUM ROUGH PAT } 1t� \ \ c?<, _ r'
j MINIMUM ROUGH PAD = 32.2
jj/r.� , ry t
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1-800-632-4949
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\ t ,
;i APPROVED
NORTH GAR LIMA ENVIRONMENTAL
MANAGEMENT COMMISSION
IVINUN OF WATER QUALITY
JOS 3U0: J-I866O
DATE: 7/25/06
DRAWN: CPO
DESIGNED: MJO
q T�T�'T A
L
GRAPHIC i1i ` '`�REVIEWED: N1,1Q
APPROVED: DCG
\ \\ ! b 30 0 ss 30 80 120 SCALE: I" 50,
IN FEET) `;
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t\ i SHEET

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HATE: 7/25/06
DRAWN: GPO
DESIGNED: NlJQ
REVIEWED: MJQ
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t ` `PVI ELEV = 2
t q
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E = 2
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p BEG,NNING QF FABRIG FENCE EXISTING PAVED O CURB INLET PROTECTION NOTES:
�, ROADWAY � 1.5' FABRIC �' air
' X.\\.\ i,ylNX, / POST €I �I-i + iP=I(>� '�1=11 I MAX
Q /\\i ti /.\� { �6' O.C. MAX.f ii1` FLOW 1 ATTACH A CONTINUOUS PIECE OF WIRE MESH (30" MINIMUM WIDTH BY THROAT LENGTH.
GEOTEXTiLE UNDERLINER �' `" --aw. PLUS 4") TO THE 2" x 4" WEIR (MEASURING THROAT LENGTH PLUS 2") AS SHOWN 4N
I I I I TOP VIEW 3:� SIDE SLOPES
U FRONT VIEWS U OVERLAP AT FABRIC ENDS - - `� o o �.:
THE STANDARD: DRAWING. a®4 ®®
rr? SECTION A -- / \ 2 PLACE A CONTINUOUS PIECE OF APPROVED FILTER CLOTH (40-80 SEIVE) OF THE SAME t'+`q�D\ �"}
i MIN.' \ DROP INLET DIMENSIONS AS THE WIRE MESH OVER THE WIRE MESH AND SECURELY ATTACH IT TO ota L7s
4 / \ THE 2" x 4" WEIR, V1 V4 t� 1
SPILLWAY , , '� . 3 SECURELY NAIL THE 2" x 4" WEIR TO A 9" LONG VERTICAI SPAr^I I? Tn RF I nrATI n 5>r1 o
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NOTE:
,n
'-
USE 36" D.O.T. APPROVE€? FABRIC
USE WOOD OR STEEL POST.
2.5' MIN.
2$Si 2.5' MIN
28 "
s=
4' MIN,
Flow
U
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1,5` MIN.
TRENCH
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VIEW
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00
TYPE A SILT FENCE 36"
SEDIi
(STR'
SUPP
WHEE
-ES
IODs TYPE "C"
BASIN SiLT FENCE
DROP INLET
WITH GRATE
STEEL FRAME BURIE
MIN 6" THICK
1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS.
2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3.
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MIN. LENGTH
TYPE OF POST
" SIZE OF POST
4'
SOFT WOOD
3" DIA. OR 2X4
4'
OAK
1.5"XI.5„
4'
STEEL
1.3 LB. FT. MIN.
17 MIN.
1 3 4" WIDE
1. ( 2" LONG 1 5 MIN.
1
E-
I
DIVERSION RIDGE
FASTENERS FOR WOOD POST (NAILS)
GAUGE
LENGTH
BUTTON HEADS
NAIL/POST
14 MIN
I"
3 4"
4 MIN
-I I I L
W NOTE;
FENCE NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. 50` MINJAIN, 1. THE STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE INLET
TENSILE STRENGTH
ELONGATION
AOS (APPARENT
FLOW RATE
ULTRAVIOLET STABILITY (2)
BURSTING STRENGTH
MIN. FABRIC WIDTH
(LBS. MIN.) (1)
NMAX.)
OPENiNG SIZE)
(GAL/MiM/SO. FT.)
(ASTM 0-4632 AFTER
(PSI MIN.)
(INCHES)
(ASTM D-4632)
(ASTM 0-4632)
(MAX_ SIEVE SIZE)
(GOT-87)
300 HOURS WEATHERING
(ASTM D-37E6 DIAPHRAGM
(ASTM D-4751)
1N ACCORDANCE WITH
BURSTING STRENGTH
ASTM D-4355)
TESTER)
WARP-120
40
#30
25
so
175
36
FILL-IOO
APART, AND SECURELY DRIVEN INTO THE GROUND, APPROXIMATELY IS INCHES DEI
A BE ENTRENCHED 12 INCHES AND BACKF(LLED WITH CRUSHED STONE OR COMPACTE
PLAN L WIRE SHALL BE SECURELY FASTENED TO THE POSTS, AND FABRIC ENDS MUST BE
OF IS INCHES OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTINUOU
NOTE: INLET.
1. IT IS RECOMMENDED THAT THE ENTRANCE 3. 1F THE ACTION OF THE VEHICLE TRAVELING OVER 4. THE EXIT SHALL BE MAINTAINED IN A
AREA BE EXCAVATED TO A DEPTH OF 3 INCHES THE GRAVEL PAD DOES NOT SUFFICIENTLY REMOVE CONDITION MICH WILL PREVENT TRACKING 2. THE TRAP SHALL BE INSPECTED DAILY AND REPAIRS MADE AS NEEDED. SEDIME
AND BE CLEARED OF ALL VEGETATION AND ROOTS THE MUDTHE TIRES SHOULD BE WASHED PRIOR TO
OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE TRAF
,
(1) MIN. ROLL AVERAGE OF FIVE SPECIMENS. ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. THiS MAY REQUIRE PERIODIC TOP DRESSING WITH 3. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FRO
i2t PERCENT OF REQUIRED INITIAL MIN, TENSILE STRENGTH. 2. ON SITES WHERE THE GRADE TOWARD THE WHEN WASHING IS REQUIRED, IT SHALL BE DONE 1.5 TO 3,5 INCH STONE, AS CONDITIONS DEMAND, AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT AGAIN ENTER THE INLE1
NOTE' PAVED AREA IS GREATER THAN 2X A DIVERSION ON AN AREA STABILIZED WITH CRUSHED STONE AND REPAIR AND/OR CLEANOUT OF ANY WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, I
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SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE BARRIER, RIDGE 6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES I THAT INTERCEPT STRUCTURES TO TRAP SEDIMENT. ALL SEDIMENT SHALL BE REMOVED AND EITHER SALVAGED OR DISPOSED OF PROPERLY. THE DISTURBED AREA 1 {
FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT THAT THE AND PROVISIONS AI I T£RCE THE SEDIMENT- 2" x 4" SPACER
EFFECTIVENESS OF THE FABRIC IS REDUCED (APPROXIMATELY SIX MONTHS). TEMPORARY SEDIMENT BARRIERS
SHALL BE CONSTRUCTED ACROSS THE FOUNDATION LADEN RUNOFF AND DIRECT IT INTO AN MATERIALS SPILLED, DROPPED, WASHED, OR
SHALL BE BROUGHT TO PROPER GRADE, THEN SMOOTHED AND COMPACTED. APPROPRIATELY STABILIZE ALL
DISTURBED AREAS AROUND THE INLET.
SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL SEDIMENT
ACCUMULATED AT THE BARRIER SHALL BE REMOVED AND PROPERLY DISPOSED OF BEFORE THE BARRIER IS
APPROXIMATELY 15 FEET ABOVE THE ROAD. APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TRACKED FROM VEHICLES OR SITE ONTO
ROADWAYS OR INTO STORM DRAINS MUST
{"* (��j
p© ( PROTECTION
\-r1.JR8 INLET t RVTEi�Ti1EV
REMOVED.
SILT FENCE -- TYPE A
BE REMOVED IMMEDIATELY.
CONSTRUCTION EXIT
INLET SEDIMENT TRAP
NOT TO SCALE
NOT To SCALE
NOT TO SCALE
FILTER FABRIC W/ SUPPORTING FRAME
C I P
V 1 S
1 E
NOT TO SCALE
NOTE:
NOTES;
I = TNF nIGTANrP RIICH THAT POINTS
� ���,�o���,i�Iti,.�y,I • •.,FIB
4
r-o-o-o-o-o-o-o-o-o•o•>,2.
d= OUTLET PIPE DIAMETER.
i'412i Mr0•-0-0-0-1-o-o-i
3. D= L5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6".
4. IN A WELL-DEFINED CHANNEL EXTEND THE
ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF
1
BANK.
-La
5. A FILTER BLANKET OR FILTER FABRIC SHOULD
r -•' r •
�FOUNDATION,
•
S�i�• �'irr-6.
DESIGN CRITERIA
`f••f�f.••*► fly. .
OUTLET PIPE DIAMETER:
FLOW RATE (CFS): S
VELOCITY (FPS): f S
TAILWATER CONDITION -
(MIN, or MAX.)
SECTION 1 lFILTER BLANKET'
- A.
7. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
MIN. .A. THICKNESS(D):
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
Lo:
HAVE DISLODGED. i i ALL i i REPAIRS TO PREVENT
F
PIPE OUTLET TO WELL-DEFINED CHANNEL
PLAN
Lo (FOR MIN, TAILWATER CONDITION)
0.4 LO (FOR MAX. TAILWATER CONDITION)
SECTION A -A
T I I """-- FILTER BLANKET
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
STORM DRAIN CUTLET PROTECTION
NOT TO SCALE
SPACING BETWEEN CHECK DAMS
STONE CHECK DAM
NOT TO SCALE
SEEDING RATES FOR TEMPORARY &'PERMANENT
COVER
RATE PER
ACRE
RATE
PER ACRE
TEMPORARY
PERMANENT
MONTH
COVER
SEEDED
ADDED
COVER
SEEDED
ADDED
ALONE
TO MIX
ALONE
TO MIX
* LESPEDEZA, ANNUAL
40 tbs.
10 tbs.
* BAHIA, PENSACOLA
60 lbs.
30 tbs.
JANUARY
* RYE
3 bu.
.5 bu.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
* RYEGRASS. ANNUAL
40 ibs.
-
CENTIPEDE, SOD
-
_
* WHEAT
3 bu.
,5 bu.
LESPEDEZA. SERiCEA
1
75 tbs.
-
LESPEDEZA, ANNUAL
40 tbs.
10 tbs.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
FEBUARY
*RYE
3 bu.
,5 bu.
CENTIPEDE, SOD
LESPEDEZA. SEDICEA
1
-
75 tbs.
-
_
*RYEGRASS, ANNUAL
40 tbs,
2
* LESPEDEZA, SEDICEA
75 tbs.
-
*LESPEDEZA, ANNUAL
40 tbs.
10 tbs.
BAHIA, PENSACOLA
60 tbs,
30 tbs.
* RYEGRASS, ANNUAL
40 tbs.
BERMUDA, UNHULLED
10 tbs,
6 tbs,
MARCH
*SUDANGRASS
60 tbs.
CENTIPEDE, SOD
* LESPEDEZA, SEDICEA
1
-
75 tbs.
_
_
LESPEDEZA, SEDICEA
2
1'5 tbs.
-
BAHIA. PENSACOLA
60 tbs.
30 tbs.
MILLET, BROWNTOP
40 tbs,
10 tbs.
BERMUDA, UNHULLED
10 Ibs.
6 tbs.
APRtL
* MILLET, PEARL
50 tbs.
-
CENTIPEDE. SOD
* LESPEDEZA, SEDICEA
1
75 tbs.
_
SUDANGRASS
60 tbs.
LESPEDEZA, SEDICEA 2
75 tbs.
-
BAHIA, PENSACOLA
60 tbs.
30 Ibs,
MILLET, BROWNTOP
40 tbs.
10 tbs.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
MAY
MILLET, PEARL
50 tbs.
-
CENTIPEDE, SOD
* LESPEDEZA, SEDICEA
1
-
75 tbs.
_
_
SUDANGRASS
60 Ibs,
-
LESPEDEZA, SEDICEA
?
75 tbs.
-
BAHIA, PENSACOLA
60 tbs.
30 tbs.
MILLET, BROWNTOP
40 tbs.
10 tbs.
* BERMUDA, UNHULLED
1
10 tbs,
6 tbs.
JUNE
MILLET, PEARL
50 tbs.
* LESPEDEZA, SEDICEA
75 tbs,
_
SUDANGRASS
60 tbs.
-
* LESPEDEZA, SEDICEA
2
75 tbs,
-
* MILLET, BROWNTOP
40 tbs.
10 tbs.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
JULY
MILLET. PEARL
50 tbs,
-
* LESPEDEZA, SEDICEA
1
75 tbs.
-
SUDANGRASS
60 tbs.
-
AUGUST
* MILLET, PEARL
50 tbs.
-
* BAHIA, PENSACOLA
60 tbs.
30 tbs,
* RYEGRASS, ANNUAL
40 Ibs,
-
* LESPEDEZA, SEDICEA
1
75 lbs.
_
*BARLEY
3 bu,
.5 bu,
* BAHIA, PENSACOLA
60 tbs.
30 lbs,
SEPTEMBER
* OATS
4 bu.
i bu.
LESPEDEZA, SEDICEA
1
75 tbs.
_
* RYE
3 bu.
.5 bu.
RYEGRASS, ANNUAL
40 tbs,
*WHEAT
3 bu.
.5 bu.
BARLEY
3 bu.
.5 bu.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
OCTOBER
OATS
4 bu.
t bu.
LESPEDEZA, SEDICEA
1
75 lbs.
-
RYE
3 bu.
.5 bu.
RYEGRASS, ANNUAL
40 tbs.
-
WHEAT
3 bu,
.5 bu.
BARLEY
3 bu.
.5 bu.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
NOVEMBER
OATS
4 bu.
I bu.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
RYE
3 bu.
.5 bu.
CENTIPEDE, SOD
1
-
_
RYEGRASS, ANNUAL
40 tbs.
-
LESPEDEZA, SEDICEA
75 ibs,
-
WHEAT
3 bu,
.5 bu.
BARLEY
3 bu.
.5 bu.
* BAHIA, PENSACOLA
60 tbs,
30 tbs.
DECEMBER
OATS
4 bu,
I bu.
BERMUDA. UNHULLED
10 tbs.
6 tbs.
RYE
3 bu.
.5 bu.
CENTIPEDE. SOD
-
_
RYEGRASS, ANNUAL
40 tbs.
-
LESPEDEZA, SEDICEA
75 tbs.
_
WHEAT
3 bu.
,5 bu.
NOTES
ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED
* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE
1. VNSCARIFIED
22 SCARIFIED
3 CENTIPEDE SOD CAN BE USEDAS PERMANENT•COVERANY77MEEXCEPTJUNE THRUOCTOBER
FERTILIZER REQUIREMENTS
TYPE OF
SPECIES
YEAR
ANAI-YSIS OR
EQUIVALENT
N--P-K
RATE
N
TOP DRESSING
RATE
1. COOL SEASON
FIRST
6-12-12
15001bs./oc.
50-100 Ibs./ac. * I Si 2
GRASSES
SECOND
6-12-12
10001bs./ac.
-
MAINTENANCE
10-10-10
400lbs./ac.
30
2. COOL SEASON
FIRST
6-12-12
15001bs./ac.
50-100 Ibs./ac. * I
GRASSES AND
SECOND
0-10-10
10001bs./ac.
-
LEGUMES
MAINTENANCE
0--10-10
400Ibs_/ac.
-
3- GROUND COVERS
FIRST
10-10-10
13001bs./Qc. * 3
SECOND
10-10-10
1300lbs./ac. * 3
MAINTENANCE
10-10-10
1100lbs./oc.
4. PINE SEEDLiNGS
FIRST
20-10-5
ONE 21-GRAM
-
PELLET PER
SEEDLING PLACED
IN THE CLOSING
HOLE
5. SHRUB
FiRST
0-10-10
700lbs./ac.
-
LESPEDEZA
MAINTENANCE
0-10-10
7001bs./ac. * 4
6. TEMPORARY
FIRST
10-10-10
500115s./Dc.
30 lbs./ac. 5
COVER CROPS
SEEDED ALONE
7. WARM SEASON
FIRST
6-12-12
15001bs./ac.
50-100 Ibs./ac. * 2 & 6
GRASSES
SECOND
6-12-12
800lbs./ac.
50-100 fbs./ac,
MAINTENANCE
10-10-10
400 lbs./ac.
30 lbs./ac. * 2
8_ WARM SEASON
FIRST
6-12-12
15001bs./ac.
50-100 Ibs./ac. * 6
GRASSES AND
SECOND
0-10-10
10001bs./ac.
LEGUM S
MAINTENANCE
0-10-10
400 Ibs./oc.
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DATE: .._ .....7/25/06
DRAWN: __. CPO
* 1 APPLYIN SPRING FOLLOWING SEEDING. APPROVED DESIGNED: MJQ
*2APPLYINSPLITAPPLICATIONSWHENHIGHRATESr;RE H CAROL€NENVIRONMENTAL REVIEWED:Rp£G
3.APPLYIN3 SPLITAPPLICA770NS. A A ME T COMMISSION scALE: N/A
*4APPLY WHEN PLANTS A£tEPRUNE€}. DIVISION OF WATDUALITY"�.
* 5APPLY TO GRASS SPECIES ONLY.AN
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SECTION
NEW PAVEMENT
SELECT FILL COMPACT-E-1,
TO 95% MAX. DENSITY
PIPE ZONE
COMPACTED I I I
GRANULAR
MATERIAL
T 1
- Bd SHALL NOT BE GREATER
THAN Bc PLUS 2' FOR
PIPES UP TO AND INCLUDING
VARIES 30" AND 3' FOR PIPES
GREATER THAN 30" TO
PERMIT SATISFACTORY
JOINTING AND TAMPING
OF BEDDING MATERIAL
UNDER & AROUND PIPES.
PARENT MATERIAL COMPACTED
TO 90% MAX. DRY DENSITY
STORM LINE BEDDING FOR PAVED AREAS
NOT TO SCALE
TOP OF LOT
EXISTING GRADE
HOLD-DOWN STAKES -- 7
GOLF COURSE LOT \o5q""
NOTE: TYPICAL GRADING PLAN
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR
OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. NOT TO SCALE
CURE INLET SEDIMENT FILTER
NOT TO SCALE
j STABILIZE OUTLET
TRANSITION FROM TRANSITION FROM
VERTICAL CURB VERTICAL CURB
TO ROLL CURB IN 3` VARIES TO ROLL CURB IN 3'
EXPANSION EXPANSION TYPICA
JOINT BOC BOC JOINT
o a a is USF 170-E RING AND COVER OR APPROVED
d a o '' TYPICAL FOR UNPAVED AREAS FUNCTIONAL EQUIVALENT
a FINISHED GRADE ---.4 -...'.-.c..r..4.,.� ' QQQQI:ILiQQQIIQQQQQEIQQ000 •r' ".i"'......,..:rs•..:� ' '
a a QQQE3QQQQQQQQQ000QQQQQ s ' o • TYPICAL FOR PAVED AREAS
" ` QQQQQQQQQQDQQQQQQQQQQ a (SEE SECTION FOR DETAILS)
-
• ppp[jp©p��pQ❑p©Qpo ❑©�
a ¢ °�'Ci❑pElE1CICIC#EIQIlQIIQ©[1Q�LlQLI 'a :
a ° . �. QQQQQQQQQQQQQQQQQQQQQ '' °' °• ° ' \ I 6' SLAB
QQQQQQQQQQQIIQQQQQQQQQ ......::.:
24" ROLL CURB QQQQQE)QQQEIflQQQQ{iQQ13 24" � "
BERM ROLL CURB 4 MIN RICK COLLAR, 8 MAX
W/ 1/2 MORTAR
GUTTER LINE GUTTER LINE
TRANSITION TRANSITION
ASPHALT
PAVEMENT 6" CONCRETE SLAB Wj
4 BARS 8' O/C EA. WAY, 8" 8" PRECAST CONCRETE, vARr£s
PLAN VIEW SIDE OPENING THAN 2 EA MN. MIN. WI 1/2" MORTARUBLE PARG€NG COURSE)
TEMPORARY POOL
PERMANENT POOL -
APPROXIMATE SHWT� - ALL POND SIDE SLOPES = 3:1
FOREBAY SIDE SLOPES = 2:1 MAX
WET DETENTION BASIN DEPTH
PLASTIC CORRUGATED PIPE
SEDIMENT STORAGE
REQUIRED I FT
BOTTOM
Pond Elevations
Wet Detention Basin
3
6
8A
8B
Temporary Pool Elevation
25.80
25.59
25.81
29.99
Permanent Pool Elevation
25.00
25.00
25.00
25.00
Bottom Elevation
17.6
20.0
15.0
16.0
Max. Detention Basin Depth
7.5
5.0
10.0
9.0
Forebay Depth
7.5
5.0
10.0
8.0
Sediment Cie anout Elevation
18.5
19.0
16.0
'17.0
Approximate SHWT
1 24
1 24
1 24
24
10' MIN. 3' IVEGETATED SIDE SLOPE
VEGETATED
PERIMETER
SHELF ROCK BAFFLE FOREBAY BERM
5' (SEE DETAIL)
/'I:,_i= f� FOREBAY DEPTH
l 1=111=1 I I -III- ! I-111-1 f 1=11 �- 2
3 I I I=1 I I=111=1 11=1 I M1 I M1 I M1 11=1 11=1 I
II11- -1 11=1 11=111-111=1 11=1 11=1 11=11 E I Ed I
€�I I I- I i 1_.._1 I
a
NOTES
I. SEASONAL HIGH WATER TABLES
(SHWT) ARE APPROXIMATED BY
GEOTECHNICAL ENGINEER.
01
TOP OF BANK
I_I I [;:;;{ ] I �-] 1 F_I ( =1' NOTES:
-I 1 r_-III-1 I I-1 I 1-111- l I I I -1 l 1=11 11EE ,111 1 t 1. WEMETER OF AHEND NTS SHALL BE
YE SHELF LONG THE
PERIT 11 t--Tt-1I 1=1 11- 11 POND. VEGETATIVE COVER SHALL BE ANY
POND SECTION DETAIL COMBINATION OF THE FOLLOWING WETLAND PLANTS:
ANDROPOGON VIRGINICUS (BROOMSEDGE)
NOT TO SCALE SAURURUS CERNUUS (LIZARD'S TAIL)
2. SEE GRADING PLAN FOR ELEVATIONS,
NO. 789 STONE SEDIMENT FILTER (REPLACE STONE 3. SOD SHALL BE DENSELY ROOTED. GOOD QUALITY
AS NECESSARY TO MAINTAIN FLOW THROUGH OUTFALL PIPE) CENTIPEDE GRASS, FREE FROM NOXIOUS WEEDS. THE
SOD SHALL BE OBTAINED FROM AREAS WHERE THE SOIL
IS REASONABLY FERTILE. THE SOD SHALE. BE RAKED
SEDIMENTATION BASIN PIPE DIMENSION
Basin
1
2
3
Pipe Size (in)
15
15
15
I% 1
NOT TO SCALE
FOR UNPAVED AREAS TYPICAL FOR PAVED AREAS
FRAME ELEVATION (SEE PAVEMENT SECTION)
w�.
4' MIN. 8' MAX. BRICK COLLAR WITH
BRICK COLLAR . : F MORTAR: BRICK TO
GRADE AS REQUIRED
• • CLEAR OPENING .'•p . `�
24' x 36'
USE HEAVY DUTY FRAME ANO 1- i" OVERHANG MAXIMUM
GRATE: USF 4138 FRAME (ALL SIDES)
AND 6218 GRATOR t
E
APPROVED EQUIVALENT 4'x 3' PRECAST CONCRETE BOX
111AUM G" WALL THICKNE
-
/ RI a" BRICK BRICK WITH MORTAR SS)
MAX.
PROVIDE MA INDUSTRIES, INC. 6" INVERT
GUTTER INLET FRAME. ROLL HOOD MODEL PSI OR APPROVED ELEV.
USF 5125 CURB a
HOOD AND USF 6173 CURB EQUIVALENT STEPS AT G" SLAB 4 4 •
BEYOND I'-2" O.C. IF BOX EXCEEDS 6" 4 3'COVER
GRATE 3'-O" DEEP. GROUT .6' CONCRETE SLAB W/ gy
PAVEMENT / FRAME EL 4 BARS 12" 0/C EA WAY �-mir,4,7W s"
DING
x
11
4 BARS o I2' 3' COVER
BOTTOM SLAB
TOP
BRICK TO GRADE (8" MAX.)
' . i .r ' �........�.e. O.C. EACH WAY
SLAB
CONCRETE TOP SLAB
OPENING IN TOP SLAB
SHALL MATCH OPENING
IN INLET FRAME
PRECAST CONCRETE VARIES
TRAFFIC BEARING BOX
B"
MIN. MIN. MIN. MIN.
if A_ _ INVERT
6" MIN.
SECTION VIEW 12" STONE BEDDING
CURB INLET {CO
NOT TO SCALE
NOTE: THE PRECAST MANUFACTURER SHALL PREPARE AND SUBMIT TO THE ENGINEER DESIGN DETAILS AND
CALCULATIONS FOR THE PRECAST STRUCTURES SPECIFIED ON THE DESIGN CRITERIA SPECIFIED. THE DESIGN
SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF SOUTH CAROLINA EXPERIENCED
IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES AND
CONSTRUCTION LOADS. REPRODUCED COPIES OF ASTM C789 "STANDARD SPECIFICATION FOR PRECAST REINFORCED
CONCRETE BOX SECTIONS FOR CULVERTS. STORM DRAINS, AND SEWERS" WILL NOT BE ACCEPTED AS A SUBSTITUTE
FOR DESIGN.
3"(TYP)
STORM MANHOLE (SMH)
NOT TO SCALE
12" STONE BEDDING a o' o .' �71
• a
I 4' I
# a i
° . # FRAME AND GRATE {
AI NOT SHOWN 3 I,
FOR CLARITY 4
I '� I I• 'I
� 4
I �-a.
OVERLq t j • c l t'�''i t• d'
o .4
a o
La _ _ ..� _ ..a -•III
17
1... _..
2 - #4 BARS BENT AND
OVERLAPPED AS SHOWN
NOTES:
I. CHAMFER ALL EXPOSED CONCRETE EDGES 314'.
2. WHERE BRICK IS USED. ALL EXPOSED SURFACES SHALL BE COATED WITH I/2. 1:2 MORTAR INSIDE AND OUTSIDE.
3. IF PRECAST BOX IS USED, TOP. RISER, AND BASE SHALL CONFORM TO THE LATEST REVISION OF ASTM C-478.
STANDARD GRATE INLET
30" PIPE AND SMALLER
NOT TO SCALE
DROP INLET
WITH GRATE
FILTER CLOTH -
STAKE-
RUNOFF WATER
WITH SEDIMENT #57 WASHED -
STONE
FREE OF ALL DEBRIS INCHES BEFOREN CUTTG. THE SOD SHALO
L CONTAIN
PRACTICALLY ALL OF THE DENSE ROOT SYSTEM AND
NOT BE LESS THAN ONE (1) NCH THICK. SOD SHALL BE
CUT IN UNIFORM STRIPS NOT LESS THAN TWELVE (12)
INCHES IN WIDTH AND NOT LESS THAN TWENTY-FOUR
(24) INCHES N LENGTH.
SOD SHALL BE PLACED BETWEEN MARCH I AND
DECEMBER I.
SOD SHALL BE PLACED WITHIN 48 HOURS OF CUTTING.
SOD SHALL BE MOIST WHEN LAID AND PLACED ON MOIST
GROUND. THE SOD SHALL BE CAREFULLY PLACED BY
HAND, BEGINNING AT THE TOE OF THE SLOPES AND
WORKING UPWARDS. THE LENGTH OF THE STRIPS SHALL
BE AT RIGHT ANGLES TO THE FLOW OF THE SURFACE
WATER. ALL JOINTS SHALL BE TIGHTLY BUTTED AND
END JOINTS SHALL BE STAGGERED AT LEAST 12 INCHES.
THE SOD SHALL BE IMMEDIATELY PRESSED FIRMLY INTO
THE GROUND BY TAMPING OR ROLLING. FILL ALL
JOINTS BETWEEN STRIPS WITH FINE SCREENED SOIL.
SOD ON SLOPES SHALL BE PEGGED WITH SOD PEGS TO
PREVENT MOVEMENT. THE SOD SHALL BE WATERED,
MOWED, WEEDED, REPAIRED, OR OTHERWISE MAINTAINED
TO INSURE THE ESTABLISHMENT OF ,A UNIFORM
HEALTHY STAND OF GRASS UNTIL ACCEPTANCE.
4. A TEMPORARY PUMP SHALL BE USED TO DRAIN
PONDS FOR MAINTENANCE OR INCASE OF EMERGENCY.
I
i
I J57 WASHED
STONE
STAKE (TYP)
PLAN
FILTER CLOTH
- RUNOFF WATER
WASHED j WITH SEDIMENT
STONE
BURIED FABRIC NOTE: THIS METHOD OF INLET PROTECTION IS
DROP INLET APPLICABLE WHERE THE INLET DRAINS A
WITH GRATE RELATIVELY FLAT AREA (SLOPES NO GREATER
SECTION THAN 5 PERCENT, LESS THAN I ACRE) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5
CONSTRUCTION SPECIFICATIONS CF>) ARE TYPICAL.
DROP INLET SEDIMENT FILTER
I• STAKES SHOULD BE I" X 2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM
LENGTH OF 3 FEET.
". ?t
VED
2. STAPLES SHOULD BE OF HEAVY DUTY WIRE AT LEAST 1/2" LUNG. NORTH CAROB sx A ENVIRONMENTAL
3. STAKES SHOULD MIT' SPACED AROUND THE PERIMETER OF THE NLET A MAXIMUM OF -4 FEET
APART AND SECURELY DRIVEN INTO THE GROUND A MINIMUM OF 8". MANAGEMENT COMMISSION
4- A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP AROUND THE DIVIS101".'OF WATER QUALITY
OUTSIDE PERIMETER OF THE STAKES.
5• THE TRENCH SHOULD BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER CLOTH.
DROP 1NLET S nimrw'IT FILTER
NOT TO SCALE 1 ,L
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STREET SIGN NOTES:
I ALL LETTERS SHALL BE WHITE ON A GREEN BACKGROUND. 2 318" O.D.
THE SIGN SHALL HAVE NO BORDER OR CLEAR COAT.
2 THE STREET NAME LEGEND SHALL BE MADE WITH 4" HIGH LETTERS.
THE DESIGNATION OF ST. RD, DR. ETC. MAY BE ABBREVIATED
AND SHALL BE MADE WITH 2" HIGH LETTERS. THE TOP EDGE OF
SUCH DESIGNATION SHALL BE EVEN WITH THE TOP EDGE OF
THE STREET NAME LEGEND.
3 SIGNS SHALL BE 6" HIGH AND A MINIMUM OF 24" LONG. d I I'
THE LENGTH MAY BE INCREASED TO ACCOMODATE LONG
STREET NAMES. a —
4 SIGN POSTS SHALL BE 2 3/8" O.D. ALUMINUM PIPE. USE VULCAN I
SIGNS "2 3/8" O.D. ALUMINUM POST ALLOY 6063-T6"
OR APPROVED EQUIVALENT. :.
5 THE LOWER SIGN SHALL BE ATTACHED WITH A CAST ALUMINUM v
BRACKET WHICH FITS OVER THE END OF THE POST AND IS HELD
IN PLACE BY ALLEN HEAD SET SREWS. USE VULCAN SIGNS
"VS-LOCKE CAP" OR APPROVED EQUIVALENT.
6 THE UPPER SIGN SHALL BE ATTACHED TO THE LOWER SIGN WITH A CONCRETE
CAST ALUMINUM CROSS -TYPE SPACER. USE VULCAN SIGNS
"VS-LOCKE CROSS" OR APPROVED EQUIVALENT.
7 ALL SIGNS SHALL BE PLACED BETWEEN 6 AND 12 FEET FROM
THE EDGE OF PAVEMENT.
8 ALL STREET SIGNS SHALL COMPLY WITH THE SOUTH CAROLINA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
STREET SIGN DETAIL
NOT TO SCALE
i
Bd
PIPE ZONE
COMPACTED
GRANULAR
MATERIAL
TEMFORAI
ELEVAMO
PERMANEN
ELEVATlot"
WET OETE',
Bd SHALL NOT BE GREATER
THAN Bc PLUS 2' FOR
PIPES UP TO AND INCLUDING
_i 30" AND 3' FOR PIPES
1 GREATER THAN 30" TO
_[- PERMIT SATISFACTORY
{i JOINTING AND TAMPING
{" OF BEDDING MATERIAL
UNDER a AROUND PIPES.
12" MIN.
PARENT MATERIAL COMPACTED
TO 90% MAX. DRY DENSITY
STORM LINE BEDDING FOR UNPAVED AREAS
NOT TO SCALE
... �n�.,�vu.�.:.�,��„,�.,,,�.,.�..........__..u._.....,..,.<vu�;,�n..�._.._.w.._...�.�,.,.�__.. _. .__.._,_...._..—.........__•�_..-...,,.,.�u,,,,,uww,...-„�,-.•,w,.�,....�,.,,.,�„uw�....__... ,�._.... ,.�,�u�.M...-.....,�,x�,.___
PROPERTY LINE
DRAINAGE EASEMENT
SHOULDER TOP WIDTH OF SWALE SHOULDER
AREA AREA
ODE _ _._
VARIES 4:1 MRX'i-
2 MAX.
I' MINIMUM
-------- ----— MAX. -7 WATER TABLE&— —
DRAINAGE PIPE
SWALE BETWEEN LOT LINES
WITH PIPED EASEMENT
1
PROPERTY LINE
I
DRAINAGE EASEMENT
SHOULDER TOP WIDTH OF SWALE SHOULDER
AREA AREA
t t VARIES e}:t MAX' $4Op 2 MAX. -�
`..A� --
— ... _ .. i' MINIMUM — — — — _
MAX. GROUND WATER TABLE
SWALE BETWEEN LOT LINES
NOTE: I. SWALES TO BE GRASSED IMMEDIATELY AFTER INSTALLATION,
2. FINAL LOCATION TO BE FIELD LOCATED W/ OWNER TO AVOID
TREES, ETC.
tESAY
NOT TO SCALE
PLACE EXPANSION JOINTS AT 100' INTERVALS (MAX.)
PLACE CONTRACTION JOINTS AT 10' NTERVALS.
ROLL CURB AND GUTTER
NOT TO SCALE
VT
TYPICAL SIDE YARD SWALE CALCULCATI©NS:
Design 010 = 0.4418 W3/sec
(from Post -Developed Rational Method 10 Year input Data)
Proposed Channel Grade = 0.010
Proposed Vegitation = Bermuda Gross
Sail Type - Easily Eroaable
Permissable Velocity. Vp = 5.0 tt/soc (Table 8.05a)
Retordance Class = "D" cut (Table 8.05c)
V-Shope Channel dimensions:
designing to meet low retardance condition (class "D")
design to meet Vp
Note: Al! Gross $wales have Z = 3:1 (max) and d - 1.5 tt (max)
Z=3
T=2dZ=9.0t#
A = Zd^2
R s A/P - Zd / (2(Z^2+0-O.5)
S = 0.010
*from Figure 8.05c
**from Manning's Eq.
d (tt) A (tt^2) R (tt) *n **V (tt^2/sec) Q (tt1113/8ec) Comments
1.50 6.75 1.01 0.056 4.16 28.05 V < Vp. OK
Q > 010. OK
— _ — — R/w
ROADWAY
REMOVABLE
POST
— — R/W
TEMPORARY GRAVEL
CONSTRUCTION EXIT },
c
INSTALL SILT FENCE
PROPERTY ''{ �r ALONG ALL WETLANDS
LINE (TYP) �{,"�F i' (WHERE APPLICABLE)
�,.: ►�' AND ALONG ROAD
SP1QF I
( I �
INSTALL RIP -RAP CHECK
DAM ALONG SWALE
NEW DRIVEWAY EVENLY SPACED INSTALL RIP -RAP CHECK
DAM AT TERMINUS OF
I I NEW SWALE
I L I
RESIDENTIAL RESIDENTIAL
DEVELOPMENT NEW HOME DEVELOPMENT
I I I
I I I
INSTALL SILT FENCE
ALONG DITCH
TYPICAL EROSION CONTROL
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PLAN FOR RESIDENTIAL LOT
u
JOB NO: 78660
DATE: 7/25/06
CA I; A N\aIRONMENTA DRAWN: CPO
NCR
COMMISSION DESIGNED: -MJQ
y� REVIEWED: MJO
S° Na QUALITY I APPROVED: DCG
r SCALE: N/A
in

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1\\/\\/ I�Sa'YP.rt 'rl•�a't.YYi �'?'! 7'...�^a- S . . •` . -�- •Yi ty.. k: h # \\/\`/\
/ t., _
NOTES:
j\//j+/ I CONTRACTOR SHALL SHOW CONDUIT
LOCATION ON AS -BUILT DRAWINGS
2 CONTRACTOR SHALL PLACE A NOTCH
IN CURB TO MARK CONDUIT
LOCATION
CAP END SCHEDULE 40 PVC PIPE CAP END
OF PIPE OF PIPE
CONDUIT CROSSING
NOT TO SCALE
R7W �-
ti
24" ROLL CURB AND GUTTER
TYPICAL CUL-DE-SAC
LAYOUT DETAIL
NOT TO SCALE
8'
ROLL CURB AND GUTTER FINISHED GRADE
PAVEMENT
SECTION -
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� ���-Ii�-Ill-llf- _..�4 -p•. it
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v
6"o SUBGRADE
n . '
..P
DRAIN PIPE
12" MIN.
NOTES:
1. 6" PIPE SHALL BE ADS 6"o PERFORATED TUBING OR APPROVED EQUIVALENT.
2. GRANULAR BACKFILL SHALL BE NO. 57 GRANITE. IT SHALL
BE PLACED DIRECTLY AGAINST THE CURB.
SUBGRADE DRAIN DETAIL
NOT TO SCALE
5' TO DITCH
I CENTERLINE I W SHOULDER I VARIES
ROAD
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25' QR 30'
11' LANE 11' LANE 12' SHOULDER (50' R/W)
17 SMOULDER (60R/W)
{
2 ROLL CURB
r,
PAVT. ELEV. 2`SLOPE
4g SEE PROFILE 48 7
,
777
! / !
\ \
..................................
SUBGRADE DRAIN (TYP.) TYPICAL SECTION FOR 50R/W AND 60' R/W
NOT TO SCALE
25' OR 30'
12' SHOULDER (50' R/W)
17' SHOULDER (60' R/W)
2' ROLL CURB
2% SLOPE
6"GRADED AGGREGATE BASE
COURSE (GABC)
2" ASPHALTIC CONCRETE TYPE IC -�
8% SLOPE
2 MIN 13 MIN / !/ /! !/\\:..:.:..............
:: 24" COMPACTED SUBGRADE
`!/�`!�,`��`,�/��`,Jl,`%�\��`�' TYPICAL PAVEMENT SECTION
NOT TO SCALE
TYPICAL SECTION FOR NCDOT 60' R/Wr
NOTES:
NOT TO SCALE 1. ALL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95%
NOTE: MODIFIED PROCTOR DENSITY.
1. ALL NEW LANE MARKINGS SHALL BE THE RESPONSIBILITY 2. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF
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OF THE CONTRACTOR AND MEET NCDOT STANDARDS FOR 100% MODIFIED PROCTOR DENSITY. &U
LANE MARKINGS (VERIFY WITH LOCAL DOT BEFORE x m
STRIPING BEGINS) PLAN f A a S m <
j ui ao)
DISCHARGE
0 U N s
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GALVANIZED STEEL 11/4 X 3/16 1'MIN. < O
LL
BAR GRATING (SEE DETAIL)
3/ 3/8" X 4" STAINLESS 0 U Q
f IG" ANCHOR BOLL ELEV. D 4`MIN. $ CL W z
BOTTOM 2" X 2' X 1/4" FLAT STOCK f 1 \/ a r d j
SLABLd
Ir MIN. TYPICAL
- to ° ELEV. C
I l, !+/! ONE LAYER OF FI TER FABRIC
' = 2" X 3" X 1/4" SHALL BE PLACEI? PRIOR T4
4 ° GALVANIZED ANGLE PLACEMENT OF RIPRAP, MIRIFf
° : a MON OR EQUAL s
SECTION
OVERFLOW OUTFALL (RR 00
ORIENT BAR GRATING SUCH THAT BEARING BARS NOT TO SCALE
SPAN THE CONTROL STRUCTURE WIDTH "B"a
BAR GRATING DETAIL
4" (MAX SPACING
NOT TO SCALE
#4 BAR:
O.C. EACH WAY
WEIR I ELEV "C"
PRECAST BOX
VANIZED STEEL I I/4 X 3/iG
GRATING MOUNTED TO
SIDE WALL OF BOX W/
" X 4" STAINLESS 3"
.AB BOLTS
.AB
12" STONE BEDDING
C
SECTION A
BOX TOP ELEV. 'S"
WEIR I
WIDTH "0'
■l�iONE
No
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IQa11)♦/■�01!
man Lim!!
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MEN ass::
:.
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••a�a4r�a�r•r1a1a�r0alr�a�rAar�..♦
• ` a -1 '
#4 BARS ® 12"
O.C. EACH WAY
SECTION B
LAKE
OUTFALL
LENGTH
WIDTH
WEIR I EL.
WEIR I EL.ii
PERMANENT
TEMPORARY
CONTROLLED
#
"A"
"g"
"C°
1'D", a;
11
POOL
ELEVATION
POOL
ELEVATION
#8A
#8A
12.0'
5.00'
27.00'
29.00' $
25.00'
25.81'
#8B
#88
12.00'
5.00'
26.50'
29.00' 1
25.00'
25.99'
LAKE
CONTROLLED
STRUCTURE
#
LENGTH
"A11
WIDTH
HBO
WEIR I EL.
11n"
WEIR I WIDTH
11D"
WEIR I RISE
"Ell
WEIR 2 WIDTH
"Fit
WEIR 2 RISE
"Gil
WEIR 3 WIDTH
"Kit"L"
WEIR 3 RISE
BOX IE EL.
"H'1
PIPE IE EL.
[fill
BOX TOP EL.
HJ11
PERMANENT
POOL
ELEVATION
TEMPORARY
POOL
ELEVATION
#3
#3 (PHASE 1)
60t1
6011
25.00'
3.00"
9.60"
60.00"
50.40"
N/A
N/A
20.00`
20.67'
30.00`
25.00'
25.80'
#6
#1
60"
6011
25.00'
2.00"
7.13"
24.00"
11.00"
36.00"
5.76"
21.00'
21.47'
27.00'
25.00'
25.59'
#8A
#2A
4811
48"
25.00'
2.00"
12.00"
30.001,
44.00"
N/A
N/A
18.83'
22.08'
28.00'
25.00'
25.81'
#88
#26
4811
4811
25.00'
2.00"
13.00"
24.00"
36.00"
N/A
N/A
18.92'
22.09'
28.00'
25.00'
25.99'
f�
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JOB NO: J-186 0
DATE: - 7/25/06
DRAWN: CPO
DESIGNED: MJQ
NORTH CAROLINA ENVIRONMENTAL
REVIEWED: MJQ
1MANAG WNT COMMISSION APPROVED: DCG -_._ .__.
iN SCALE:_.�....__._._.__
DIVISION ° ?.�. t ..:, QUALITY
JEMMM
SHEET
1

SITE DEVELOPMENT
PLANS FOR
1w 'A� �� ---- �� ---Rmmh. m
DATE
SEPTEMBER 9, 2005
LATEST REVISION : FEBRUARY 15, 2006
J01318 0 11 0 0
vlcwff
SCBEDULE OF DRAWINGS
SHEET NO.
DESCRIPTION
I
COVER SHEET
2
INDEX AND GENERAL INFORMATION
3
EROSION AND POLLUTION CONTROL PLAN'
4
OVERALL UTILITY PLAN
5
STAKING, CLEARING, AND EROSION CONTROL PLAN
6
SITE DEVELOPMENT PLAN
7
SITE DEVELOPMENT PLAN
8
SITE DEVELOPMENT PLAN
9
SITE DEVELOPMENT PLAN
10,
SITE DEVELOPMENT PLAN
I I
TRAFFIC CONTROL PLAN
12
ROAD PROFILES
`f
13
ROAD PROFILES r
14
SEWER PROFILES
I.5
SEWER PROFILES
16
FORCE MAIN PROFILES
17
STORM DRAIN PROFILES
19
STORM DRAIN PROFILES
19
STORM DRAIN PROFILES
20
EROSION AND POLLUTION CONTROL DETAILS
21
GRADING AND DRAINAGE DETAILS
22
GRADING AND DRAINAGE DETAILS
23
GRADING AND DRAINAGE DETAILS
24
WATER AND SEWER DETAILS
25
WATER AND SEWER DETAILS
26
WATER AND SEWER DETAILS
27
PUMP STATION DETAILS
28
PUMP STATION DETAILS
29
30
31
32
pRoi 4 �0�i2v
SAJ
Cc 0 CA
LIJ
4 r & HUTi'ON
"' '
-iU T E ]IN oS'-, X 01****l No EEa, 0 -0,0
J
BEAC_rx,, SOUT-11-w- CA--wF1-?%ft'-0 11W--A
A. MOUNT PILE.ASAi� T S - North Carolina
A
Call Before You I3ig THOMAS & MUTTON ENGINEERING CO.
144 '6kU.Nrl AN r-N X) r,
"It's The .Law" MYRTLE BEACH, S.C. 29577
1--80a-632-4949
PHONE: [phone] FAX: [phone]
ki
www.thomas-hutton.com
One Call Center

m TOPOGRAPHY LEGEND GENERAL NOTES
DESCRIPTION EXISTING PROPOSED 1. ALL ELEVATIONS ARE REFERENCED TO NAVD 1988.
to 2. CONTRACTOR'SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS'PRIOR'TO'USING THEM'FOR
0 CONSTRUCTION.
0 RIGHT-OF-WAY LINEc\j ____w,___ .�., ... -
3. EXISTING UNDERGROUND UTILITIES SHOWN IN THESE PLANS ARE BASED ON AVAILABLE
INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION
PROPERTY LINE OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. IF UTILITIES OTHER THAN
cn T ` `„` '"" "� THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED
SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY
cat ROAD THE CONTRACTOR.
O
4. THE- CONTRACTOR- SHALL CONFIRM THE -CONNECTION POINTS OF NEW -UTILITIES TO EXISTING
O UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
OD
,7 EASEMENT .__ ___ ..... ____ ._... __ W..__ __ .__ _.._ ___ __ ...._ w__ _.._ ___ W.._
N 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR
TO BEGINNING ANY REMOVAL OPERATION.
N
N
-c TREE LINE 6. WHEN FIELD INSPECTIONS ARE REQUIRED. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER AND
THE PROJECT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS.
o
7, CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE APPROPRIATE
TOP OF LAKE __.w__...____.•._._..__.. ,_ . _ _...- RIGHT -OF -WAX. EASEMENT, OR WETLAND PRIOR TO FINAL APPROVAL.
c 8. NEW PAVEMENT SHALL BE FLUSH WITH EDGE OF EXISTING PAVEMENT.
CONTOUR `' ' _ . = .r.ri..r.��".�.... e,
9. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS
OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS.
3 /��OR
SPOT EL£vAT#ON �Q1OOR FG 7.0 WATER AND SEWER MOTES:
1_ CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES WITH BRUNSWICK COUNTY PUBLIC
WORKS. �, 4
TREE PROTECTION `
l 0 2, CONTRACTOR SHALL.MAINTAIN MINIMUM COVER OVER THE.WATER MAIN PIPE.BARREL.OF V-On UNLESS \
OTHERWISE INDICATED. `\
CLEARING LIMITS — CL CL C! --- 3, SHOULD PIPE. FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE
DRAWINGS BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN. THEN THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE
EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO
GRAND TREE TO BE REMOVED :! IN W , .t?,I; ADDITIONAL COST TO THE OWNER.
4, THE CONTRACTOR SHALL NOTIFY BRUNSWICK COUNTY PUBLIC WORKS AND THE ENGINEER 4$
HOURS IN ADVANCE OF ALL REQUIRED TESTS AND INSPECTIONS. \
GRAND TREE % 4 iN I._.:a:
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
BEGINNING ANY REMOVAL OPERATION.
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ASPHALT PAVEMENT 6, ALL WATER MAINS SHALL BE POLYVINYL CHLORIDE (PVC C900) UNLESS OTHERWISE INDICATED. . 1
7. ALL GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE (PVC DR35) UNLESS OTHERWISE INDICATED.
8. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE. �''� s Y s 't' ri "" ,
--.. - f'
Do"PAS A E LEGEND,.x; ,_ _ ��— ,� —
i--•.,,, .ti \." .,..,... �-.-_--•, i t,_,.,� .__L..;, 1 (; ,% �� ; r �t %~ ',\ �".�� \v \ � jam• i�� f
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DESCRIPTION EXISTING PROPOSEDj E�`-`E Q
STRUCTION SEQUENCE
r
CURB INLET TYPE A t
#. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION EXITS AS SHOWN ON PLANS.
2. INSTALL TEMPORARY SILT FENCE. ! h r :` t
i tt
' 3. CONTACT BRUNSWICK COUNTY TO SCHEDULE INSPECTION OF EROSION CONTROL ,
CURB INLET TYPE B N MEASURES /` , \• ! t"y`-
4. CLEAR APPROVED AREAS.
5: APPLY WATER AS NECESSARY TO PREVENT WIND EROSION THROUGHOUT CONSTRUCTION.
CURB INLET TYPE C i, ._ , •4__ 6• EXCAVATE LAKES. �\ i -..,-?-- -_ �` c: "_ _i'.i.__r:..
7. FINE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION. I 1 j' `, \_\,,f: ' `"= { i r t
8. INSTALL WASTEWATER COLLECTION SYSTEM.;
i t
,..�..., 9. ROUGH GRADE ROADS AND LOTS. .. •
GRATE INLET TYPE _ 10, INSTALL STORM DRAIN PIPES AND INLETS. PROTECT NEW INLETS AS SHOWN ON PLANS.
It. FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE INSTALLED,
12. INSTALL WATER DISTRIBUTION SYSTEM.
15. FINE GRADE ROADS.
CONCRETE CURB a GUTTER __._.._. _.. _._.._. ! . •.. t � , ' ` ^ �� � ~ :r " ,�'t�. f __ .w ,..._ .__....__.... t I
t i
I4. INSTALL CURB AND GUTTER, BASE COURSE, .AND ASPHALT. ; � �-�,..�j, , �,.,, -..,. � f= � -'�' r � 1' i •} i , '
15. FINE GRADE ROAD SHOULDERS.1 F _ k \NN\,\ I6.. GRASS ALL.AREAS.THAT HAVE.BEEN DISTURBED, DURING-CONSTRUCTION.—_—
"s LF 30•
STORM DRAINAGE PIPE
f
RC x. �..4 _ ,' T I SHEET 1
Via,
STORM MANHOLE OR JUNCTION BOX
GRASSED SWALE ._... _....; - _ _._........ E,...... E...w #...«.. SHEET LOCATION ION MAP
OT'HE UTILITIES LEGEND SCALE: I"=300'
DESCRIPTION EXISTING
DITCH
NATURAL GAS
TELEPHONE
i V CONTROL LEGEND UNDERGROUND TELEPHONE _ .._.....__ ._:_,_;!__._..__.-___.___ ,V .__..M.v
ErRUO'SIO
1 It Ot V hLUF h_N
ELECTRICITY _,_._,__ _. ,.,._ _.,.. _ ._... __ _. N
DESCRIPTION PROPOSED .L'
UNDERGROUND ELECTRICITY _. _..._u .m.._ PILANS O
UNDERGROUND CATV _._ _...._ .__ (, _. ,_.^_n,_,.__ cr, .:._,_
HAY BALES Scay. annia- Lakus
Is Ar
SILT FENCE X X X X At a/ n, ��
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TEMPORARY CONSTRUCTION EXIT % I=
PRIEI'1i:RIED FOR:
low. ' Am r s E-4 Z
, w w TER. A SEWER LEGEND ABBREIIIATIC�NS9C s T E X H, - D l
DESCRIPTION EXISTING PROPOSED HDPE HIGH DENSITY POLYETHYLENE IE INVERT ELEVATION RCP REINFORCED CONCRETE PIPE TC TOP OF CURB
BOT BOTTOM LF LINEAR FEET RJP RESTRAINED JOINT PIPE TG TOP OF GUTTER
SANITARY SEWER PIPE 400 LF ISg %.?
._._____.. _.__,_.�__._.,_._� _._..__.._..__..,..__ DIP DUCTILE IRON PIPE MAX MAXIMUM R/W RIGHT-OF-WAY TP TOP OF PAVEMENT
SE M • 0.501t
_ _ _ _ . m_ ...._ _.. EL ELEVATION MIN MINIMUM SD STORM DRAINAGE TW TOP OF WALK
SANITARY SEWER EASEMENT _.w .____ ____ _____.u,._ _.__ __..__ _.,_ _.__ .__ _..... ..
FG FINISHED GRADE OC ON CENTER SDMH STORM DRAINAGE MANHOLE TYP TYPICAL
FORCE MAIN ._: _.._ __- -- __. r.` c:r .,.....�_ -_._ __...._--M`.""'6° FM- ""E"'
FM FORCE MAIN (SANITARY SEWER) PC POINT OF CURVE SF SQUARE FEET W WATER GENERAL
INFORMATION
WATER PIPE -.-.-- -.__ _.__._.-.�, 2 r_..�_-.-_._ _.__ �..�+w,. FR FRAME PT POINT OF TANGENT SGD SUBGRADE DRAIN W/ WITH
GE GRATE .INLET PVC POLYVINYL CHLORIDE SS SANITARY" SEWER WV WATER VALVE
WATER EASEMENT - -- - '- ^ -'' - -- COUNTY BRUNSWICK OWNER/DEVELOPER: CENTEX HOMES (M.B. DIVISION) SURVEYOR: THOMAS & HUTTON ENGINEERING CO. JOB No: J-#BOII.QO
TMS # 22500098. 2250005007 & 2250008801 2050 CORPORATE CENTER DRIVE POST OFFICE BOX 8000 (29578) _-......
SANITARY SEWER MANHOLE ._.._,.....__.,...__....._„_..,_......_....._...-__.____.•v,.
ZONING MEADOWLANDS PUD SUITE 200 MYRTLE BEACH, S.C. 29577 DATE: sl91o5_ _
DRAWN NJE
MYRTLE BEACH, S.C. 29577 [phone] DEs1di eb DcG ___•_.,_
WATER VALVE
[phone]
Iz�vI�wED ",in+zi� •
APPROVED: DCG
ENGINEER: THOMAS & HUTTON ENGINEERING CO. UTILITY: BRUNSWICK COUNTY PUBLIC WORKS. scAl.ir 3 =300
FIRE HYDRANT - — POST OFFICE BOX 8000 (29578) POST OFFICE DRAWER 249
MYRTLE BEACH, S.C. 29577 75 COURT HOUSE DRIVE
[phone] BOLIVIA, NC 28422 sm
[phone]
SHEET Ism
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STORMWATER POLLUTION PREVENTION PLAN
I. SITE DESCRIPTION
2.
CONTROL MEASURES (CONTINUED)
6. CERTIFICATION STATEMENT
I
A. DESCRIPTION OF CONSTRUCTION ACTIVITY
B. STORMWATER MANAGEMENT
THIS STATEMENT IS FOR INFORMATIONAL PURPOSES ONLY. ACTUAL CERTIFICATION STATEMENT
TO BE EXECUTED BY THE CONTRACTOR IS CONTAINED IN BIDDING DOCUMENTS.
CONSISTS OF CLEARING, GRADING, DRAINAGE IMPROVEMENTS AND GRASSING, INSTALLATION
RUNOFF FROM THIS PROJECT WILL DISCHARGE INTO A STORMWATER MANAGEMENT SYSTEM.
OF WATER AND SEWER SYSTEMS AND ROADS, ASSOCIATED WITH DEVELOPMENT.
TREATMENT WILL OCCUR IN STORMWATER DETENTION PONDS .DISCHARGING INTO EX. DITCH SYSTEMS.
THE GENERAL CONTRACTOR AND ALL CONTRACTORS NOTED IN THE "LIST OF CONTRACTORS" AGREE TO
THE CONDITIONS OF THE FOLLOWING CERTIFICATION. THE GENERAL CONTRACTOR HAS SIGNED THE
B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES ( THIS IS A GENERAL SEQUENCE.
FOLLOWING CERTIFICATION INDICATING HIS ACCEPTANCE OF THE TERMS AND CONDITIONS.
SOME ACTIVITIES WILL BE UNDERWAY CONCURRENTLY. }
C. OTHER BMPs AND ACTIVITIES TO CONTROL POLLUTED RUNOFF
"I CERTIFY BY MY SIGNATURE BELOW THAT I ACCEPT THE TERMS AND CONDITIONS OF THE STORM
I. CLEARING
1. WASTE DISPOSAL
WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE GENERAL NATIONAL POLLUTANT
2. OUTFACE LAKES
3. ROUGH GRADING
A. POTENTIAL SOURCES OF POLLUTION SUCH AS CONSTRUCTION MATERIALS,
DISCHARGE ELIMINATION SYSTEM (SCR 100,000) ISSUED TO THE OWNER/OPERATOR OF THE
4. SEWER SYSTEM
DEBRIS, TRASH, FUEL, PAINT, AND STOCKPILES SHOULD BE KEPT OUT 4F
CONSTRUCTION ACTIVITY FOR WHICH 1 HAVE BEEN CONTRACTED TO PERFORM CONSTRUCTION RELATED
5. DRAINAGE SYSTEM
THE RAIN AND SHOULD BE COVERED WITH PLASTIC TARPS, OR SEALED
PROFESSIONAL SERVICES. FURTHER, BY MY SIGNATURE BELOW, I UNDERSTAND THAT I AM BECOMING A
6, WATER SYSTEM
TIGHTLY IN A LEAK PROOF CONTAINER. THE CONSTRUCTION SITE SHOULD
CO-PERMITTEE WITH THE OWNER/OPERATOR AND OTHER CONTRACTORS THAT HAVE BECOME
7. ROADS
BE KEPT FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING
CO-P£RM1TT££S TO THE GENERAL NPDES PERMIT ISSUED T4 THE OWNER/OPERATOR OF THE FACILITY
S. FINAL GRASSING
CONTAINERS. ALL WASTE SHOULD BE KEPT IN ONE AREA TO MINIMIZE
FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM PROFESSIONAL CONSTRUCTION SERVICES. AS A
CLEANUP.
CO-PERMITTEE, I UNDERSTAND THAT 1, AND MY COMPANY, AS THE CASE MAY BE, ARE LEGALLY
C. RUNOFF' DATA
ACCOUNTABLE
ACCOUNTABLE TO THE STATE AND/ OR LOCAL. REGULATORY AGENCIES UNDER THE AUTHORITIES OF
B. CONCRETE TRUCKS SHOULD HAVE DESIGNATED AREA FOR WASHOUT.
OF THE SWPPP. I ALSO UNDERSTAND THAT ENFORCEMENT ACTIONS MAY BE TAKEN
I. SOIL CLASSIFICATIONS: A, B. C, & D
THIS AREA SHOULD BE PROTECTED,, LINED AND LOCATED AWAY FROM
AGAINST ANY SPECIFIC CO-PERMITTEE OR COMBINATION OF CO-PERMITTEES IF THE TERMS AND
2. QUALITY OF DISCHARGE FROM SITE:
STREAMS, STORM DRAIN INLETS, OR DITCHES AND SHOULD BE CLEANED
CONDITIONS OF THE SWPPP ARE NOT MET. THEREFORE, HAVING UNDERSTOOD THE ABOVE INFORMATION,
NORMAL FOR RESIDENTIAL DEVELOPMENT
OUT PERIODICALLY.
I AM SIGNING THIS CERTIFICATION AND AM RECEIVING CO-PERMITTEE STATUS TO THE AFOREMENTIONED
GENERAL NPDES PERMIT."
D. RECEIVING WATERS
C. VEHICLES AND EQUIPMENT SHALL BE PARKED, REFUELED, AND
MAINTAINED IN ONE AREA OF THE SITE TO MINIMIZE THE AREA EXPOSED
COMPANY NAME
1. CLOSEST RECEIVING WATERS: SHINGLETREE CANAL
TO POSSIBLE SPILLS AND FUEL STORAGE. THIS AREA SHOULD BE WELL
AWAY FROM STREAMS, STORM DRAIN INLETS, OR DITCHES. SPILL KITS
2. ULTIMATE RECEIVING WATER: CAW CAW SWAMP, WACCAMAW RIVER
SHOULD BE EASILY ACCESSIBLE, AND ANY SPILLS OR LEAKS SHOULD BE
_
CLEANED UP IMMEDIATELY, INCLUDING .SPILLS ON.PAVEMENT OR EARTHEN
SIGNATURE DATE
SURFACES.
D. PAVED SURFACES SHOULD NEVER BE HOSED DOWN TO REMOVE DUST,
7. LONG TERM MAINTENANCE OF DRAINAGE" AND STORMWATER MANAGEMENT SYSTEM
DEBRIS, OR TRASH. MATERIALS SHOULD BE SWEPT, PICKED UP AND
THE ROADS AND DRAINAGE SYSTEM WILL BE DEEDED TO THE MEADOWLANDS PROPERTY OWNERS ASSOCIATION
2. CONTROL MEASURE.`
DISPOSED OF PROPERLY. NEVER BURY TRASH OR DEBRIS.
FOR OWNERSHIP AND MAINTENANCE AFTER CONSTRUCTION IS COMPLETE.
A. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS)
E. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF
DUST SHALL BE MINIMIZED.
8. GENERAL NOTES
PRIOR TO START OF CONSTRUCTION, SILT FENCE WILL BE INSTALLED AT EDGE OF FRESH AND
SALTWATER WETLANDS THAT ARE ADJACENT TO DISTURBED AREAS OF SITE AT LOCATIONS
F. HAZARDOUS MATERIALS SHALL BE DISPOSED OF PROPERLY.
1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
SHOWN ON APPROVED PLANS.
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE
I. CLEARING
THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE
SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS.
A. AS CLEARING IS COMPLETED, ADDITIONAL SILT FENCE WILL BE INSTALLED.
D. REGULATIONS - APPROVED STATE OR LOCAL PLANS
WHERE NECESSARY, SUCH AS POINTS WHERE FLOWS BECOME CHANNELIZED,
AND OTHER POINTS WHERE EXCESSIVE RUNOFF VELOCITIES MAY OCCUR.
THE STORMWATER MANAGEMENT MASTER PLAN FOR THIS PROJECT HAS BEEN APPROVED
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE
BY THE STATE REGULATORY AGENCY.
DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF ROUGH GRADING
3.
MAINTENANCE
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
A. SILT FENCE
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
2. ROUGH GRADING
SILT FENCES WILL BE MONITORED DURING CONSTRUCTION. ANY SILT FENCE WHICH
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
IS NOT FUNCTIONING PROPERLY SHALL BE PROMPTLY REPAIRED.
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING ROUGH GRADING,
STABILIZED. ADDITIONAL CONTROL. DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
B. SEDIMENTATION BASINS
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL. DEVICES SHALL BE
(DRAINAGE INSTALLATION) WILL MANDATE STABILIZATION PROCEDURES.
REMOVED ONCE CONSTRUCTION IS COMPLETE. AND THE SITE 1S STABILIZED.
ACCEPTABLE METHODS OF STABILIZATION INCLUDE 'MULCHING AND
SEDIMENTATION BASINS WHICH ARE FULL OR APPROACHING CAPACITY SHALL BE RE -
TEMPORARY SEEDING,
EXCAVATED TO ORIGINAL DIMENSIONS AND THE SILT PROPERLY DISPOSED OF.
5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED
B. ALL AREAS NOT SUBJECT TO FURTHER CONSTRUCTION (DRAINAGE, SANITARY
ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
SEWER, ROADS, OR WATER DISTRIBUTION SYSTEMS) SHALL BE GRASSED WITH
C. VEGETATION COVER
PAVEMENT AS MAY BE REQUIRED.
A PERMANENT COVER.
ANY VEGETATION COVER SERVING TO STABILIZE DISTURBED SOILS WHICH IS ITSELF
3. DRAINAGE
DISTURBED SHALL IMMEDIATELY BE REPLACED.
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING DRAINAGE
4.
INSPECTIONS
INSTALLATION.
QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE
B. CONSTRUCTION DRAINAGE 'WILL BE ROUTED THROUGH LAKES, WHICH WILL ACT
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT .ARE EXPOSED TO PRECIPITATION
AS SEDIMENT BASINS.
THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
C. STORM DRAW INLET PROTECTION AS SHOWN ON DETAIL SHEET SHALL BE INSTALLED
HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN
ON ALL CURB INLETS, STORM DRAIN MANHOLES, JUNCTION BOXES, AND GRATE INLETS.
FINALLY STABILIZED SUCH INSPECTIONS SHALL. BE CONDUCTED AT LEAST ONCE EVERY MONTH.
D. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITIES
DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO
(SANITARY SEWER SYSTEM INSTALLATION) WILL. MANDATE STABILIZATION
PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING
PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE
THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN
MULCHING AND TEMPORARY SEEDING.
SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE
LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION
CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS.
LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF
4. SANITARY SEWER SYSTEM INSTALLATION
OFFSITE SEDIMENT TRACKING.
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING CONSTRUCTION OF
BASED ON THE RESULTS OF THE INSPECTION, THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN
SANITARY SEWER SYSTEM.
ACCORDANCE WITH THE STATE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
CONSTRUCTION ACTIVITIES THAT ARE CLASSIFIED AS "ASSOCIATED WITH INDUSTRIAL ACTIVITY"
(WATER DISTRIBUTION SYSTEM) WILL MANDATE STABILIZATION PROCEDURES.
BY EPA REGULATION, HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION
ACCEPTABLE METHODS OF STABILIZATION INCLUDE: MULCHING AND
PREVENTION MEASURES IDENTIFIED IN THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF
TEMPORARY SEEDING.
THE NPDES PERMIT SHALL BE REVISED AS APPROPRIATE, BUT IN NO "CASE LATER THAN 7
CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR
TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 CALENDAR DAYS FOLLOWING
5. WATER DISTRIBUTION SYSTEM INSTALLATION
THE INSPECTION.
A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING INSTALLATION OF THE
PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS
WATER DISTRIBUTION SYSTEM.
RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND
ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH IV.D.4.B OF THE NPDES PERMIT SHALL BE
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY WILL
MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST
MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
THREE YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
INCIDENTS OF NONCOMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-
COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE
REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORM
.WATER POLLUTION PREVENTION PLAN AND THE NPDES PERMIT REFERENCED ABOVE. THE REPORT
S. CONSTRUCTION OF ROADS
SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE NPDES PERMIT.
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING ROAD CONSTRUCTION.
5.
NON -STORM WATER DISCHARGES
B. DELAYS OF GREATER' THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
THE FOLLOWING NON-STORMWATER DISCHARGES MAY BE COMBINED WITH STORM WATER
DISCHARGES FROM THIS PROJECT:
1. DISCHARGES FROM FIREFIGHTING ACTIVITIES
7. GRASSING
2. FIRE HYDRANT FLUSHINGS
3. WATER USED TO WASH VEHICLES OR CONTROL DUST
A. ALL EXISTING CONTROLS WILL BE MAINTAINED UNTIL GRASSING IS
4. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHINGS
ESTABLISHED.
5. IRRIGATION DRAINAGE
6. ROUTINE EXTERNAL BUILDING WASHDOWN
7. PAVEMENT WASH WATERS, WHERE SPILLS OR LEAKS OF TOXIC MATERIALS HAVE NOT
OCCURRED (UNLESS ALL SPILLED MATERIALS HAVE BEEN REMOVED AND WHERE
DETERGENTS ARE NOT USED)
8. AIR CONDITIONING CONDENSATE
9. SPRINGS
10. UNCONTAMINATED GROUND WATER
II. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS
MATERIALS SUCH AS SOLVENTS
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G H
RADIUS
' CHORD
CHORD -SEARING
DELTA
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102.33'
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S22'14'13'1`
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750.00-
247.74-
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117.07'
750.60`
116.95`
S01°35'15"W
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LENGTH
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84.07
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231.35
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147.54
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264.77
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11.00
S55°01'00"1K
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228.01
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214.33
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238.42
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t NGLE WATER :14 S _ _ _ } N t t # UM' QQUG PAD - 33.13 t ', i `\ ' /Fpi' i / -rl f // _ r
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DOU is SEWER t t i. t ' '' t - \k \ ;4;; ; l; - t' /r
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r` Q j_ .' +SERVICE fTYP.? N t I N t y t c ') i '; \ �, '' 4 '4,/ I, _ ~'411
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I MINIMUM ROUGH PAD 52.9 , t W k I t N \ i t , '.t , �, _., � > - ` ~ ` \ " r ' _,J _
f' I I r I t t I t -n N t } ,m t t - ,1` t /` ', f' ,> \ 7 1 . i
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MINIMUM ROUGH PAD = 32 3 t -� t t t + i= s �� ;,` i ,' r` '. -- _._ _. \ \.)k,:UM ROUGH PAD - 32.0 I I MINIMUM ROUGH PAD = 32.3 I t t .,� t t G N k I I N t i I ' Ay .3 `i '' t� , 1 : `' �'` y x %/ , "'' M '� ,
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r FRAME : 27.50 / 1 j i f R/�T, E tNLE
j � # J , bRAME
} `�22.83 # # # ] 2i3#)0i
INVERT : 2I,5 + j z : #
N u>o t`22j1F12+�#+i.., j�,'/n # , # ci of # } d / # LA
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I SINGLE WATER -----%.--•......
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�S , . TE1NP. ✓BLOWOFF \ i ' FRAME : 27.86 t SERVICE {TYP.) ` i f � '- f fri f , f i' t f f ' �' Q to
& PIPE TO BE REMOVED t; t/ f ASSEMBLY SERVICE (TYP.} / \ r i �' N r tti / J r ( i f j \ z
INVERT : 22.57 - 1 MINIIIJAUM ROt1 AD = 3I.2
CL CL CL CL CL - CL- - -r -_ i I�r�� -CL � ' .0 - _ - \ t- - - - - _ _ _ \- - - _ - _ - = } _ ~ f N r �\ b- P - 7
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t s ,{, `SERViCE� _ s2� FR ME 27.85 V e 1 0� �.. u„u:,xsA.,:'
f f , .a..•�.i y 25. r � .{ ti r.,''s:.Y..Yln�,. ..A�a"W. rL .� 'j ,,fig
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, , i � 4 Y'F.M. INV. �•25,66 - - - _ fr '_, .�
INVERT {OUT} t6A 1 - - i _ .' ; 5 ~'. ,----- a.
1 " : IN1t�$J - _20.t1 D.J4+�L_�`�gy`�7q`r7'- ! .. Y ' t: Z_ �s
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SINGLE SEWER p SINGLE WATE _ / `6 c f
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BORE & J C FRAME : 29.87 { # a 0 rH U , . , hS;,, :, ` .3 ,. , s t,_ . „ Z
t N t # a fii SE V iCE TY ~ ft! ~ $ -S . INV. 24. - "` '~ �- - •�., , s .. ' s „ .� , t1 ,$ 3 s
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t!' "1 i 1 1 AiNC1 E 2N % r (4 t }- �t # -'� :i iC-"„'GV.�.[,_ J ., ?::,i'i a.:.:ku"e''C.t �'sa;Y ..�y R +"�.y1. r{,"?;:' ,^F`r'... s;-1 f,D
SHi[�GLE TREE CANAL ! �,� j c�\ # f9 i to N i < r RVICE {TYP.} "'~-^- _ \ 1 ,: K, .�k_ ,r>�. ,, . Z .�
1 ` , s 1 ! FRAME : �29 3� jj W J te. INVERT {OUT} : 24.0 tf. } tr L # �U.` * m f ® z X
co 1 tf�W # j ` '1l�VERT {i#tt) : �3.2 Fib .0 (; FG 30.0 # l / 7 # # r/ ` < r ! �� f � N MWiNCILE i�14, f j i---..~`' `` _ ... 0 > fl ar Q
j t S `} !f 1i t :.1! f I # t i t j > i2AME 29,57 m f t?D N ~ Q `rs cis
,INVERT {IN) 15.+ \ , s: ' ' + # { '1Q Jr N 1 ~ -
1 ! ih1VGRT {poi f5.0 f €.,::. .~ „I + ( \ # I f y a INV£i2S {EN) : 25.Q f ( 1 BOUBLE SEWER ~ ~i -- - ~-----_ 1 j .� Z s
1 t # # t'. INVERT OUT} j SERVICE {TYP.} J r ( FRAME: 29.64
t }' t # } ! i \ f . , } ! a !" 10 6 # ,n # 1 5 \ 1 t 10 4 t 4 i r \ f_ f „A f t f - -- _ It+ay1=RT - 27 _ !:_ c`ra
:' # 107 Q, # M# / UM ROUGH PAD a 3ti.3 vs #! MINIMUM ROUGH PAD �29.9 i i , 1 � r SINGLE WATER -~ � t � � � o
MINIMUM ROUGH PAD = 29.8 # N # MINIMU ROUGH PAD = 3¢:1 J( f ++3 ~
# .- # v ' 1 t / ` ) q i t 103 t f '' f' j f 4 SERVICE {TXP.) M J f z i , NGLE WATER to �r v Q
J {
t l t .- OUBLE SEWER - - - - - _ _ _ _ Q o
f SERVICE {TYP.)
u) fo I a� } / ) , # i w + M#NIMUhh�ROUGH PAD 29. f t� f uJ
- - - - - - - - ? t 4 } F ; \ x -' I m a► { #cif / 'ai # d to k I a; ( e�� c� z / , ! f f f 'z J ' c� RVICE {TYP.} ua 2 °- m d
1 , cv N , N ! , fa t N % 1 a scr ` ! f m' f 102 \ f , Q.-' , r 0 � >
r \ I 1 ; ✓ 1716340 FG'3�.0 + # 0 1 , # to , t /t9 # + f�j c7 + iii � � y? N 1 / + �» ^��� Ki �# ( N {� i FRAME : 29.81 • i
} / c� , N ~` �, j �- ✓ ti t� \ 10 INVERT (IN) 26.1 1- F-
/ 1 f r i # ? ,; � � � } 4. [`' # j # u`✓ ` / ta. # is. f r ta, �� � f � � yr as �� •.`fa t 4. ( MIN#MUM I20i1GH PADS 3{�, f t 1 � 1 � f ' 1 / f I +r- v t� # f N � �
}j 29 # t f f f o t MINIMUM ROUGH i/AD = 3I. f 't'� t+t U.
\ \ # t t l+- N ! - t i 1' ro f \ \ # p INVERT (OUT) : 26.0 >
# ' #
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t a yet 4;fix i /` y # Ji # # �'% / j\� r f f f m t� f MINIMUM ROUGH PAl18.
( f # r
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MINIMUM ROUGH PAS
1 j I # ! 1 f ( MINIMUM TROUGH PAD 32,0 # I
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t t {? # t f ! I I l: �f. i t i t' f 1 1t n . # # ,
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IrR Tti , i 3 5 r \ \ yto 1 t FRAM 26.80 }�t F i• is ' ! ^_�\ -_ ./� l_ t� 1 f i / \ l\ j 1 ' i t� \ f j +/i + (t'' \ -^ k 1 + # f /
INVERT 2Q,o _ r f \ ! l
7-
,(SEE DETAIL)
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North Carolina \ \ \
f tom, \ % \ , JOB NO: J-16011.00
BATE: 9/9l05
% DRAWN: NJE
} IJjl! ? ` \ / v J GRAPHIC
^� } �r DESIGNED: DCG
One Call Center �j /f //" i/ \ J f \ \ j / ^ \ 1 - \ �^ / i G\ ` i { ; LrSL P C1L� SALE REVIEWED: WAW
Y APPROVED: WAW
Call Before YOU Dig ' /f / f r ! , J ; / \ i / % / \ 1 \ \ 30 a t5 3o so 120 >~ = t
"It's
r, ///r/ � • ' \ J J` \' 1 \ f _„--."' / � ,i \� I �.. \ '< 1 t
/ \ \ r /• r i
Its YheLaW SCALE: 1 30
1-800-632-4949 f , / \ / 1 \ / r +
f l r' � / �` t! ! %` \ \ ,� '"" � i / / � �' �--....._, ,,. � ? \` l�; \ '� � (IN FEET )
. J - ( �'° \ � \� / 3`. . \ f inch - 30 ft.
�f/ SHEET

CQ
N
("
FLOW
I
WOOD POST WITH
WOOD POST WITH
0
FLOW
I STAPLE PLACEMENT
NAIL PLACEMENT
c7
0
0
!8
L�
O
END OF FABRIC FENCE
j
N
�
(}
BEG)Nt1iNG OF FABRIC FENCE
cri
OST �
6' O.C. MAX.
(
( 1
TOP VIEW
u FRONT
VIEWS
U
OVERLAP AT FABRIC ENDS
a
N
v
Q
a)
/ NOTE:
USE 36" D.O.T. APPROVED FABRIC
USE: WOOD OR STEEL POST.
2.5' MIN.
o 28" 2
v 4' MIN. FLOW
% 1.5' MIN.
I
2„
.5 MIN
28,
�
�FA8R1
6„
- _ - - -
_ - t'RENCH
- -
5'
MIN.
SIDE VIEW FRONT VIEW 6' MAX. O.C.CID
z TYPE A SILT FENCE (36"}
USE:
1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS,
2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1.
FASTENERS FOR WOOD POST (WIRE STAPLES)
POST SIZE GAUGE I CROWN I LEGS STAPLES/PC
MIN. LENGTH
TYPE OF POST
I SIZE OF POST
4'
SOFT WOOD
1 3" DIA. OR 2X4
4'
OAK
I 1.5"XI.5"
4'
STEEL
1 1.3 LB. FT. MIN.
17 MIN. 1 3 4" WIDE I 1 2" LONG 1 5 MIN.
FASTENERS FOR WOOD POST (NAILS)
GAUGE LENGTH BUTTON HEADS NAIL/POS1
14 MIN. I" 3/4"I 4 MIN.
FENCE NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE. CORD. AND POCKETS,
TENSILE STRENGTH
ELONGATION
AOS (APPARENT
FLOW RATE
ULTRAVIOLET STABILITY (2)
BURSTING STRENGTH
MIN. FABRIC WIDTH
(LBS. MIN.) (1)
(%MAX.)
OPENING SIZE)
(GAL/MIN./SQ. FT.)
(ASTM 0-4632 AFTER
(PSI MIN.)
(INCHES)
(ASTM D-4632)
(ASTM D-4632)
(MAX. SIEVE SIZE)
(GDT-87)
300 HOURS WEATHERING
(ASTM D-3786 DIAPHRAGM
(ASTM 0-4751)
IN ACCORDANCE WITH
BURSTING STRENGTH
ASTM 0-4355)
TESTER)
WARP-120
40
#30
25
80
175
36
FILL-100
(1) MIN. ROLL AVERAGE OF FIVE SPECIMENS.
(2) PERCENT OF REOUIRED INITIAL MIN. TENSILE STRENGTH.
NOTE:
SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE BARRIER.
FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT THAT THE
EFFECTIVENESS OF THE FABRIC IS REDUCED (APPROXIMATELY SIX MONTHS), TEMPORARY SEDIMENT BARRIERS
SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL SEDIMENT
ACCUMULATED AT THE BARRIER SHALL BE REMOVED AND PROPERLY DISPOSED OF BEFORE THE BARRIER IS
REMOVED.
SILT FENCE - TYPE A
NOT TO SCALE
C}ISF
PLAN
! SECTION A -A \ FILTER BLANKET
7. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR 1F STONES
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
f
PIPE OUTLET TO WELL --DEFINED CHANNEL
R GREATER
NDERLINER
A
DROP INLET
WITH GRATE
STEEL FRAME BURIED
!^T A t/r-
_ET
CURB INLET PROTECTION NOTES:
i ATTACH A CONTINUOUS PIECE OF WIRE MESH (30" MINIMUM WIDTH BY THROAT LENGTH,
PLUS 4") TO THE 2" x 4" WEIR (MEASURING THROAT LENGTH PLUS 2") AS SHOWN ON
THE STANDARD DRAWING.
2 PLACE A CONTINUOUS PIECE OF APPROVED FILTER CLOTH (40-80 SEIVE) OF THE SAME
DIMENSIONS AS THE WIRE MESH OVER THE WIRE MESH AND SECURELY ATTACH IT TO
THE 2" x 4" WEIR.
3 SECURELY NAIL THE 2" x 4" WEIR TO A 9" LONG VERTICAL SPACER TO BE LOCATED
BETWEEN THE WEIR AND THE INLET FACE (MAX 6' APART).
4 PLACE THE ASSEMBLY AGAINST THE INLET THROAT AND NAIL (MINIMUM 2' LENGHTS OF
2" x 4" TO THE TOP OF THE WEIR AT SPACER LOCATIONS). THESE 2" x 4" ANCHORS
ANCHORS SHALL EXTEND ACROSS THE INLET TOP AND BE HELD IN PLACE BY
SANDBAGS OR ALTERNATE WEIGHT.
5 THE ASSEMBLY SHALL BE PLACED SO THAT THE END SPACERS ARE A MINIMUM I'
BEYOND BOTH ENDS OF THE THROAT OPENING.
6 FORM THE 1/2" X 1/2" WIRE MESH AND THE FILTER CLOTH TO THE CONCRETE GUTTER
AND AGAINST THE FACE OF THE CURB ON BOTH SIDES OF THE INLET. PLACE CLEAN
2" STONE OVER THE WIRE MESH AND FILTER CLOTH IN SUCH A MANNER TO PREVENT
WATER FROM ENTERING THE INLET UNDER OR AROUND THE FILTER CLOTH.
7 THIS TYPE OF PROTECTION MUST BE INSPECTED FREQUENTLY AND THE FILTER CLOTH
AND STONE REPLACED WHEN CLOGGED WITH SEDIMENT.
8 ASSURE THAT STORM FLOW DOES NOT BYPASS THE INLET BY INSTALLING A TEMPORARY
1 EARTH OR ASPHALT DIKE TO DIRECT THE FLOW TO THE INLET.
6'
opt,4��G
SA-Il. SG 2" x 4" ANCHORS SANDBAG OR
ALTERNATE
WEIGHT
2' MINIMUM LENGTH
OF 2" x 4" ANCHOR
A A __d) MIN 6" THICK020' MIN, y / \ �� .; :,,•
Wp W/ GEOTEXTILE UNDERLINER G? \ J '
a, 2„ z 4" WEIR•'_,:%",::,,-
� ,
a o 0 0 0 0 0 °oo a+a a
_GATHER EXCESS �• . if apCJ�CJ•a 2" STONE ~`
F� o o o AT CORNERS ,
Fy �r '� •q
u � DIVERSION RIDGE FILTER - 2 x 4 SPACER
CLOTH FILTER a.
X NOTE: CLOTH a TO STORM
WIRE MESH
W
€. THE STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET &WIRE - - �• .` • DRAIN
50' MIN. APART, AND SECURELY DRIVEN INTO THE GROUND, APPROXIMATELY'18 INCHES DEEP. THE FABRIC SHALL MESH
BE ENTRENCHED €2 INCHES AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL. FABRIC AND 2" x 4" WEIR
PLAN WIRE SHALL BE SECURELY FASTENED TO THE POSTS, AND FABRIC ENDS MUST BE OVERLAPPED A MINIMUM " x 4 „
SPACER I
OF €8 INCHES OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTINUOUS BARRIER AROUND THE 2
NOTE: INLET.
1. IT IS RECOMMENDED THAT THE ENTRANCE 3. IF THE ACTION OF THE VEHICLE TRAVELING OVER 4• THE EXIT SHAD. BE MAINTAINED IN A j
AREA BE EXCAVATED TO A DEPTH OF 3 INCHES THE GRAVEL PAD DOES NOT SUFFICIENTLY REMOVE CONDITION WHICH WILL PREVENT TRACKING 2. THE TRAP SHALL BE INSPECTED DAILY AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED CURB INLET PROTECTION
AND BE CLEARED OF ALL VEGETATION AND ROOTS. THE MUD, THE TIRES SHOULD BE WASHED PRIOR TO OR FLOW OF MUD ONTO PUSUC RIGHTS -OF -WAY. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE TRAP.
ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 3- SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE SEDIMENT TRAP NOT TO SCALE
2. ON SITES WHERE THE GRADE TOWARD THE WHEN WASHING IS REQUIRED, IT SHALL BE DONE 1.5 TO 3.5 INCH STONE, AS CONDITIONS DEMAND, AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT AGAIN ENTER THE INLET.
PAVED AREA IS GREATER THAN M A DIVERSION ON AN AREA STABILIZED WITH CRUSHED STONE AND REPAIR AND/OR CLEANOUT OF ANY WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, ALL MATERIALS AND ANY P
RIDGE 6 TO 8INCHES HIGH WITH 3:1 SIDE SLOPES AND PROVISIONS THAT INTERCEPT THE SEDIMENT- STRUCTURES TO TRAP SEDIMENT. ALL SEDIMENT SHALL BE REMOVED AND EITHER SALVAGED OR DISPOSED OF PROPERLY, THE DISTURBED AREA
SHALL BE CONSTRUCTED ACROSS THE FOUNDATION MATERIALS SPILLED, DROPPED, WASHED, OR SHALL BE BROUGHT TO PROPER GRADE, THEN SMOOTHED AND COMPACTED. APPROPRIATELY STABILIZE ALL
LADEN RUNOFF AND DIRECT 1T INTO AN DISTURBED AREAS AROUND THE INLET.
APPROXIMATELY 35 FEET ABOVE THE ROAD. APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TRACKED FROM VEHICLES OR SITE ONTO TEMPORAr" ---'
ROADWAYS OR INTO STORM DRAINS MUST
ELEVATIO
BE REMOVED IMMEDIATELY.
CONSTRUCTION EXIT INLET SEDIMENT TRAP
NOT TO SCALE FILTER FABRIC W/ SUPPORTING FRAME
TE NOT TO SCALE PERMANEN'
ELEVATION
NOTES:
1. Lo IS THE LENGTH THE RIP -RAP APRON,
2. d= OUTLET PIPE DIAMETER,
3. D= 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6".
4. IN A WELL-DEFINED CHANNEL EXTEND THE
APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE
BANK. WHICHEVER IS LESS.
5. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIP -RAP AND SOIL
FOUNDATION.
6. DESIGN CRITERIA
OUTLET PIPE DIAMETER:
FLOW RATE (CFS): c S
VELOCITY (FPS): -- f S
TAILWATER CONDITION:
(MIN. or MAX.)
„
d RIPRAP SIZE: "
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D)-
La:
W
W. x
,
PLAN
La (FOR MIN. TAILWATER CONDITION)
0.4 LO (FOR MAX. TAILWATER CONDITION)
` I I€` III I I l�Ilmlr_ SECTION A -A;
�"-'"--- FILTER BLANKET
PIPE OUTLET TO FLAT AREA - NO WELL-DEFINED CHANNEL
STORM DRAIN OUTLET PROTECTION
NOT TO SCALE
SECTION A
-- A
SPILLWAY
�
SEDIMENT BARRIER
(STRAW BALE TYPE
SHOWN) 1
NOTE:
USE SANDBAGS, STRAW BALES
/ OR OTHER APPROVED METHODS TYPE "G'
TO CHANNELIZE RUNOFF TO BASIN SILT FENCE
SUPPLY WATER TO
WASH
AS REQUIRED.
WHEELS IF NECESSARY.
{
ry/
FLOP --- '` s
"--' FLOW
A
a
= A
NOTE:
1 = T14 i)ISTANrF R(IrW THAT POINTS
SPACING BETWEEN CHECK DAMS
STONE CHECK DAM
NOT TO SCALE
SEEDING RATES FOR TEMPORARY & PERMANENT
COVER
RATE PER
ACRE
RATE
PER ACRE
TEMPORARY
PERMANENT
MONTH
COVER
SEEDED
ADDED
COVER
SEEDED
ADDED
ALONE
TO MIX
ALONE
TO MIX
* LESPEDEZA. ANNUAL
40 tbs.
10 tbs-
* BAHIA. PENSACOLA
60 ibs,
30 tbs.
JANUARY
* RYE
3 bu.
•5 bu.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
* RYEGRASS, ANNUAL
40 tbs.
-
CENTIPEDE, SOD
-
_
* WHEAT
3 bu.
.5 bu.
LESPEDEZA, SERICEA
1
75 tbs.
-
LESPEDEZA, ANNUAL
40 tbs.
10 tbs,
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
* RYE
3 bu.
bu.
CENTIPEDE, SOD
1
-
-
FESUARY
* RYEGRASS, ANNUAL
40 tbs.
.5 -
LESPEDEZA, SEDICEA
2
75 tbs.
_
* LESPEDEZA, SEDICEA
75 tbs.
-
* LESPEDEZA, ANNUAL
40 tbs.
10 tbs.
BAHIA. PENSACOLA
60 tbs.
30 Tbs.
* RYEGRASS, ANNUAL
40 tbs.
BERMUDA. UNHULLED
10 tbs.
6 lbs.
MARCH
*SUDANGRASS
60 tbs.
* LESPEDEZA, SEDICEA
1
75 lbs.
-
LESPEDEZA, SEDICEA
2
75 tbs.
-
BAHIA, PENSACOLA
60 tbs.
30 tbs.
MILLET, BROWNTOP
40 tbs.
10 tbs.
LED
BERMUD . UNHULLED
10 tbs.
6 tbs.
APRIL
* MILLET, PEARL
50 tbs.
-
1
SUDANGRASS
60 Ibs,
* LESPEDEZA, SEDICEA
LESPEDEZA. SEDICEA
2
75 tbs.
75 tbs.
-
BAHIA, PENSACOLA
60 tbs.
30 Ibs,
MILLET, BROWNTOP
40 tbs.
10 tbs.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
MAY
MILLET, PEARL
50 tbs.
-
CENTIPEDE. SOD
* LESPEDEZA, SEDICEA
1
-
75 tbs,
_
_
SUDANGRASS
60 tbs.
LESPEDEZA. SEDICEA
2
75 tbs.
-
BAHIA, PENSACOLA
60 lbs.
30 tbs,
MILLET, BROWNTOP
40 tbs.
10 tbs.
* BERMUDA, UNHULLED
1
10 tbs.
6 tbs,
JUNE
MILLET, PEARL
50 tbs.
-
* LESPEDEZA. SEDICEA
75 tbs.
SUDANGRASS
60 tbs.
* LESPEDEZA, SEDICEA
2
75 tbs.
* MILLET, BROWNTOP
40 ibs.
10 tbs.
* BAHIA, PENSACOLA
60 tbs.
30 Ibs,
JULY
MILLET, PEARL
50 Ibs.
-
* LESPEDEZA, SEDICEA
1
75 tbs.
-
SUDANGRASS
60 tbs.
-
AUGUST
* MILLET. PEARL
50 tbs.
-
* BAHIA, PENSACOLA
60 Ibs.
30 lbs,
* RYEGRASS, ANNUAL
40 tbs.
-
* LESPEDEZA, SEDICEA
1
75 tbs.
-
SEPTEMBER
*BARLEY
3 bu.
.5 bu.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
*OATS
4 bu.
i bu.
LESPEDEZA. SEDICEA
1
75 tbs.
-
*RYE
3 bu.
.5 bu.
RYEGRASS. ANNUAL
40 tbs.
* WHEAT
3 bu.
,5 bu.
OCTOBER
BARLEY
3 bu.
•S bu.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
OATS
4 bu.
I bu.
LESPEDEZA, SEDICEA
1
75 tbs.
_
RYE
3 bu.
.5 bu.
RYEGRASS, ANNUAL
40 lbs.
-
WHEAT
3 bu.
,5 bu,
NOVEMBER
BARLEY
3 bu.
.5 bu.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
OATS
4 bu.
I bu.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
RYE
3 bu.
.5 bu.
CENTIPEDE. SOD
1
-
_
RYEGRASS, ANNUAL
40 tbs,
-
LESPEDEZA, SEDICEA
75 tbs.
-
WHEAT
3 bu.
.5 bu.
DECEMBER
BARLEY
3 bu.
.5 bu.
* BAHIA, PENSACOLA
60 tbs.
30 tbs.
OATS
4 bu.
I bu.
BERMUDA, UNHULLED
10 tbs.
6 tbs.
RYE
3 bu.
.5 bu.
CENTIPEDE. SOD
1
-
_
RYEGRASS, ANNUAL
40 tbs.
-
LESPEDEZA, SEDICEA
75 tbs.
_
WHEAT
3 bu.
.5 bu.
NOTES
ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED
* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE
I. UNSCARIFIED
2. SCARIFIED
3. CENTIPEDE SOD CAN BE USEDAS PERMANENT COVERANY77MEEXCEP77JUNE THRUOCTOBER
WET DETE'.
* 1 fill 14
NOT TO SCALE
FERTILIZER REQUIREMENTS
2EBAY 1
TYPE OF
SPECIES
YEAR
ANALYSIS OR
EQUIVALENT
N-P-K
RATE
N
TOP DRESSING
RATE
1. COOL SEASON
FIRST
6-12-12
1500lbs./ac.
50-100 lbs./ac• * I BI 2
GRASSES
SECOND
6-12-12
1000lbs./ac.
-
MAINTENANCE
10-10-10
4001bs./ac.
30
2. COOL SEASON
FIRST
6-12-12
1500lbs./ao.
50-100 Ebs./ac. * I
GRASSES AND
SECOND
0-10-10
1000lbs,/oc.
-
LEGUMES
MAINTENANCE
0-10-10
400 lbs./ac.
-
3. GROUND COVERS
FIRST
10-10-10
1300lbs./ac. * 3
SECOND
10-10-10
1300lbs./ac. * 3
-
MAINTENANCE
10-10-10
1100lbs:/ac.
-
4, PINE SEEDLINGS
FIRST
20-10-5
ONE 21-GRAM
PELLET PER
SEEDLING PLACED
IN THE CLOSING
HOLE
5. SHRUB
FIRST
0-10-10
700lbs./ac.
-
LESPEDEZA
MAINTENANCE
0-10-10
700Ibs./ac. * 4
6. TEMPORARY
FIRST
10-10-10
500lbs./ac.
30 lbs./ac. 5
COVER CROPS
SEEDED ALONE
7. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100 lbs./ac. * 2 & 6
GRASSES
SECOND
6-12-12
800lbs./ac.
50-100 ibs./ac.
MAINTENANCE
10-10-10
400 lbs./ac.
30 lbs./ac. * 2
8. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100 lbs./ac. * 6
GRASSES AND
SECOND
0-10-10
1000lbs./oc.
LEGUMES
MAINTENANCE
0-10-10
400lbs./ac.
* I APPLYIN .SPRING FOLLOWING SEED.EVG.
* 2APPLY INSPLITAPPLICATIONS WHEN HIGHRATES ARE USED,
* 3APPLYIN 3 SPLITAPPLICATIONS
* 4APPLYWH'ENPLANTSARE PRUNED-
* 5APPLYTO GRASS SPECIES ONLY.
* 6 APPLY WHEN PLANTS GROW TOA HEIGHT OF 2 TO 4 INCHES
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IIIIIIIIIIIIO IIII IIC
GUTTER LINE
TRANSITION
ASPHALT
PAVEMENT
PLAN VIEW
HOLD-DOWN STAKES
PLASTIC CORRUGATED PIPE
4 FT,
MIN
SEDIMENTATION BASIN PIPE DIMENSION
Basin
1 1
1 2 1
3
Pipe Size (in)
1 15
1 15
1 15
TEMPORARY SLOPE DRAIN DETAIL
NU I I U bUALt
5:1 MAX FILL SLOPE
GOLF COURSE LOT
TYPICAL. GRADING PLAN
NOT TO SCALE
TYPICAL FOR UNPAVED AREAS
TRANSITION FROM
VERTICAL CURB FINISHED GRADE
TO ROLL CURB IN 3`
EXPANSION
BOC JOINT
a .y .t.•i�ra
- b
'Q n 6" CONCRETE SLAB W/
4 BARS $" O/C EA_ WAY,
UT NO LESS THAN 2 EA
SIDE OPENING
24" ROLL CURB
GUTTER LINE
TRANSITION
USF 5125 CURB a
PROVIDE MA INDUSTRIES, INC.
GUTTER INLET FRAME,
ROLL HOOD
MODEL PSI OR APPROVED
HOOD AND USF 6173
CURB
EQUIVALENT STEPS AT
GRATE
BEYOND
1'-2" O.C. 1F BOX EXCEEDS
3`-0" DEEP.
PAVEMENT
r / FRAME ELEV.
- - - -
BRICK TO GRADE (8" MAX.)
CONCRETE TOP SLAB
OPENING IN TOP SLAB
8
SHALL MATCH OPENING
: a :
IN INLET FRAME
VARIES
PRECAST CONCRETE
TRAFFIC BEARING BOX
8n
MIN.
MIN. MN, MIN.
INVERT
6" MIN.
c e
SECTION VIEW
12" STONE BEDDING
CURS INLET (CI)
NOT TO SCALE
NOTE: THE PRECAST MANUFACTURER SHALL PREPARE AND SUBMIT TO THE ENGINEER DESIGN DETAILS AND
CALCULATIONS FOR THE PRECAST STRUCTURES SPECIFIED ON THE DESIGN CRITERIA SPECIFIED. THE DESIGN
SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF SOUTH CAROLINA EXPERIENCED
IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES AND
CONSTRUCTION LOADS. REPRODUCED COPIES OF ASTM C789 "STANDARD SPECIFICATION FOR PRECAST REINFORCED
CONCRETE BOX SECTIONS FOR CULVERTS. STORM DRAINS, AND SEWERS" WILL NOT BE ACCEPTED AS A SUBSTITUTE
FOR DESIGN.
TOP OF LOT
EXISTING GRADE
NO. 789 STONE SEDIMENT FILTER (REPLACE STONE
AS NECESSARY TO MAINTAIN FLOW THROUGH OUTFALL PIPE)
Pond Elevations
Basin
4
5
Temporary Pool Elevation
24.737
25.1
Permanent Pool Elevation
24.0
24.0
Vegetative Shelf Elevation
22.3
22.3
Bottom Elevation
18.0
19.0
Wet Detention Basin Depth
6.0
5.0
Forebay Depth
6.0
5.0
NOTES:
1. WETLAND PLANTS SHALL BE PLANTED ALONG THE
10' MIN.
PERIMETER OF THE VEGETATIVE SHELF FOR EACH
POND. VEGETATIVE COVER SHALL BE ANY
COMBINATION OF THE FOLLOWING WETLAND PLANTS:
TOP OF BANK
ANDROPOGON V(RGtNICUS (BROOMSEDGE) TEMPORARY POOL
1=1 I
{ {-1I I f-i I I -
I t � I'•'t -I
� I
TYPHA SPP. (CATTAIL)
€ I-[ 11=I 1! I I
M I
I -I
t 1-I 1 M
SAURURUS CERNWS (LIZARDS TAIL) PERMANENT POOL
VEGETATIVE PERIMETER
6 € --
_ 4 1
2. SEE GRADING PLAN FOR ELEVATIONS.
SHELF
- 1=
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1=I I I J =4 I I I —I I f-111—
I I � I-1 I
I I 1=1 11=I
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I MI I-� I -I I
11=1 I I—i 11—_I I I-
3. SOD SHALL BE DESNSELY ROOTED, GOOD QUALITY
1-- -I
I" - I
E=I
i 1-I t 1=1 I `I
I -I 11 _
I=
11--I 1
El I FI
I I'_I 11=11 M 11-1 I 1
CENTIPEDE GRASS, FREE FROM NOXIOUS WEEDS. THE
—III—I
1 I—III-1
i I=III-1 I I —III—
1—I
1
I -I
l 1-III-11
I —I 11—III- III=''
SOD SHALL BE OBTAINED FROM AREAS WHERE THE SOIL
_III
11--I 11--I I 1--III-I
1 I=I
I j_ FOREBAY DEPTH
I =1 I I-1
IS REASONABLY FERTILE. THE SOD SHALL BE RAKED-_
-III
3 1-I
I-111-III-III--I
-I
f-_-
I -III
-I
' I
I-
3
FREE OF ALL DEBRIS AND THE GRASS MOWED TO TWO WET DETENTION BASIN DEPTH
, i
-III
_
1
, 3
_
,
INCHES BEFORE CUTTING. THE SOD SHALL CONTAIN
-I I -"III
-I 1
I I
I —I 11—III—III=I
1 I-- C �_
1—I
' I'
PRACTICALLY ALL OF THE DESNSE ROOT SYSTEM AND
—III=I
11=III--I
1 I
—I 1
I —III
—I 11—I
I 1=III—I 11_—I I 1
---III-1 I I —I
1 �1 i I-1
11= E--
NOT BE LESS THAN ONE (1) INCH THICK. SOD SHALL BE
CUT IN UNIFORM STRIPS NOT LESS THAN TWELVE (12)-
11-1 I 1=1 I I-- s
INCHCES IN WIDTH AND NOT LESS THAN TWENTY-FOUR SEDIMENT STORAGE
I
(24) INCHES IN LENGTH.
—111=III—III—I
-III-•III-III=
1 I=11
I' ' � I--III--1
�I
I I=III—I
I I_
11-1
11—I
I'
1�
SOD SHALL BE PLACED BETWEEN MARCH I AND
-I
DECEMBER 1.
BOTTOM
SOD SHALL BE PLACED WITHIN 48 HOURS OF CUTTING.
I_,
IIII,
SOD SHALL BE MOIST WHEN LAID AND PLACED ON MOIST
-POND SECTION DETAIL
GROUND. THE SOD SHALL BE CAREFULLY PLACED BY
HAND, BEGINNING AT THE TOE OF THE SLOPES AND
NOT TO SCALE
WORKING UPWARDS. THE LENGTH OF THE STRIPS SHALL
BE AT FLIGHT ANGLES TO THE FLOW OF THE SURFACE
WATER. ALL JOINTS SHALL BE TIGHTLY BUTTED AND
END JOINTS SHALL BE STAGGERED AT LEAST 12 INCHES.
THE SOD SHALL BE IMMEDIATELY PRESSED FIRMLY INTO
THE GROUND BY TAMPING OR ROLLING. FILL ALL
JOINTS BETWEEN STRIPS WITH FINE SCREENED SOIL.
Bd
SOD ON SLOPES SHALL BE PEGGED WITH SOD PEGS TO
Bd SHALL NOT BE GREATER
PREVENT MOVEMENT. THE SOD SHALL BE WATERED,
THAN Be PLUS 2' FOR
MOWED, WEEDED, REPAIRED. OR OTHERWISE MAINTAINED
PIPES UP TO AND INCLUDING
TO INSURE THE ESTABLISHMENT OF A UNIFORM
_
1_ 30" AND 3' FOR PIPES
HEALTHY STAND OF GRASS UNTIL ACCEPTANCE.
_I
GREATER THAN 30" TO
X
PERNO IT SATISFACTORY
JOING AND TAMPING
OF BEDDING MATERIAL
-{
UNDER 81 AROUND PIPES.
USF 170-E RING AND COVER OR APPROVED
FUNCTIONAL EQUIVALENT
TYPICAL FOR PAVED AREAS
(SEE SECTION FOR DETAILS)
r �G
4' MIN ,3RICK COLLAR, 8" MAX
W/ 1/2 MORTAR
8" 8" PRECAST CONCRETE,
M€N. NN.V1
OR 8" BRICK (DOUBLE COURSE)
W/ 1/2" MORTAR PARGING
Go" CONCRETE SLAB W/
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STORM MANHOLE (SMH)
NOT TO SCALE
12" STONE BEDDING
TYPICAL FOR UNPAVED AREAS TYPICAL FOR PAVED AREAS
FRAME ELEVATION {SEE PAVEMENT SECTION}
4" MIN. 8' MAX. BRICK COLLAR WITH
BRICK COLLAR MORTAR; BRICK IR
_TM N11 GRADE AS REQUIRED
6" SLAB +�• a CLEAR OPENING ,'w�'•; a �•
+ 24" x 36" n
USE HEAVY DUTY FRAME AND I— i' OVERHANG MAXIMUM
{ALL SIDES}
GRATE: USF 4138 FRAME
AND 6218 GRATE OR 4'x 3' PRECAST CONCRETE BOX
APPROVED EQUIVALENT (MINIMUM 6' WALL THICKNESS)
OR 8' BRICK WITH MORTAR
VARIES
3W
MAX.
6" INVERT 6°
!11 ELEv.
4 G
6' SLAB
3' COVER
MINIMUM 6'
STONE BEDDING
#4 $ARS a i2" 3" COVER
O.C. EACH WAY
—BOTTOM SLAB
P SLAB
ra c a . 'Ei . o •
FRAME AND GRATE
NOT SHOWN 3'
FOR CLARITY ' d
pd I flVERLfyT 3 �; #
YP J
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2 - $4 BARS BENT AND
OVERLAPPED AS SHOWN
NOTES:
1. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4'.
2. WHERE BRICK IS USED, ALL EXPOSED SURFACES SHALL BE COATED WITH 1/2" 1.2 MORTAR INSIDE AND OUTSIDE.
3. IF PRECAST BOX IS USED, TOP, RISER, AND BASE SHALL CONFORM TO THE LATEST REVISION OF ASTM C-478.
STANDARD GRATE INLET
50" PIPE AND SMALLER
NOT TO SCALE
PIPE ZONE
COMPACTED
GRANULAR
MATERIAL
PARENT MATERIAL COMPACTED
TO 90% MAX. DRY DENSITY
STORM LINE a IaE FOR UNPAVED AREAS
NOT TO SCALE
NEW PAVEMENT
SELECT FILL COMPACTED
TO 95% MAX. DENSITY
III Bd I-€
I I�! Bd SHALL NOT BE GREATER
THAN Be PLUS 2' FOR
PIPES UP TO AND INCLUDING
I= VARIES 30" AND 3' FOR PIPES
PIPE ZONE - III- GREATER THAN 30" TO
PERMIT SATISFACTORY
JOINTING AND TAMPING
-1 I OF BEDDING MATERIAL
UNDER B AROUND PIPES.
COMPACTED
GRANULAR PARENT MATERIAL COMPACTED
MATERIAL - I I j I TO 90% MAX. DRY DENSITY
� II III
•I,,III,,111„ ,1II,,III,,III-1I1�
STORM LINE BEDDING FOR PAVED AREAS
NOT TO SCALE "D
MAR 0 6 2006
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CAP END SCHEDULE 40 PVC PIPE CAP END
OF PIPE OF PIPE
CONDUIT CROSSING
NOT TO SCALE
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NOT TO SCALE
IRON GRATE
12"
INLINE DRAIN
NOT TO SCALE
_" ..., »........,. GRATE
DRAIN BASIN
NOT TO SCALE
FINISHED GRADE
ROLL CURB AND GUTTER
6"o SUBGRADE
-d DRAIN PIPE
12" MIN.
NOTES:
I. 6" PIPE SHALL BE ADS 6" o PERFORATED TUBING OR APPROVED EQUIVALENT.
2. GRANULAR BACKFILL SHALL BE NO. 5T GRANITE. IT SHALL
BE PLACED DIRECTLY AGAINST THE CURB.
SUBGRADE DRAIN DETAIL
NOT TO SCALE
50 OR 60RIGHT OF WAY
25' OR 30'
25' OR 30'
E d
il.
12' SHOULDER (54' R/W)
11' LANE
11` LANE 12` SHOULDER (50` R/W)
X
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'
17 SHOULDER t6t> R/W)
17' SHOULDER (60' _R/W)
�
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2` ROLL CURB
2' ROLL CURB
�
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SUBGRADE DRAIN (TYP.)
TYPICAL SECTION FOR 50' R/W AND 66' R/W
NOT TO SCALE
$' 0.,
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5` TO DITCH € I/2" ASPHALT WEARING
CENTERLINE 6' SHOULDER VARIES 6« SURFACE WITH 3" STABILIZED 6"
AGGREGATE BASE COURSE
6" 6"
FINISH
6" GRADED AGGREGATE BASE 2.5% SLOPE TO DRAIN GRADE
COURSE (GABC)7\\ \ \ \ \ \ \ \ \
2" ASPHALTIC CONCRETE TYPE !C { j �/��.\/�ir�/\\�� /`\ /�
WEARING SURFACE j SLOPE sr/�f����\�\\��\\�\������\f
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/ \ \�/`ti/\/\l\/\/
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/'�/\''r\/\/\/\/\/\/\'�\/\/`\/\
NOT TO SCALE
TYPICAL SECTION FOR NCDG�T f�C}' R/W NOTES:
€ ► 1—I I #�i 1 1'—E I I � i. THE. BASE SHALL BE COMPACTED TO 98% MAXIMUM LABORATORY DRY DENSITY AS DETERMINED
BY AASHTO T-180.
NOT TO SCALE 24" COMPACTED SUBGRADE
NOTE: 2. THE PAVEMENT SECTIONS CONSIST OF A 1 1/2" ASPHALTIC (MIN) CONCRETE WEARING SURFACE
AND 3" (MIN) STABILIZED AGGREGATE BASE COURSE.
I. ALL NEW LANE MARKINGS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND MEET NCDOT STANDARDS FOR c 3. STABILIZED AGGREGATE BASE COURSE SHALL MEET SOUTH CAROLINA DEPARTMENT OF HIGHWAYS
LANE MARKINGS (VERIFY WITH LOCAL DOT BEFORE TYPICAL % �EIIYi SECTION T � AND PUBLIC
� TRANSPORTATION I+1 3 S.C.D.H. a P.T.). STANDARD SPECIFICATIONS FOR HIGHWWAY CONSTRUCTION,
STRIPING .BEGINS)
4 THE SURFACE COURSE SHALL MEET THE REQUIREMENTS OF S.C.D.H. 8( P.T. STANDARD SPECIFICATIONS
RING 22"
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N GRATE 18" 0
STANDARD GRATE
(H-20) RATED
18" DUCTILE IRON GRATE
NOT TO SCALE
TYPICAL INSTALLATION
NOT TO SCALE
NOTE: USE NYLOPLAST SURFACE DRAINAGE PRODUCTS BY ADS OR APPROVED FUNCTIONAL EQUIVALENT.
YARD INLET DETAILS
NOT TO SCALE
NflT TO SCALE
SECTION 401 a 403. TYPE i.
NOTES:
1. ALL SUBGRADE SHALL. BE COMPACTED TO A MINIMUM OF 95
MODIFIED PROCTOR DENSITY.
2. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF
/ — CLASS "A" CONCRETE /-- PAVEMENT €00% MODIFIED PROCTOR DENSITY.
• AGGREGATE i • (ABC)
OR •a
1
OVERLAY
criir/iii-iliii i» % I/I/I///.Il/!!/% l/%/!lI/llI/li•Jll//l//.LI./ilYl%/A.
USE 'EXTRUDED BLAME OF 6063-TG
ALODIZ£D ALUMINUM" "" ,,... . •.�
OR APPROVED EQUIti
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PLACE CONTRACTION JOINTS AT 10' INTERVALS.
N C D D T TYPICAL
�
ROLL CURB AND GUTTER
PAVEMENT SECTION
STREET SIGN NOTES:
1
ALL LETTERS SHALL BE WHITE. ON A GREEN BACKGROUND. 2 3/8" O.D.
NOT TO SCALE
NOT TO SCALE
THE SIGN SHALL HAVE NO BORDER OR CLEAR COAT.
2
THE STREET NAME LEGEND SHALL BE MADE WITH 4" HIGH LETTERS.
NOTES:
THE DESIGNATION OF ST. RD. DR, ETC. MAY BE ABBREVIATED
AND SHALL BE MADE WITH 2" H€ LETTERS. THE TOP EDGE OF
1. 1" SF 9.5A TO BE LAID OVER ENTIRE ROAD AFTER WIDENING IS COMPLETE.
SUCH DESIGNATION SHALL BE EVEE N WITH THE TOP EDGE OF
THIS INCLUDES BOTH THE NEW AND EXISTING PAVEMENT.
THE STREET NAME LEGEND.
! '
ma`s'
2. ALL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95%
3
SIGNS SHALL BE 6" HIGH AND A MINIMUM OF 24" LONG.
A
MODIFIED PROCTOR DENSITY.
THE LENGTH MAY BE INCREASED TO ACCOMODATE LONG
-
/
\
\
3. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF
STREET NAMES.
j
€00% MODIFIED PROCTOR DENSITY.
4
SIGN POSTS SHALL BE 2 5/8" O.D. ALUMINUM PIPE. USE VULCAN
SIGNS "2 3/8" O.R. ALUMINUM POST ALLOY 6063-T6"
3f+
o
p`
4. ALL CENTERLINE STRIPING TO BE REPLACED THE DAY OF REMOVAL.
OR APPROVED EQUIVALENT.
ALL OTHER STRIPING TO BE REPLACED WITHIN 5 DAYS.
,
5
THE LOWER SIGN SHALL BE ATTACHED WITH A CAST ALUMINUM
d
END ASPHALT AND CURB
.
BRACKET WHICH FITS OVER THE END OF THE POST AND IS HELD
IO'
IN PLACE BY ALLEN HEAD SET SREWS. USE VULCAN SIGNS
'"
•
r
"VS-LOCKE CAP" OR APPROVED EQUIVALENT.
.6°•' ABC .: :: .. I
6
THE UPPER SIGN SHALL BE 'ATTACHED TO THE LOWER SIGN WITH A
CONCRETE
- '
CAST ALUMINUM CROSS -TYPE SPACER. USE VULCAN SIGNS
I
"VS-LOCKE CROSS" OR APPROVED EQUIVALENT.
RTC
\ /
7
ALL SIGNS SHALL BE PLACED BETWEEN 6 AND 12 FEET FROM
\
THE EDGE OF PAVEMENT.
-�
8
ALL STREET SIGNS SHALL COMPLY WITH THE SOUTH CAROLINA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
ti
.NON-EXCLUSIVE
TEMPORARY TURNAROUND
EASEMENT
STREET SIGN DETAIL
NOT TO >CALE
NOT TO SCALE
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JOB NO J 180II.00
DATE' 9j9145 . _._.. _...
DRAWN: NJE
DESIGNED: DCG
.REVIEWED
APPROVED: DCG k.._.. y
SCALE: N._.A___
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TREATED POST
4"xtt 1/2" TREATED RAIL SxB TREATED POST
GALVANIZED
CARRIAGE BOLT
Q
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24" ROLL CURB FINISHED GRADE
• _ 4:
` _ ., °(4' �, .t•`{ <, to<: \_CONCRETE
SECTION
29`-9 I3/i6"
4"Al I/2" TREATED RAIL
TO BE STAINED
oe
$x8 TREATED POST (FULL CUT) I/2"x14" LG CARRIAGE BOLTS
TO BE STAINED FINISHED GRADE
PROFILE
co
.304-0
4"
101-0.
DISCHARGE
GALVANIZED STEEL I V4 X 3/15-"----. ., PLAN
BAR GRATING (SEE DETAIL}
3/B" X"STAINLESS TYPICAL GUARDRAIL. DETAIL
4' (MAX SPACSNG 3/IG" ANCHOR BOLT
BOTTOM 2 X 2" X 1!4" FLAT STOCK
sLAs NOT TO SCALE
°
2"X 3" X I/4"
GALVANIZED ANGLE
NOTE:
ORIENT BAR GRATING SUCH THAT BEARING BARS
SPAN THE CONTROL STRUCTURE WIDTH "B"
BAR GRATING DETAIL. BOX TOP ELEV. •N"
WEIR 4
RISE .K.
NOT TO SCALE
WEIR 3
RISE '1" WEIR
WIDTH "J'
WEIR 2 WEIR'3 ..
If RISE "G" WIDTH 'H' •'
+WIES
` WEIR LWIDTH F°WEIR I ELEV "C' WEIR I ;WEIR I ELEV "C"WIDTH 'D"PRECAST BOX
ALVANIZED STEEL I V4 X 3/I6 ;�;•
BAR GRATING MOUNTED TO
_I OUTSIDE WALL OF BOX W/ I 2' X 2` OPENING M BOX WALL 'B"
_ 3/8° X 4" STAINLESS 3" Z' 1
ANCHOR BOLTS PIPE {E EL "I
•i ' ,:.• 6" .SLAB �" G' SLAB.
< " �{ .•. • BOX IE "H'
`C) ."- •` :� 12" STONE BEDDING 12' SiONE BEDDING < Q.
4 BARS s 12' C�'CjY
f #4 BARS a 12"
O.C. EACH WAY O.C. EACH WAY
SECTION A SECTION B
STRUCTURE
#
LENGTH
"All
WIDTH
"B"
WEIR I EL.
ttCft
WEIR I WIDTH
"Do'
WEIR I RISE
uEit
WEIR 2 WIDTH
"Fu
WEIR 2 RISE
"Gtt
WEIR 3 WIDTH
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WEIR 3 RISE
WEIR 4 WIDTH
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WEIR 4 RISE
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um"
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"No'
#I
60"
60"
24.00'
3"
8.84"
20"
I2"
32"
12"
54"
15.2"
19.50'
20.00'
28.00'
3
60"
60"
24.00`
2.I6"
I2.96"
24"
5"
00"
19.0"
N/A
N/A
19.50'
20.00'
27.08'
STRUCTURE #001 81 #003
NOT TO SCALE
TREATED RAIL
GALVANIZED
1/2"X14" CARRIAGE BOLTS
/— FINISHED GRADE
BOLT PATTERN
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ITEM
ELEVATION
PUMP STA.
TOP ELEV.
30.00
INFLUENT PIPE (INVERT)
14.65
HIGH WATER ALARM
15,65
START LAG PUMP(TWO PUMPS)
12,65
LEAD PUMP ON
II.65
PUMPS OFF
10.65
BOTTOM OF WETWELL
9.65
BOTTOM OF STATION SLAB
8.65
ITEM
VALUE
PUMP STA.
DESIGN FLOW *
99
GPM
DESIGN FLOW (from pump curve)
I15
GPM
DESIGN HEAD (from pump curve)
32.8
FT
REQUIRED FLOW #
99
GPM
REQUIRED HEAD (TDH)
32.06
FT
VOLTAGE
230
VOLTS
PHASE
3
a
HORSEPOWER
2.7
HP
RPM
3290 '
WETWELL DIAMETER
6
FT
THE SELECTED PUMP IS A FLYGT C-3057 WITH A 256 HT IMPELLER.
DESIGN FLOW IS DETERMINED FROM THE CALCULATED CONDITIONS
SPECIFIED BY THE LOADING. OE. f OF LOTS SERVED)
* REQUIRED FLOW a HEAD ARE CALCULATED CONDITIONS
BASED UPON THE PUMP CURVE.
PUMP STATION DATA
PVC DRAIN PIPE
3" FLO-CONTROL
FLAPPER VALVE
tNCRETE WALL
CHECK VALVE TRAP DETAIL
NTS
I
GENERATOR SET INFORMATION:
30 KW TRADEWINDS GEN SET
MODEL # T P27.5—II
200 AMP AUTOMATIC TRANSFER
I f Q. ♦`` SWITCH
F
39� 1< S Y
E CONT OL PANEL
/ N L , . < E (5' MI . FROM NOTE:
�r �
I J 1 P HATCH
I 4, 'C � . — OPEN ) PUMP STATION CONTROL PANEL,
_ .. __........_.._....,.__ ._ _ ,_..._.r
1 "a " GENERATOR SET, AND AUTOMATIC
FRONT ,ey f
TRANSFER SWITCH PER BRUNSWICK
I / _ (s E DETAKILEIVC£ COUNTY SPECIFICATIONS.
n i VENT
(SEE DETAIL)
iF UMP TAON
I x . COLL CT# ; ETWf LL
MAN LEffi � {
I IJ
WIN t# SOC <ET
I W OVER
r- `n "'
FREE E-PROV. ,
/ YARD HYDRA ,
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rh & YPA S
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AREA LIGHT�Y�
I�r WA R METER TO BE Rw
INS ALLED BY UTILITY € ;
CO PANY
€ 4" - 45° BENDS
DOUBLE SWING € j ! 2
r GATES 2 0 6'-10", '
TOTAL OPEN G� € t I
12 WIDE ALL-WQATHER
2'-0" {SEE DE 1L} 3
h # , € ACCESS DRIVE I
4" C900 DR25I
( wiggPVC FORCEMAIN o
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C 0 DR18 SEW, LIN
rx20-11
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PUMP STATION SITE DETAIL
4" PVC
4' FEMALE DISCONNECT
W/DUST PLUG (ALUMINUM)'
EMERGENCY CONNECTION
4" PLUG
VALVE
BENCHMARK
CLAM SHELL HATCH (REFER TO EPDXY MOUNTED BRONZE DISK
DETAIL FOR DIMENSIONS) WITH TOP ELEVATION OF WETWELL
STAMPED ON DISK
FINISHED GRADE 4 BARS
o a o 0
x 6'-0"
q 4"X4"X4" 4" PLUG 4" CHECK a
TEE VAVLE 7 VALVE
4" DIP 1, j
o a
4" 90e
4"X4" TEE - BEND
(Mi} SLOPE TO DRAIN
PLUG VALVE e o e o a o 0
AND BOX (MJ)'OF
6" STONE BASE
COMPACTED BACKFILL
#5 BARS 0 12" O.C. i T
t
BOTH WAYS
NOTES:
1. ALL WETWELL PIPING SHALL BE FLANGED DIP.
2. VALVE VAULT SHALL BE V L x 6' W x 4.5' D.
SCALE: I" = 10'
CORNER POST- -
-1/2"o GALVANIZED
LINE POST-
2 1/2"o GALVANIZED
4" DUCTILE IRON
DISCHARGE PIPE
4" DUCTILE IRON
900 BENDS W/ 1/8"
316 S.S.BUG SCREEN
-WINCH SOCKET
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CLAM SHELL ACCESS HATCH►i�N�'�
WITH UPPER CABLE HOLDER
HEAVY DUTY CLAM GUIDE
BRACKETS, AND(REFER TO DETA DETAIL
:4
FOR DIMEIVSIONSj T/SLAB ELEV. 30.00 ivs t
a a rU \ U) 00 C
#4 BARS
2" OR 3" DRAIN W/
FLOW -CONTROL
FLAPPER VALVE
6'-O" DIAMETER
CONTROL PANEL WITH ALARM
TO BE LOCATED IN FIELD
(SEE DETAIL)
5tlOtl
3-0
MIN
INFLUENT ELEV. 14.65
ALARM .ELEVATION 13.65
LAG PUMP ON 12.65
LEAD PUMP ON 11.65
POWER
CABLE
2" S.S. GUIDE RAILS (FLYGT GRIP -EYE
(FLYGT COMPATIBLE) SYSTEM) S.S. L#FT
CABLE 8c CHAIN
PUMP
LEAD PUMP OFF 10.65
7TJBRICK AND MORTAR FILLET
6°
BOTTOM ELEV. 9.65
e a o e o a o o a
41
-
i
#5 BARS 12" O.C. I FOOT COMPACTED
BOTH WAYS 6" STONE BASE GRAVEL SUB BADE
8-5/8" S.S. ANCHOR BOLTS
WITH 1 €/2" PROJECTION
SECTION
NTS
34' x 39' DEEDED AREA
3'-0. 7 2-6' GATES - 12'-0"
3 STRAND 12 GA. BARBED
WIRE W/ 14 GA. BARBS
TOP RAIL
%%%E"9 GA. GALVANIZED
5/8" BRACING RODS
GALVANIZED
`L— GATES -,�
1-1/24o GALLLVV,
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ieid�ei.��e�►.�tei.��er.�f�►i.�'Aei.El►41+1 MONSOON
3
34'X39' DEEDED AREA TO RECEIVE THE FOLLOWING: POISON
SOIL, COVER WITH 8 MIL POLYETHELENE. COVER POLY WITH MIRIFI 140N
FILTER FABRIC OR EQUAL. ADD 6" CRUSHED STONE BASE OR EQUAL.
FENCE DETAILS
NTS
GATE POST
2-1/2"m GALV
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JOB NO J 1801# O0
DATE: 9/9/05
POST V BELOW GRADE SET
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SCALE: N/ A
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SHEET

THOMAS & HUrfON ENGRUEMG CO
H.
U44 SINE AVENUE
POST OFFICE BOX M
AdURRUM Dff.,ff, SC 296n
PHONE : [phone] FAX : [phone]
wwwitivomas-huttoo.com
REC,,EIVED
JA 13 2005
DFW4
PROJ #
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SEAL
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25Aatj COP.u.p.s
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APPROVED.Aa--'--'
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVOON OF WATER QUALITY Mj"
2-"7- 7JAN 43 ZUU5
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TOPOGRAPHY SYMBOLS
0
N
o DESCRIPTION EXISTING PROPOSED
RIGHT-OF-WAY LINE - - �-- .--
PROPERTY LINE - - - -- -
ROAD
EASEMENT -'." '-' - '-'..__..._. - _... --
TREE LINE
LAKE NORMAL WATER _.__. _._A_... _.... w1...n► . . amens ....wow
SURFACE BOUNDARY
CONTOUR
CLEARING LIMITS -- CL--- CL- CL--- CL --
PARCEL BOUNDARY LINE • • w..wr • • .o
LIMITS OF DISTURBANCE -"
COE FRESHWATER WETLAND --- - _.u.__-_.__..._-
FRESHWATER WETLAND BUFFER
OCRM CRITICAL LINE
PHASE LINE
TEMPORARY TURN AROUND - -'"' - - - -" - ""-
OCRM CRITICAL AREA
SYMBOL (MARSH) - �-
GRAND TREE
SIGNIFICANT TREE-'`
a4 00
SPOT ELEVATION X6OR
a a
TREE PROTECTION ( }
GRAND TREE TO BE REMOVED
DR
A NAGE SY B LS
DESCRIPTION EXISTING PROPOSED
CURB INLET TYPE "Au ;
GRATE INLET D
OUTFALL CONTROL STRUCTURE
4
STORM MANHOLE OR JUNCTION'BOX
TYPE 9 INLET _.... r
RIP RAP :',: _
CONCRETE CURB& GUTTER
STORM PIPE _.___ v_ r ------
GRASSED SWALE <-.--__-.. <,..........
DITCH.-
DESCRIPTION EXISTING
WATER MAIN _._.._.._. _,.....
VALVE AND BOX
VALVE IN MANHOLE
FIRE HYDRANT W/VALVE & BOX
SERVICE LATERAL _ ._._.......- _ _
PROPOSED
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SEWER SYMBOLS.
DESCRIPTION EXISTING PROPOSED
SANITARY MANHOLE
PUMP STATION
AIR RELEASE VALVE IN MH }s
SANITARY SEWER PIPE
FORCE MAIN 4"FM ------
SERVICE LATERAL .... .__...._... _..: .....,.
DESCRIPTION EXISTING
PROPOSED
HAY BALES
SILT FENCE
X X X X
TEMPORARY CONSTRUCTION EXIT
TREE TO BE REMOVED
TREE TO BE PROTECTED
-a-u-a-Q--a--u--a--a--a-o-
INLET PROTECTION
0
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CLEARING LIMITS
- CL- CL- CL-- CL -
PROJECT INFi/ • O M Y i i t rP i s
NUMBER OF LOTS IN MEADOWLANDS PHASE 1 92
APPROXIMATE AREA OF DISTURBANCE 36.8t AC
ZONING: MEADOWLANDS PUD
OWNER/DEVELOPER: CENTEX HOMES
2050 CORPORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH. SC 29577
[phone]
ENGINEER: THOMAS AND HUTTON ENGINEERING COMPANY
1144 SHINE AVENUE
MYRTLE BEACH, SC 29577
[phone]
SURVEYOR: THOMAS AND HUTTON ENGINEERING COMPANY
1144 SHINE AVENUE
MYRTLE BEACH, SC 29577
[phone]
04Q*
MEADOWLANDS
GOLF CLUB
MEADOWLANDS
GOLF CLUB
GRAPHIC SCALE
0 400 800 1600
( IN FEET )
1 inch = 800 fin
a.r_ annu,. asanc`
FUTURE t' F I (t1R
ff PHASE
41
FUTURE Pyl SE
PHASE
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GENERAL NOTES: WATER AND SEWER NOTES:
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1.
ALL ELEVATIONS ARE REFERENCED TO NAVD 1988. 1. CONTRACTOR $KALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES WITH BRUNSWICK COUNTY PUBLIC
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WORKS.
2.
CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS PRIOR TO USING THEM FOR
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CONSTRUCTION. 2. CONTRACTOR S.uAL;. MIA)1.1TAIN MINIMUM COVER OVER THE WATER MAIN PIPE BARREL OF 3`-0" UNLESS
OTHERWISE INDICA T ED.
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3.
EXISTING UNDERGROUND UTILITIES SHOWN IN THESE PLANS ARE BASED ON AVAILABLE
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INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION 3. SHOULD PIP`
L, FITTINGS, AND OTHER MATERIALS BE NEEDED !N ADDITION TO THAT SHOWN ON THE
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OF ALL UTILITIES PRIOR TO THE COMMENCEMENT'OF'EXCAVATION: IF UTILITIESOTHER THAN DRAWINGS BECAUSE -PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE
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THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR IS REG?ONSiBLE-FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE
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ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO
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SERVICE, DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY ADDITIONAL COS i TO . t 7' OWNER.
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THE CONTRACTOR.
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4. THE CONTRACTOR SSG._ 4 NOTIFY BRUNSWICK COUNTY PUBLIC WORKS AND THE ENGINEER 48
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4.
THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING HOURS IN ADVANCE OFALL REQUIRED TESTS AND INSPECTIONS.
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UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
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5. THE CONTRACTOR :114LL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
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5.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR BEGINNING ANY REMOVAL OPERATION.
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6. ALL WATER MAIN$ SHALL BE POLYVINYL: CHLORIDE (PVC C900) UNLESS OTHERWISE INDICATED.
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6.
WHEN FIELD INSPECTIONS ARE REQUIRED. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER AND
THE PROJECT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS. 7. ALL GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE (PVC DR35) UNLESS OTHERWISE INDICATED.
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7.
CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE APPROPRIATE 8. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE.
RIGHT-OF-WAY. EASEMENT, OR WETLAND PRIOR TO FINAL APPROVAL.
S.
NEW PAVEMENT SHALL BE FLUSH WITH EDGE OF EXISTING PAVEMENT.
9.
ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS
OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS.
CONSTRUCTION SEQUENCE
CONSTRUCTION SEQUENCE
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1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION EXITS AS SHOWN ON PLANS.
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2. INSTALL TEMPORARY SILT FENCE.
3. CONTACT BRUNSWICK COUNTY TO SCHEDULE INSPECTION OF EROSION CONTROL
MEASURES.
4. CLEAR APPROVED AREAS.
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5. APPLY WATER AS NECESSARY TO PREVENT WIND EROSION THROUGHOUT CONSTRUCTION..®.
6. EXCAVATE LAKES.
7. FINE GRADE AND GRASS LAKE BANKS IMMEDIATELY AFTER CONSTRUCTION.
8. INSTALL WASTEWATER COLLECTION SYSTEM.
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9. ROUGH GRADE ROADS AND LOTS.
10. INSTALL STORM DRAIN PIPES AND INLETS. PROTECT NEW INLETS AS SHOWN ON PLANS.
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II. FINE GRADE AND GRASS EASEMENTS AS SOON AS STORM DRAIN PIPES ARE INSTALLED.
12. INSTALL WATER DISTRIBUTION SYSTEM.
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13. FINE GRADE ROADS.
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14. INSTALL CURB AND GUTTER, BASE COURSE, AND ASPHALT.
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15. FINE GRADE ROAD SHOULDERS.
16. GRASS ALL AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION.
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JOB NO: J-16177
APPROVED WAW
SCALE: 1" 800AW
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CO

STORMWATER POLLUTION PREVENTION PLAN
I. SITE DESCRIPTION
2,
CONTROL. MEASURES (CONTINUED)
6. CERTIFICATION STATEMENT
A. DESCRIPTION OF CONSTRUCTION ACTIVITY
B. STORMWATER MANAGEMENT
THIS STATEMENT IS FOR INFORMATIONAL PURPOSES ONLY. ACTUAL CERTIFICATION STATEMENT
TO BE EXECUTED BY THE CONTRACTOR IS CONTAINED IN BIDDING DOCUMENTS.
CONSISTS OF CLEARING, GRADING, DRAINAGE IMPROVEMENTS AND GRASSING, INSTALLATION
OF WATER AND SEWER SYSTEMS AND ROADS, ASSOCIATED WITH DEVELOPMENT.
RUNOFF FROM THIS PROJECT WILL DISCHARGE INTO A STORMWATER MANAGEMENT SYSTEM.
TREATMENT WILL OCCUR IN STORMWATER DETENTION PONDS DISCHARGING INTO EX. DITCH SYSTEMS.
THE GENERAL CONTRACTOR AND ALL CONTRACTORS NOTED IN THE "LIST OF CONTRACTORS" AGREE TO
THE CONDITIONS OF THE FOLLOWING CERTIFICATION. THE GENERAL CONTRACTOR HAS SIGNED THE
B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES ( THIS IS A GENERAL SEQUENCE.
FOLLOWING CERTIFICATION INDICATING HIS ACCEPTANCE OF THE TERMS AND CONDITIONS.
SOME ACTIVITIES WILL BE UNDERWAY CONCURRENTLY. 3
C. OTHER BMPs AND ACTIVITIES TO CONTROL POLLUTED RUNOFF
"I CERTIFY BY MY SIGNATURE BELOW THAT I THE TERMSANDCONDITIONS OF THE STORM
1. CLEARING
1. WASTE DISPOSAL
-ACCEPT
WATER POLLUTION PREVENTION PLAN {SWPPP} AS REQUIRED BY THE GENERAL NATIONAL POLLUTANT
2. OUTFALL LAKES
3. ROUGH GRADING
A. POTENTIAL SOURCES OF POLLUTION SUCH AS CONSTRUCTION MATERIALS,
DISCHARGE ELIMINATION SYSTEM (SCR 100,000) ISSUED TO THE OWNER/OPERATOR OF THE
4. SEWER SYSTEM
DEBRIS, TRASH, FUEL. PAINT, AND STOCKPILES SHOULD BE KEPT OUT OF
CONSTRUCTION ACTIVITY FOR WHICH €HAVE BEEN CONTRACTED TO PERFORM CONSTRUCTION RELATED.
5. DRAINAGE SYSTEM
THE RAIN AND SHOULD BE COVERED WITH PLASTIC TARPS, OR SEALED
PROFESSIONAL SERVICES. FURTHER, BY MY SIGNATURE BELOW, 1 UNDERSTAND THAT I AM BECOMING A
6. WATER SYSTEM
TIGHTLY IN A LEAK PROOF CONTAINER. THE CONSTRUCTION SITE SHOULD
CO-PERMITTEE WITH THE OWNER/OPERATOR AND OTHER CONTRACTORS THAT HAVE BECOME
7. ROADS
BE KEPT FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING
CO-PERMITTEES TO THE GENERAL NPDES PERMIT ISSUED TO THE OWNER/OPERATOR OF THE FACILITY
8. FINAL GRASSING
CONTAINERS. ALL WASTE SHOULD BE KEPT IN ONE AREA TO MINIMIZE
FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM PROFESSIONAL CONSTRUCTION SERVICES. AS A
CLEANUP.
CO-PERMITTEE, I UNDERSTAND THAT 1, AND MY COMPANY, AS THE CASE MAY BE, ARE LEGALLY
C. RUNOFF DATA
ACCOUNTABLE TO THE STATE AND/ OR LOCAL REGULATORY AGENCIES UNDER THE AUTHORITIES OF
B. CONCRETE TRUCKS SHOULD HAVE A DESIGNATED AREA FOR WASHOUT.
CONDITIONS OF THE SWPPP. I ALSO UNDERSTAND THAT ENFORCEMENT ACTIONS MAY BE TAKEN
1. SOIL CLASSIFICATIONS: A, B, C, & D
THIS AREA SHOULD BE PROTECTED, LINED AND LOCATE[? AWAY FROM
AGAINST ANY SPECIFIC CO-PERMITTEE OR COMBINATION OF CO-PERMITTEES IF THE TERMS AND
2. QUALITY OF DISCHARGE FROM SITE:
.
STREAMS, STORM DRAIN INLETS, OR DITCHES AND SHOULD BE CLEANED
.
CONDITIONS OF THE SWPPP ARE NOTMET. THEREFORE, HAVING UNDERSTOOD THE ABOVE INFORMATION,
NORMAL FOR RESIDENTIAL DEVELOPMENT
OUT PERIODICALLY.
I AM SIGNING THIS CERTIFICATION AND AM RECEIVING CO-PERMITTEE STATUS TO THE AFOREMENTIONED
GENERAL NPDES PERMIT."
D. RECEIVING WATERS
C. VEHICLES AND EQUIPMENT SHALL BE PARKED, REFUELED, AND
MAINTAINED IN ONE AREA OF THE SITE TO MINIMIZE THE AREA EXPOSED
COMPANY NAME
1. CLOSEST RECEIVING WATERS: SHINGLETREE CANAL
TO POSSIBLE SPILLS AND FUEL STORAGE. THIS AREA SHOULD BE WELL
AWAY FROM STREAMS, STORM DRAIN INLETS, OR DITCHES, SPILL KITS
2. ULTIMATE RECEIVING WATER: CAW CAW SWAMP, WACCAMAW RIVER
SHOULD BE EASILY ACCESSIBLE, AND ANY SPILLS OR LEAKS SHOULD BE
CLEANED UP IMMEDIATELY, INCLUDING SPILLS ON PAVEMENT OR EARTHEN
SIGNATURE DATE
SURFACES.
7. LONG TERM MAINTENANCE OF DRAINAGE AND `STORMWATER MANAGEMENT SYSTEM
D. PAVED SURFACES SHOULD NEVER BE HOSED DOWN TO REMOVE DUST,
DEBRIS, OR TRASH. MATERIALS SHOULD BE SWEPT, PICKED UP AND
THE ROADS AND DRAINAGE SYSTEM WILL BE DEEDED TO THE MEADOWLANDS PROPERTY OWNERS ASSOCIATION
2. CONTROL MEASURES
DISPOSED OF PROPERLY. NEVER BURY TRASH OR DEBRIS.
FOR OWNERSHIP AND MAINTENANCE AFTER CONSTRUCTION IS COMPLETE.
A. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS)
E. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF
DUST SHALL BE MINIMIZED.
S. GENERAL NOTE.'
PRIOR TO START OF CONSTRUCTION, SILT FENCE WILL BE INSTALLED AT EDGE OF FRESH AND
SALT WATER WETLANDS THAT ARE ADJACENT TO DISTURBED AREAS OF SITE AT LOCATIONS
F. HAZARDOUS MATERIALS SHALL BE DISPOSED OF PROPERLY.
1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
SHOWN ON APPROVED PLANS.
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE
I. CLEARING
THAN FIFTEEN (15) DAYS AFTER WORK HAS CEASED.
A. AS CLEARING IS COMPLETED, ADDITIONAL SILT FENCE WILL BE INSTALLED
D. REGULATIONS - APPROVED STATE OR LOCAL PLANS
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR
WHERE NECESSARY, SUCH AS POINTS WHERE FLOWS BECOME CHANNELIZED,
THE STORMWATER MANAGEMENT MASTER PLAN FOR THIS PROJECT HAS BEEN APPROVED
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE
DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY
AND OTHER POINTS WHERE EXCESSIVE RUNOFF VELOCITIES MAY OCCUR.
BY THE STATE REGULATORY AGENCY.
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF ROUGH GRADING
3.
MAINTENANCE
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
A. SILT FENCE
STABILIZED WITH GRASSING `IMMEDIATELY AFTER THE UTILITY INSTALLATION.
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
2. ROUGH GRADING
SILT FENCES BE MONITORED DURING CONSTRUCTION. ANY SILT FENCE WHICH
UNTIL THE COMPLETION OF ALL. CONSTRUCTIt , ACTIVITIES AND ALL DISTURBED AREAS S HAVE BEEN
1S NOT FUNCTIONING PROPERLY SHALL BE PROMPTLY REPAIRED.
STABILIZED. ADDITIONAL CONTROL DEVICES Ivu=. ; BE REQUIRED DURING CONSTRUCTION IN ORDER TO
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING ROUGH GRADING,
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
DELAYS OF GREATER THAN 14 DAYS PRIOR TO STAR' of NEXT ACTIVITY
B. SEDIMENTATION BASINS
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
(DRAINAGE INSTALLATION) WILL MANDATE STABILIZA 10N PROCEDURES.
ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND
SEDIMENTATION BASINS WHICH ARE FULL OR APPROACHING CAPACITY SHALL BE RE-
5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED
TEMPORARY SEEDING.
EXCAVATED TO ORIGINAL DIMENSIONS AND THE SILT PROPERLY DISPOSED OF.
ROADWAY FROM CONSTRUCTION AREAS, THE CONTRACTOR SHALL DAILY REMOVE: MUD/SOIL FROM
PAVEMENT AS MAY BE REQUIRED.
B. ALL AREAS NOT SUBJECT TO FURTHER CONSTRUCTIOV (DRAINAGE, SANITARY
C. VEGETATION COVER
SEWER, ROADS, OR WATER DISTRIBUTION SYSTEMS) S" IALL BE GRASSED WITH
A PERMANENT COVER.
ANY VEGETATION COVER SERVING TO STABILIZE DISTURBED SOILS WINCH IS ITSELF
DISTURBED SHALL IMMEDIATELY BE REPLACED.
3. DRAINAGE
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING DRAINAGE
4.
INSPECTIONS
INSTALLATION.
QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE
B. CONSTRUCTION DRAINAGE: WILL BE ROUTED THROUGH LAKES, WHICH WILL ACT
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION
AS SEDIMENT BASINS.
THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
C. STORM DRAIN INLET PROTECTION AS SHOWN ON DETAIL SHEET SHALL BE INSTALLED
HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN
ON ALL CURB INLETS, STORM DRAIN MANHOLES, JUNCTION BOXES, AND GRATE INLETS.
FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH.
D. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITIES
DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO
(SANITARY SEWER SYSTEM INSTALLATION) WILL. MANDATE STABILIZATION
PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING
PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE
THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE. PLAN
MULCHING AND TEMPORARY SEEDING.
SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE
LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION
CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS.
LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF
4. SANITARY SEWER SYSTEM INSTALLATION
OFFSITE SEDIMENT TRACKING.
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING CONSTRUCTION OF
BASED ON THE RESULTS OF THE INSPECTION, THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN
SANITARY SEWER SYSTEM.
ACCORDANCE WITH THE STATE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES THAT ARE CLASSIFIED AS "ASSOCIATED WITH INDUSTRIAL ACTIVITY"
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
BY EPA REGULATION, HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION
(WATER DISTRIBUTION SYSTEM) WILL MANDATE STABILIZATION PROCEDURES.
ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND
PREVENTION MEASURES IDENTIFIED IN THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF
TEMPORARY SEEDING.
THE NPDES PERMIT SHALL BE REVISED AS APPROPRIATE, BUT IN NO CASE LATER THAN 7
CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR
TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 CALENDAR DAYS FOLLOWING
S. WATER DISTRIBUTION SYSTEM INSTALLATION
THE INSPECTION.
A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAMES) AND QUALIFICATIONS OF
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING INSTALLATION OF THE
PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS
WATER DISTRIBUTION SYSTEM.
RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND
ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH IV.D.4.B OF THE NPDES PERMIT SHALL BE
B. DELAYS OF GREATER THAN I4 DAYS PRIOR TO START OF NEXT ACTIVITY WILL
MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST
MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
THREE YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
INCIDENTS OF NONCOMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-
COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE
REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORM
WATER POLLUTION PREVENTION PLAN AND THE NPDES PERMIT REFERENCED ABOVE. THE REPORT
6. CONSTRUCTION OF ROADS
SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE NPDES PERMIT.
A. ALL EXISTING CONTROLS WILL BE MAINTAINED DURING ROAD CONSTRUCTION.
5.
NON -STORM WATER DISCHARGES
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
THE FOLLOWING NON-STORMWATER DISCHARGES MAY BE COMBINED WITH STORM WATER
DISCHARGES FROM THIS PROJECT:
1. DISCHARGES FROM FIRE -FIGHTING ACTIVITIES
7. GRASSING
2. FIRE HYDRANT FLUSHINGS
3. WATER USED TO WASH VEHICLES OR CONTROL DUST
A. ALL EXISTING CONTROLS WILL BE MAINTAINED UNTIL GRASSING IS
4. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHINGS
ESTABLISHED.
5. IRRIGATION DRAINAGE
6. ROUTINE EXTERNAL BUILDING WASHDOWN
7. PAVEMENT WASH WATERS, WHERE SPILLS OR LEAKS OF TOXIC MATERIALS HAVE NOT
OCCURRED (UNLESS ALL SPILLED MATERIALS HAVE BEEN REMOVED AND WHERE
DETERGENTS ARE NOT USED)
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8. AIR CONDITIONING CONDENSATE
9. SPRINGS
10. UNCONTAMINATED GROUND WATER
II. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS
MATERIALS SUCH AS SOLVENTS
SHEET

1a
0
0
END VIEW
V MIN.
FINISHED GRADE
TUCK UNDER SOIL _
12" MIN. TYPICAL
DRAINAGE PIPE
TOP OF SLOPE
RIPRAP
-- DRAINAGE PIPE
\ IE PIPE
4' FOR 6' PIPE ' I 3' MIN. OR TO
6' FOR 8' PIPE 2' LAKE BOTTOM
6' OR 8' PIPE JOINT
ONE LAYER OF FILTER FABRIC
SHALL BE PLACED PRIOR TO F
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
SECTION
NOTE:
RIP RAP PIECES SHALL BE A MINIMUM OF 12".
RIPRAP AT PIPE END DETAIL
NOT TO SCALE
NOTES:
FILTER CLOTH FOR SILT FENCE SHALL BE A TREVtRA TYPE 11 PRODUCT,
CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE
CORP. OR AN APPROVED EQUIVALENT.
P
WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER
FABRIC WITH AN ELONGATION AS DETERMINED BY ASTM D 1682, OF F
50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM OF 32
INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES
WITH 12 INCH STAY SPACING.
WOOD OR STEEL POST MAY BE USED. WOOD POST SHALL BE A MINI-
MUM OF 6 FEET LONG AND 3 INCHES OR MORE IN DIAMETER. STEEL
POST SHALL BE A MINIMUM OF 5 FEET LONG, WEIGH A MINIMUM OF
1.5 POUNDS/FOOT, AND HAVE PROJECTIONS FOR FASTENING THE WIRE
OR THE FABRIC TO THE POST. STEEL POST SHALL ALSO HAVE A
METAL PLATE SECURELY ATTACHED SUCH THAT WHEN THE POST IS
DRIVEN TO THE PROPER DEPTH, THE PLATE WILL BE BELOW GROUND
LEVEL FOR ADDITIONAL STABILITY. POSTS SHALL BE INSTALLED
TO A DEPTH DIRECTED BY THE ENGINEER, WITH I TO 2 INCHES OF
THE POST PROTRUDING ABOVE THE TOP OF THE WIRE FENCE OR FABRIC
BEING IDEAL, BUT IN ANY CASE, NO MORE THAN 3 FEET OF THE
POST SHALL PROTRUDE ABOVE THE GROUND.
WHEN WOVEN WIRE IS NOT REQUIRED, POST SPACING WILL BE REDUCED
TO A MAXIMUM OF 6 FEET ON CENTER. FABRIC SHALL BE ATTACHED
TO WOOD POST USING #9 WIRE STAPLES 1 1/2 INCHES LONG AND TO
STEEL POST USING TIE WIRES. NUMBER AND LOCATION OF FASTENERS
WILL BE AS DIRECTED BY THE ENGINEER IN A MANNER TO PREVENT
SAGGING OR TEARING OF THE FABRIC BUT IN ALL CASES, AFFIXED
TO THE POST IN NO LESS THAN FOUR PLACES. WHEN WOVEN WIRE
IS USED, THE WIRE WILL BE ATTACHED TO THE POST AS DESCRIBED
ABOVE AND THE FILTER FABRIC WILL BE TIED TO THE FENCE AS
DIRECTED BY THE ENGINEER IN SUCH A MANNER TO PREVENT SAGGING
OR TEARING OF THE FABRIC.
r.•,nr r.r non�.r nr w n v
LAKE OUTFALL
RIP RAP DIMENSIONS
Lake
1
2
3
Length of Apron (ft)
2
2
10
Upstream Apron Width (ft)
7.5
7.5
9
Downstream Apron Width (ft)
7.5
7.5
13
D50 (in)
1 3
1 3
PLAN VIEW
APRON LENGTH
TUCK UNDER SOIL
12" MIN. TYPICAL
F-
2
Q
W
GL'
Z
0
n
\--- ONE LAYER OF FILTER FABRIC
CONSTRUCTION SPECIFICATIONS
DROP INLET SEDIMENT FILTER
1. STAKES SHOULD BE I" X 2" WOOD OR LARGER.
2. STAPLES SHOULD BE OF HEAVY DUTY WIRE AT LEAST 1/2" LONG.
STAPLE FABRIC TO STAKES AND HORIZONTAL MEMBERS.
3. STAKES SHOULD BE SPACED AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET
APART AND SECURELY DRIVEN INTO THE GROUND A MINIMUM OF 18".
4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 12" DEEP AROUND THE
OUTSIDE PERIMETER OF THE STAKES.
5. THE TRENCH SHOULD BE BACKFILLED AND THE SOIL COMPACTED OVER THE FABRIC.
6. FABRIC AND WIRE SHALL BE SECURELY FASTENED TO THE STAKES AND HORIZONTAL
MEMBERS. FABRIC ENDS MUST BE OVERLAPPED A MINIMUM OF IS INCHES OR WRAPPED
TOGETHER AROUND A STAKE TO PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE
INLET,
PLACE A LAYER OF
TYPE C SILT FENCE
BETWEEN FRAME
AND GRATE
DROP INLET
WITH GRATE
STONE CHECK DAM
NOT TO SCALE
TYPE C
SILT FENCE
WITH WIRE
R/W BACKING
HORIZONTAL MEMBERS SHOULD
PLAN BE I" X 2" WOOD.
SHALL BE PLACED PRIOR TO
SECTION A "' A PLACEMENT OF RIPRAP. MIRIFk : " STAKE TYPE C
140N OR EQUAL SILT FENCE
ROADWAY WITH WIRE
BACKING
RIPRAP AT LAKE OUTFALL DETAIL RUNOFF WATER
WITH SEDIMENT RUNOFF WATER.
WITH SEDIMENT
NOT TO SCALE � X ............ --X . X X . . X xTEMPORARY
CONSTRUCTION EXIT X �
NOTE:
1. STONE SIZE ASTM D448 SIZE NO. 1, 1.15" - 3.5" DIA.
2. PAD THICKNESS 6"MIN.
3. MIN SIZE 10'x5O'
4. IF NECESSARY, INCLUDE WASHING.
5. MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE.
6. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOW OF MUD ONTO ROADS.
TEMPORARY CONSTRUCTION EXIT
NOT TO SCALE
_ 10' MAX.
OR AS DIRECTED BY ENGINEER
TOP STRAND J10 GAGE
# r IL I tK t- AtWiC:
i
-0 " _
I
FABRIC ANCHORAGE \ CINE IREs :'WOVEN WIRE
BACKFILL IN 6% 6" \\�\ t12 1/2 GAGE ` . W/ FILTER FABRIC
\\
TRENCH Wj TAMPED
FILL
AT N URAL SOIL
SOTTOM STRAND
05 f
f0 GA GE
014
EXISTING GROUND U
EXISTING GROUND
GROSS SECTION ELEVATION
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
j
,} �I.;lll I�I� .°� °•' _III Ill �11-
{' c ' ;fly.---i .4'a p�•A. I�---�I�,, �'
[II �14 >� % INSTALL SILT FENCE
PROPERTY ALL
LINE (T P) I '��� AND ALOALONG ROADANDS
I BURIED FILTER 1 PLACE A LAYER OF
S��L>fi I I FABRIC DROP INLETJ TYPE C SILT FENCE
I WITH GRATE BETWEEN FRAME
AND GRATE
SECTION
INSTALL RIP -RAP CHECIC
DAM ALONG SPACED
INLET PROTECTION DETAIL.
NEW DRIVEWAY EVENLY SPACED INSTALL RIP -RAP CHECK
DAM AT TERMINUS OF
I NEW SWALE NOT TO SCALE
\Z RESIDENTIAL RESIDENTIAL 6' MAXIMUM SPACING
DEVELOPMENT I NEW HOME DEVELOPMENT OF 2" x 4" SPACERS
2" x 4" ANCHORS SANDBAG OR
%r�`"�•.k INSTALL SILT FENCE ALTERNATE
ALONG ALL WETLAND 2" STONE WEIGHT
BUFFER LINES
2' MINIMUM LENGTH
x OF 2" x 4" ANCHOR
\•j-�'�/ a€ ✓id,( 4 2" x 4" WEIR
FRESH WATER WETLANDS
2" STONE
TYPICAL EROSION CONTROL
PLAN FOR RESIDENTIAL LOT FILTER - 2" x 4„SPACER
CLOTH FILTER
WIRE MESH CLOTH - _ ° TO STORM
NOT TO SCALE a WIRE a DRAIN
MESH
2" x 4" WEIR
j 5 FT I 2" x 4" SPACER
MIN
CURB INLET PROTECTION
NOT TO SCALE
CURB INLET PROTECTION NOTES:
I ATTACH A CONTINUOUS PIECE OF WIRE MESH (30" MINIMUM WIDTH BY THROAT LENGTH,
PLUS 4") TO THE 2" x 4" WEIR (MEASURING THROAT LENGTH PLUS 2") AS SHOWN ON
THE STANDARD DRAWING:
2 PLACE A CONTINUOUS PIECE OF APPROVED FILTER CLOTH (40-80 SEIVE) OF THE SAME
DIMENSIONS AS THE WIRE MESH OVER THE WIRE MESH AND SECURELY ATTACH IT TO
THE 2" x 4" WEIR.
LI IN . --
MIN MIN 3 SECURELY NAIL THE 2" x 4" WEIR TO A 9" LONG VERTICAL SPACER TO BE LOCATED
BETWEEN THE WEIR AND THE INLET FACE (MAX 6' APART).
FILTER FABRIC
4 PLACE THE ASSEMBLY AGAINST THE INLET THROAT AND NAIL (MINIMUM 2' LENGHTS OF
` 2" x 4" TO THE TOP OF THE WEIR AT SPACER LOCATIONS). THESE 2" x 4" ANCHORS
T THE INLET TOP A H I PLACE Y
ANCHORS SHALL EXTEND ACROSS E LE 0 AND BE HELD N L E B
WEIR �" SANDBAGS OR ALTERNATE WEIGHT.
LENGTHS 1 /
5 THE ASSEMBLY SHALL BE PLACED SO THAT THE END SPACERS ARE A MINIMUM I'
5 FT �� \ BEYOND BOTH ENDS OF THE THROAT OPENING.
MAX /2:1 SIDE SLOPE MAX
\ 6 FORM THE 1/2" X 1/2" .WIRE MESH AND .THE FILTER CLOTH TO THE CONCRETE GUTTER
AND AGAINST THE FACE OF THE CURB ON BOTH SIDES OF THE. INLET. PLACE CLEAN
SEDIMENTATION BASIN WEIR DIMENSIONS \%f� /�2" STONE OVER THE WIRE MESH AND FILTER CLOTH IN SUCH A MANNER TO PREVENT
II SIDE SLOPE MAX WATER FROM ENTERING THE INLET UNDER OR AROUND THE FILTER CLOTH.
•
Basin
4
Weir Length (ft)
4
Weir Elevation
23.0
7 THIS TYPE OF PROTECTION MUST BE INSPECTED FREQUENTLY AND THE FILTER CLOTH
3 FT _ ,f AND STONE REPLACED WHEN CLOGGED WITH SEDIMENT.
MIN 8 ASSURE THAT STORM FLOW DOES NOT BYPASS THE INLET BY INSTALLING A TEMPORARY
EARTH OR ASPHALT DIKE TO DIRECT THE FLOW TO THE INLET
SEDIMENTATION BASIN WEIR
NOT TO SCALE
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LINE TABLE _ CURVE TABLE ' a
LENGTH BEARING CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD 'V
Lt 2f7.44 N29046'07"E CI 148.45 310.00 27°26'14" 75.68 $16°03'01"W 147.04
•2 80,09 N29046`07"E C2 59.96 1000.00 3°26`09" 29,99 S00036'49"W 59.96
3 92.95 N02019'54"E C3 59.96 1000.00 3026'09" 29.99 NOQ036'49"E 59.96
4 450.00 NO2°19'54"E C4 276.51 275.00 57°36`36" 151.21 N31008'12"E 265.01
5 77A7 N02019'54"£ C5 149.77 275.00 31012'16" 76479 N75032'38"E 147.93 d *,D
6 100.00 N01°06'15"W C6 215.70 310.00 39°51'59" 112.42 S71°12'46"W 211.37 „U N ¢-
7 100.00 N020€9'54"E C7 25.04 450.00 3°E!'i8" I2.52 S49°4!`08"W 25.04 (� �
8 211.37 S88°5I`15"£ C8 221.61 450.00 28°13'OO" 113.10 0 ' i�
S33 58 59' W 219.38
9 394.60 S88°51'15"E C9 89,32 300.00 17°03'34" 44.99 N28°24'16"11 88.99 A:%
0 78.64 S88051'15"E CIO 85.93 300.00 16024'44" 43.26 N45008'25"E 85.64
It 180.39 N51016'47"E CIl 19.94 200.00 5042'43" 9.98 N56°12'08"£ 19.93
2 100,001 N19052'29"£ C12 28.39 230,00 7004`24" 14.22 N63046'05"W 28.38
3 24.70 N53020'47"E C13 236.55 230.00 58°55`38" #29.94 N30°46'04"W 226.26 . ,
4 25.40 N59003'30"E C14 109,39 230.00 27015'00" 55.75 S78°42'24"W 108.36 'CO N 1 ca
<
5 12.11 N60°13'53"W C15 148.10 500.00 16°58'16" 74.60 n
6 44,26 N60013'53"W 6 N79°IO'58"W 147.56
C16 277,l5 275,00 57 44 38 151.63 N41049'31"W 265.57
7 225.70 NO101SU"W C17 42.89 230.00 10041`04" 21,5t m
SO4°08`54"E 42.83
3 25.00 N88°4€`46"E C18 43.14 230.00 10044'48' 21,63 S04028'52"E 43.08
3 83.62 S87040'06"E C19 111.31 334.86 19002'43" 56.17 S26034'50"E 110.80
? 49.99 NG5°04'54"E C20 39.44 29.60 76019'41" 23.27 S21°06'22"W 36.59
1124.08 N87°40`06"W
C21 16.11 10.83 85°13'14" 9.96 N78°07'11"W 14.66
25.00 S02Ot9'54"W C22 1 52,04 307.93 9041`02" 26,08 S40°2#'05"£ 51:98 z
5 124,35 N87040'06"W C23 73.00 347,65 12001'54" 36.64 555°0!`34"£ 72.87 2 3 87.40 N70041'51"W C24 54.79 208.31 15°04'09" 27.55 N53°30'26"W 54.63 0
13.06 v
NI2°57'12"W C25 46.84 25.79 104°02`2!" 33,04 N06002'49"E 40.66 p
177,70 N12057'12"W C26 78.19 267.88 16043'24" 39.37 S49°42'18"W 77.91 3
i 304,33 S77002'48"W C27 42.89 20.06 122°30'48" 36.57 S77°24`00"E 35.18
3 33,9E N30003'30"W z
C28 !0#.2# 290.54 19°5735 51.12 N26007'24"W l00.70 w
138.52 S41054'31"E C29 18.99 24.00 45019'39" 10.02 S6300114"11 18.50 0
} 134,06 S53003'57"E C30 54.97 24214.07 0007'48" 27.48 N40025'18"W 54,97 z z
35.96 N49000'37"W C31 113.79 537.36 12007'59" 57.11 N46033'12"W 113.58 o `_ 0
' 74.78 N60°19'46"W C32 25:68 10.48 140°26'47" 29.13 0
S17 36, t2 W 19.72 >
S 29.31 S36055'29"E C33 112.76 206.64 31015'53" 57.82 N76032'2811W 111,37 w
# 27.26 N07004`44"W C34 3.77 372.88 0034'46" 1.89 N60037'09"W 3.77 a
i 19.83 S64043'22"W C35 32.10 312,99 5052'36" 16.07 n
N57023`28"W 32.091 ?
318.87 S88010'2811W C36 78.91 198.63 22033'38" 39.62 S65043`59"E 77.71 -
811.19 N88°10'28"E C37 67.61 23.59 164 !I t9' 169.90
° N05°04`52"£ 46.74
# 19.83 n
N64°43`2Z"E C38 77.35 133.89 33°05'59" 39.79 S70037'32"W 7628 n
# 0.84 S02013'33"E C39 37.30 24.00 89003'18" 23.61 S81027'08"£ 33.66 w
1.24 N02013'33"W C40 22,13 26.00 48045'34" if.78 N61018'16"W 21,46 >
w
434.32 S88°10'28"W C41 101.50 114.97 50°34'47" 5.
I 432 S70013'31"E 98.23
58.86 S59040'45"W C42 168.51 1139,92 8°28'12" 84.41 N49010'14"W 168.36
58.86 N59040'45"E C43 44.59 22.21 115002`02" 34.88 S04006'41"W 37.47 ci
. 69.07 S67000'43"W C44 50.63 78.4E 37000'00" 26.23 S80007'42"W 49.76
68,24 N84012'49"E C45 120.43 173.10 39°51'40" 62:77 N78041'52"E 118.01
28.65 N7#°,10158"E C46 49,75 24.86 114038'52" 38.T6 N63°54'32"W 41.85 d
35.37 N82°20'37"W C47 43.78 400.58 6°15'44" 21.91 NO3°27'14"W 43.76 U
J68.37 Nf2°20'37"W C48 64.72 210.28 17038`d3'` 32.62 S15053'46"E 64.46 C9
T4t.98 to
N00°06'05"W C49 45.97 87.04 30°15'42" 23.53 N09°34'56"W 45.44
746.05 S00006105"£ C50 0
25.14 18.251,78056,110 15.02 N45001'00"E 23,20 w
167.741 S12020'37"E C51 50.27 16.00 180000'00" INFINITE S25016'38"E 32.00 w
C52 47.48 1f6.00 23°27'07" 24.08 S76°26'55"W 47.J5 �
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' PVI ELEV 31.88 K - 50.04
PVI{STA = 26+40.92 €;�
A.D. = -1.65 t I 54A4 YC I
PVI ELEV 31.15 ! s
LOW POINT ELEV = 29.75 50A00.3C A.D. - 100 ! x
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LOW POINT STA - 22+91,6? k i K = 50.44
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PYI ELEV 29.67 i I ___ _ _...,... _......__ . _..__ .,.._. _ .._.__
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a A.D. -2.69
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N a 29+45.92 LOW POINT ELEV 31.81 00' Y
c +45.92 LOW POINT STA - 51+24.02
F 50. C
o3832.6? PVI STA - 31+30.73
b 00 PV# EL£V 3I*T1
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38 1LOW POINT ELEV - 31.56 i ? PVI STA # 6+50.06 i30
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m ; A.Q. = -1.00 ! PVI STA �# 5+00.03 ? i
h PVI STA - 1+16 i A.D. -1.00 i ,
K = 50.00 PVI ELEV - 31.63
PVI ELEV - 31.50 i � K = 50.00 i
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EXISTING GRADE RIGHT LOW POINT ELEV = 33 02 € HIGH POINT STA = 2+64.28 LOW P01NT ENV = 3 .O1 t
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LOW POINT STA - 1+46.53 PV1 STA = 2+64.28 LOW POINT STA =-3*83. 0 i !
EXISTING GRADE LEFT PVI STA = 1+46.53 €, VI ELEV = 33.55 ! E PVI STt = 3+83.50 N j
i PYi ELEV = 32.96 A.Q. _ -1.00 PVI ELl/EY = 32 95 i O ,k ` i
A.Q. = i00 K = 50.00 A.Q. = i.00 to to `
= 5 7 50.00' VC i = 50.00 ,
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NOT TO SCALE
TOP OF LOT
X/
5:1 MAX FILL SLOPE 5
GOLF COURSE LOT
TYPICAL GRADING PLAN
NOT TO SCALE
TYPICAL FOR UNPAVED AREAS
TRANSITION FROM TRANSITION FROM
VERTICAL CURB VERTICAL CURB FINISHED GRADE
TO ROLL CURB IN 5' VARIES TO ROLL CURB IN 3'
EXPANSION EXPANSION
JOINT BOC BOC JOINT
.4'
4. b,
6" CONCRETE SLAB W1
44 BARS 8" O/C EA. WAY,
6UT NO LESS THAN 2 EA
DBUBOU00000001UGG 000 SIDE OPENING
24u ROLL CURB 24" ROLL CURB
GUTTER LINE GUTTER LINE
TRANSITION ASPHALT TRANSITION
PAVEMENT
EXISTING GRADE
8..
ril
PLAN VIEW GROUT
it
USF 5125 CURB B PROVIDE MA INDUSTRIES. INC.
GUTTER INLET FRAME, ROLL HOOD MODEL PSI OR APPROVED
HOOD AND USF 6173 CURB EQUIVALENT STEPS AT
GRATE BEYOND V-2" O.C. IF BOX EXCEEDS
3'-0" DEEP. 3"(TYP)__� <
PAVEMENT FRAME ELEV.
BRICK TO GRADE (8" MAX.)
CONCRETE TOP SLAB
OPENING IN TOP SLAB
SHALL MATCH OPENING
IN INLET FRAME
PRECAST CONCRETE -
VARIES
r
TRAFFIC BEARING B6xN,
813
so
8"
D
MIN.
MIN.- MIN. -
INVERT
69 MIN_
Lj
L
SECTION VIEW
12" STONE BEDDING
NE
rFALL PIPE)
TEMPORARY F
PERMANENT F
WET DETEN
SEDIMENT STORAGE
BOTTOM
Pond Elevations
Basin
1
2
3
3A
5
6
Temporary Pool Elevation
25.59
25.09
25.50
30Z6
25.26
29.19
Permanent Pool Elevation
25.0
25.0
25.0
29.0
25.0
29.0
Vegetative Shelf Elevation
24.0
24.0
24.0
28.0
24.0
28.0
Bottom Elevation
17.5
17.5
21.5
21.0
25.0
Bd SHALL NOT BE GREATER
THAN Bc PLUS 2' FOR
PIPES UP TO AND INCLUDING
30" AND 3' FOR PIPES
GREATER THAN 30" TO
PERMIT SATISFACTORY
JOINTING AND TAMPING
OF BEDDING MATERIAL
UNDER & AROUND PIPES.
PIPE ZONE
Ell 1�
COMPACTED
_USF 170-E RING AND COVER OR APPROVED GRANULAR PARENT MATERIAL COMPACTED
FUNCTIONAL EQUIVALENT MATERIAL TO 90% MAX. DRY DENSITY
TYPICAL FOR UNPAVED AREAS TYPICAL FOR PAVED AREAS FRAME, TYPICAL FOR PAVED AREAS ELEVATION (SEE PAVEMENT SECTION)
-
(SEE SECTION FOR DETAILS) __11�
g!
F
... ........
...........
.......... .. ... .....
4- MIN. 0' MAX. COLLAR WITH
4 MIN j3RICK COLLAR, 8- MAX BRICK COLLAR I MORTAR; BRICK TO
W/1/2 MORTAR 6" SLAB CLEAR OPENING GRADE AS REQUIRED
V 24" x 5W
I' OVERHANG MAXIMUM
USE HEAVY DUTY FRAME AND (ALL SIDES) STORM LINE BEDDING FOR UNPAVED AREAS
GRATE: USF 4138 FRAME
PRECAST CONCRETE, AND 6218 GRATE OR
APPROVED EQUIVALENT 4'x 5' PRECAST CONCRETE BOX
OR 8" BRICK (DOUBLE COURSE) (MINIMUM S' WALL THICKNESS) NOT TO SCALE
MIN. W/ 1/2- MORTAR PARGING OR 8' BRICK WITH MORTAR
toUK0 INLET ICI )
NOT TO SCALE
STORM MANHOLE (SMH)
NOTE: THE PRECAST MANUFACTURER SHALL PREPARE AND SUBMIT TO THE ENGINEER DESIGN DETAILS AND
CALCULATIONS FOR THE PRECAST STRUCTURES SPECIFIED ON THE DESIGN CRITERIA SPECIFIED. THE DESIGN
SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF SOUTH CAROLINA EXPERIENCED
IN THE DESIGN OF PRECAST CONCRETE. THE DESIGN SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES AND
CONSTRUCTION LOAM REPRODUCED COPIES OF ASTM C789 "STANDARD SPECIFICATION FOR PRECAST REINFORCED
CONCRETE BOX SECTIONS FOR CULVERTS. STORM DRAINS, AND SEWERS" WILL NOT BE ACCEPTED AS A SUBSTITUTE
FOR DESIGN.
NOT TO SCALE
POND SECTION DETAIL
NOT TO SCALE
VARIES
30, NEW PAVEMENT
MAX.
6" CONCRETE SLAB W/ 6. INVERT
#4 BARS 12 O/C EA WAY ELEV.
0-
*%
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00- 05
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4
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...... ...
..................
MINIMUM
i MIW - M' '�UM �L_STDNESEC DIN,
....................................................
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BARS 0 IV
3' COVER
............. ............
.......... .......
................ ......
.................
D.C. EACH WAY
12" STONE BEDDING
BOTTOM SLAB
_TAP LAB
SELECT FILL COMPACTED
TO 95% MAX. DENSITY
Pd\
.4 =4
7
Bd SHALL NOT BE GREATER
FRAME AND GRATE
THAN Bc PLUS 2' FOR
NOT SHOWN
FOR CLARITY
3.
PIPES UP TO AND INCLUDING
VARIES
30" AND 3' FOR PIPES
I
PIPE ZONE
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I
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T
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JOINTING AND TAMPING
41
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COMPACTED
GRANULAR
PARENT MATERIAL COMPACTED
2 - #4 BARS SENT AND
MATERIAL
TO 90% MAX. DRY DENSITY
NOTES: OVERLAPPED AS SHOWN
17-
1. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4'.
2. WHERE BRICK IS USED. ALL EXPOSED SURFACES SHALL BE COATED WITH 1/2' 1:2 MORTAR INSIDE AND OUTSIDE.
5. IF PRECAST BOX IS USED, TOP. RISER, AND BASE SHALL CONFORM TO THE LATEST REVISION OF ASTM C-478.
STANDARD GRATE INLET
30" PIPE AND SMALLER
STORM
LINE BEDDING FOR
PAVED AREAS
NOT TO SCALE
NOT TO SCALE
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NOTES:CONTRACTOR SHALL SHOW
LOCATION ON AS -BUILT DRAWINGSlT
2 CONTRACTOR SHALL PLACE A NOTCH
IN CURB TO MARK CONDUIT
LOCATION
CAP END SCHEDULE 40 PVC PIPE CAP END
OF PIPE OF PIPE
CONDUIT CROSSING
NOT TO SCALE
ems.
R/W
vcs 5�
s'
r
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24" ROLL CURB AND GUTTER
TYPICAL .
LAYOUT
NOT TO SCALE
USE "EXTRUDED BLl
ALCDIZED ALUMINUM
OR APPROVED EQUP
0.080"
cu
STREET SIGN NOTES:
I ALL LETTERS SHALL BE WHITE ON A GREEN BACKGROUND. 2 3/8" O.D.
THE SIGN SHALL HAVE NO BORDER OR CLEAR COAT.
2 THE STREET NAME LEGEND SHALL BE MADE WITH 4" HIGH LETTERS.
THE DESIGNATION OF ST. RD, DR, ETC. MAY BE ABBREVIATED
AND SHALL BE MADE WITH 2" HIGH LETTERS. THE TOP EDGE OF
SUCH DESIGNATION SHALL BE EVEN WITH THE TOP EDGE OF
THE STREET NAME LEGEND.
i
3 SIGNS SHALL BE G" HIGH AND A MINIMUM OF 24" LONG.
4 l
THE LENGTH MAY BE INCREASED TO ACCOMODATE LONG
STREET NAMES.
-
4 SIGN POSTS SHALL BE 2 3/8" O.D. ALUMINUM PIPE. USE VULCAN
I I
SIGNS "2 3/8" O.D. ALUMINUM POST ALLOY 6063-T6"
3"
OR APPROVED EQUIVALENT.
5 THE LOWER SIGN SHALL BE ATTACHED WITH A CAST ALUMINUM
a —
BRACKET WHICH FITS OVER THE END OF THE POST AND IS HELD
IN PLACE BY ALLEN HEAD SET SKEWS. USE VULCAN SIGNS
"VS -LOCKS CAP" OR APPROVED EQUIVALENT.
6 THE UPPER SIGN SHALL BE ATTACHED TO THE LOWER SIGN WITH A
CAST ALUMINUM CROSS -TYPE SPACER. USE VULCAN SIGNS
"VS-LOCKE CROSS" OR APPROVED EQUIVALENT.
7 ALL SIGNS SHALL BE PLACED BETWEEN 6 AND 12 FEET FROM
THE EDGE OF PAVEMENT.
8 ALL STREET SIGNS SHALL COMPLY WITH THE SOUTH CAROLINA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
STREET SIGN DETAIL
NOT TO SCALE
ROLL CURB AND GUTTER FINISHED GRADE
/— PAVEMENT
SECTION I
i
a ,
4
a
50' 4R WRIGHT 4F WAY
25'
OR 30
t 25'
4R 30'
} a
0 0
12' SHOULDER (50f R/W) 11 LANE IIt LANE 12'
SHOULDER (50Y R/W) y
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PAVT. ELEV.
2% SLOPE ` 29G SLOPE
48 SEE PROFILE 48-•�•------
_ 6 0 SUBGRADE\�\\i \\/\\Zx
/\\�\i/\\/\\/
DRAINPIPE
/
12" MIN.
NOTES:
1. 6" PIPE SHALL BE ADS 6"o PERFORATED TUBING OR APPROVED EQUIVALENT.
2. GRANULAR BACKFILL SHALL BE NO. 57 GRANITE. IT SHALL SUBGRADE DRAIN (TYP.) ''� /�
BE PLACED DIRECTLY AGAINST THE CURB. TYPICAL SECTION FOR 50' R/ W AND 6 ' Rf i�1�)
NOT TO SCALE
SUBGRADE DRAIN DETAIL 6" GRADED AGGREGATE BASE
COURSE (GABC)
NOT TO SCALE
2" ASPHALTIC. CONCRETE TYPE IC
WEARING SURFACE
/\\/\\/�/\\/\/\\ f\�\/ NOTES:
I. ALL SUBGRADE SHALL BE COMPACTED T4 A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
2. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF
100% MODIFIED PROCTOR DENSITY.
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DRAIN BASIN
NOT TO SCALE
RING 22"
1.10"
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STANDARD GRATE
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18" DUCTILE IRON!
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NOT TO SCALE
TYPICAL INSTALLATION
NOT TO SCALE
NOTE: USE NYLOPLAST SURFACE DRAINAGE PRODUCTS BY ADS OR APPROVED FUNCTIONAL EQUIVALENT. END ASPHALT AND CURB T - 101, I
CONCRETE
YARD INLET DETAILS ABC.:
NOT TO SCALE RT "_ :'..• '._:
TEMPORARY TURNAROUND
NOT TO SCALE
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12" MEN. TYPICAL
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TUCK UNDER SOIL
120 MIN. TYPICAL
B
B
PLAN VIEW
SECTION B-B
5'
SECTION A -A
EMERGENCY OVERFLOW
NOT TO SCALE
PERMANENT POOL
ELEV. SHOWN ON PLAN
a
t`MEN.
.AYER OF FILTER FABRIC
L BE PLACED PRIOR TO
EMENT OF RIPRAP, MIRIFI
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LE"N�GTH
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6011
60"
25.00'
211
7.111
21.70'
22.20'
25.95'
#2
60"
60"
25.00'
311
I.1"
21.70'
22.20'
25.95'
#3
6011
6011
25.00'
311
611
20.17'
20.67'
27.00'
#3A
60"
6011
29.00'
2.411
12"
25.70'
26.20'
30.00'
#5
60"
60"
25.00'
3"
3.1"
20.20'
20.70'
25.17'
#6
6011
60"
29.00'
4"
2.2"
24.25'
24.75'
29.25'
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TYPICAL OUTFALL CONTROL STRUCTURE
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