SW8080527_APPROVED PLANS_20100625

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO I SW8 Q Q Q 51-1
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I 9,10 W 0 kD 2 5
YYYYMMDD

ZY
z
LOCATION(SEE NOTE 3)
m FEVSM DWAMMM PAD
n
LB L9 L1 6
/1'
470 0 OWN Tm- 1111
K
1110
n
ry TERTAI ENT C TER
BR D ING, L
-A
D.B. \47, P 370 r,
DARC 19 05�ii
-J, ONSITE AREA ZO H
284,808 SF
to
16
Leo --,
P - 73.7% x Im
IMP - 209,886 SF
n'- DA
N
EXISTING LOWE'S HOME IMPROVEMENT
19,
343WHITEVILLERD
Nrcr
IL IL
N. C. HIGHWAY 130 - WHIT_ E(ILLE� ROAD - 1 DO- RIGHT-OF-WAY
L 340 WHITEVILLE RD. 334 WHITEVILLE RD.
346 WHITEVILLE RD.
344 WHITEVILLE RD.
X
---
-----------
F-
FUTURE
DEVELOPMENT
DA - 202,809 SF
IMP - 100,000 SF
X IMP'-k-
II I
JOHNBETTY R. WARD
D.B. 248, PG. 825
TAX PARCEL: 19700050
ZONED: HB
L! ---------------------------
OUTPARCEL #1
DA - 43,815 SF
IMP - 35,545 SF
X IMP - 811% -7171
4
N.C. GRID NORTH
80' 40' 0 80' 160
GRAPHIC SCALE: 1 80'
GENERAL DRAINAGE AREA NOTES:
1. TOPOGRAPHIC INFORMATION FROM BRUNSWICK COUNTY CIS.
2. WETLANDS AS SHOWN ON ORIGINALLY APPROVED STORMWATER PLANS BY HOUSTON AND ASSOCIATES, P.A.
3. DUMPSTER PAD WAS ORIGINALLY LOCATED AT THE NORTHERN CORNER OF THE BUILDING AND INCLUDED AS PART
OF THE STREETS IMPERVIOUS AREA CALCULATION. THE RELOCATED DUMPSTER PAD DOES NOT CONTAIN ANY
MORE IMPERVIOUS AREA THAN ORIGINALLY PERMITTED.
4. THIS DRAINAGE AREA EXHIBIT SHALL REPLACE DRAINAGE AREA PLAN PREPARED BY HOUSTON AND ASSOCIATES,
P.A. SEALED BY JAY RANDALL HOUSTON (N.C. P.E. LICENSE NUMBER 9816) ON APRIL 29, 2008.
LINE TABLE
LINE
LENGTH
BEARING
Ll
103.55
S41 *15'1 5"W
L2
47.91
S58*35'21"W
L3
45.66
S65*29'02"W
L4
69.19
S85'40'25"W
L5
39.27
N88'17'36"W
L6.
42.91
N.78*18'54"W
L7
44.29
N66*15'39"W
LB
38.28
N59'02'43"W
L9
41.61
N49*39'28"W
L10
75.92
N29'38'47"W
L11
44.83
N23'12'31"E
L12
100.34
N19 6'32"E
L13
13.16
N37*58'47"E
L14
24.22
N52*01'13"W
L15
175.00
S37*58'47"W
L16
376.00
N52*01*13"W
L17
445.50
N37*58'47"E
L18
611.01
S52'01'11"E
L19
157.30
S38*33'00"W
L20
192.53
S51 *22'32"E
L211
81.391
N34*52'27"E
L22
107.83
N38*37'37"E
L231
231.871
S52*01'13"E
L241
188.961
S3758'47"W
L251
228.681
N52*03'12"W
11 �' -1
BECTM A -A c0%
EXISTING OUTLET STRUCTURE NOTES 0
ce d
1. GENERIC OUTLET STRUCTURE SHOWN FOR ILLUSTRATION ONLY.
2. SEE ORIGINALLY PERMITTED PLANS BY HOUSTON AND ASSOCIATES, P.A. FOR SPECIFIC OUTLET STRUCTURE
DETAIL
3. PROVIDE TRASH RACKS WITH MAXIMUM 6-INCH SQUARE OPENINGS ON ALL INLET LOCATIONS NOT PREVIOUSLY
PROTECTED.
LIEROD11>
STORMWATER BOUNDARY
I DRAINAGE AREA
I EASEMENT
I EXISITNG CONTOURS
I EXISTING BUILDINGS
m � � � =
ISSUED FOR REGULATORY
REVIEW ONLY
JUN 2 2 2010,
DVJQ Iczk�ccss
C
REVISED PER NCDENR COMMENTS
--MTH
6/18/10
E3
ISSUED FOR REGULATORY REVIEW
M TH
A
ISSUED FOR OWNER REVIEW
MTH
-
.5 10
REV.
#
DESCRIPTION
I
DEV.B
I ATE
RATE
REVISIONS
CAPE FEAR
Engineering., Inc.
151 Poole Rd, Suite 1m
BoMfie, NC 28451
TEL [phone]
FAX [phone]
w .oapefemnglneedng.00m
N.C. License No. C-1621
FAMILY ENTERTAINMENT
CENTER OF SHALLOTTE
TOWN OF SHALLOTTE
BRUNSWICK COUNTY NORTH CAROLINA .0
DRAINAGE AREA
EXHIBIT
I
I
0
0
1.1
00 PROJECT NUMBER SHEET NUMBER
875-125 DA-1

LEGEND:
EXISTING TOPO CONTOURS
---19---
PROPOSEDGRADE
--20---
PROPOSED SPOT ELEVATION
021.80
JUNCTION BOX
;®i
CATCH BASIN®i
CULVERT
FLARED END SECTION
Q
SILT FENCE
404 WETLANDS
SHALLOTTE FAMILY
ENTERTAINMENT CENTER
404 WETLANDS
/ STORMAWTER POND
i
Shallotte, North Carolina
STORMWATER AND
EROSION CONTROL PLANS
1
i
I
/—.-----.--_--_S5 113'E 234.10' _—
APRIL 29, 2008
--_--_--_--.--.--.--_--_--_ 376.00r --j
A
2
I
m
f
SIDEWALK n
18.58 FFE
250
ryl
c
c�v
FAMILY
ENTERTAINMENT
CENTER
50,000 SF
20.0 FFE
eos.Bze'
—_—
0 50 100 150 200 FT
25
� � N
3
WILMINGTON-
17
A
�Z�P � SM/Tti
P p /0S�R Z
9
O �,
Fn �
17 BRIDGERS ROAD
130
ROq R 1 ;
NORTH CAROLINA BU SS
ELCOME CENTER 17
q,_ F
Branch 130
PROJECT
SITE
17
INIA
AQ� Shallotte BUSINESS �S�P �179 s99s9°qp
17
�G
VICINITY MAP
NITS
CONTACT INFORMATION:
OWNER
EAST COAST ENTERTAINMENT - BRIAN McCALL
208 8th AVE. NORTH
NORTH MYRTLE BEACH SC 29582
843-249-4562
ARCHITECT
DLH, PLLC ARCHITECT
PO BOX 1490
LEWISBURG, WV 24901
304-932-7552
ENGINEER
HOUSTON AND ASSOCIATES, P.A
PO BOX 627
SHALLOTTE, NC 28459
910-754-6324
uAS O EAST COAST ENGINEERING & SURVEYING, PC
PO BOX 2469
SHALLOTTE, NC 28459
910-754-8029
SHEETINDEX
1. GRADING AND STORMWATER PLAN
2. EROSION CONTROL PLAN
3. STORMWATER POND DETAILS
4. STORMWATER DETAILS
5. EROSION CONTROL DETAILS
S wq ovOf' 2'i
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
IVI 10 OF WATER Q ALITY
a44
_ 9816

T4
f r Ir r r r
-"' - ---
-_-_-__ 20-- -
i
SEWER MANHC
RIM=23.41'
INV. IN=14.01'
INV.OUT=14.11'
I11
m
SEWER MANHC
RIM =20.41'
INV. IN=10.16'
INV.OUT=10.26'
EXISTING
FH & VALVE
;•v
PROPOSED BULK NOTES: JOHN D. WARD, DDS' _
DB 248, PAGE 825 -
,: --- --
1. BULKHEAD TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH TAX # 19700050 _ 11 `
i Y I I r rrrr I _ _ ____
SPECIFICATION.
ZONE: HB ; ;;;,` `-------- ------ - -` _---------
OWNERS:
i 2.404 WETLANDS TO BE LEFT UNDISTURBED AND SHALL BE PROTECTED 1 -------
NOTE -r--- - --------'
DURING CONSTRUCTION. �: 10 "%„',' -CT-- - -- --- 12-
LIMITS, - - --- - -
i 3. ELEVATION OF BULKHEAD SHOWN IS 18.0 MSL BUT UNDER SAME RSHIP.
11 TORMWATER POND IS OUTSIDE OF PROJE TOTAL, PROJECT AREA &.29- AC
q f,,B E OWNS
fiOTRD114P iVI0US /AREA =-4-.a2 AC
p -- _
TO TtiRl�EI�A Epr- -87 AC
@' DUMPSTER WITH 6' HIGH
- - - FENCE AND GATE -- _-
1
(1� - -- - 3 CATCH BASIN 10 ,; CATCh(BASIN ---------14" ----_
- -- TPaGRATE15.7 r r; TP,t�GRATE15.73 ------
- \I ---- - - ----- INV.10.713 ` `; -----
-
•-------- 3
D
RAINAGE EASEMENT
• 1 '' 11
- •,Y,, '' 131 11,
'4 --- -- - - - 514
6 161 2 - ------ ---
-' L_ 5- -- ---- -�- ------ i T _ 4" � 3711 S 52°01'1 6 -
4 _ - - , ; 8 - 5 PROJECT LIMITS
--
,r-
---
-� T-- -- \� I 7 •16.8 ;;1 6j58 --------
- #11- - 1 -- 17 -- ---
1
O, m , m
,l j�' _ - _ - `` ,4\` _\ r ''•,r.W 111/ ' •17.8 )'' '' 11) 17 --------
TP, 6 RATE 1'5,.98`
'SIDEWALK % •
'•�, _ d ;} �:• ' 1 r „" 1 r 1�4r j CATCH BASIN '18-----
+ 1, • TP � GRATE-t6.48
2 y 7 18.58 FFE; j 1NV,12..V -
1718
I
mz
\ , yF•r.'::: `, INV. 4.0 yi• `� r
STORMWATER BOND W '-
\ nelj.Yi'.'.': !^
Qj OD
------------
10 FA J �.Y 0 1
-- 7 E�ITEI TAT ME,NT .,9.25' 1 ` 20 ',
1110 ' ' UNCTION X 1 C LL' i
1L13 TOP: 18.0
CFriT 0
14 INV. 9.0 -� a --- 50,000 SF",, ,', !
6 2' - 36" 78' - 30" RCP 6D102 W 15 20.0 FFE 21
o -
_ •, - - - f ' S 52 01�13 E 234.10' 12
73' - 12" RCP SD143 1 '
--` CATCH BA$I CATCH BASIN 2' CURB &GUTTER '' CATCH BAST
POND OU74ET I TP GRATE 17.4 TP GRATE 17.4 TP GRATE 17.4 _ �Y I cam'
22
INV 13,4 INV. 10.0 - 13' 4fiV 9.47 1 v o
TL1j: ' S* RUC E _ - H11V.=8.23' '' qci♦�
44
3 'ORIIFI01 5�5 0' 0 1 ), o 0 0- v� 0 0 0 '; \� 1 u
INV. J.b •18,00 N' cq , yy r, ri 18,00 N co ,'N ,8.U0 to ,'c0 tt� ' `\ '` '1\\\V `
co 47' W cD.' co CID ', , -
" . 14 --- \ jU) `�OHN D. WARD, DbS
Q' p
' cv . • • : s' 1 B 248, f?AGE 82�
TAX # 19700050',
61
LU ZON:HB
, J
�j
U CATCH BASIN 1 `
r°Di CATtr1i'RPSIN C[ ATCH BASIM1f a
n TP ®t �iF ATE 17.5 n TP GRATE 17.5 n Tff OG GRATE U �`
INV.10.6 rte
1 INV. ��. INV. i2.9 16 MCATCH4ASINZ -1 - GATCH BASIN,
RCP 62 = 24" RCP ` TP GRATE 18.0 CATCH BASIN-' `
1 1
�C1112 1.
SD110 SA113 INV. 11.09 TP a GRATE 18.2 c� 1
I
1 CAfg-11 SAS CATCH BASIN CATCH BASIN _ 5 tC - - - - - - - ` > _ _ `i
INV 11 47 i 9. 1
OR
0 G /jfE 11. GRATE 17. P GRATE 1 . • 19.25 _-'' • 19.25 •19.25 > 9co
1
'dh1V. A3.0 INV. 11.0 INV 10.95 17 23- - CATCH BASIN CATCH BASIN 19 CATCH 1�ASIN LD i
2q. 5 TP GRATE 182 TP G'RiAT) 18.2 '� '
15 TP 0 GRATE 18.2 6
i8 RCA INV 12.19 INV. 1`2.55
a INV ` . , , , _
S
o 'cy o" 9 era. o 0 0' A ¢ ��. 0 0 0 9 0 0 o SD11g 1' 7\ , o o
• o n , m " 1 {i m n n' b . • 0 r m °! m m 72' - 24 RCP 72' 24" P J2' SDI IRCP',
00 w ` co Ib Qi CI' cm
W 00 00 CA'
• \,♦ ! 1 ', ' ! • • i "•� b • ! 1 of 11 it
lq�lr �, r o 0 o a r6 8
____ - -- -- I
_ _ 2 CURB &GUTTER j
--------- 20_ 1, 1 0- a a - a a a a 1
ti0•Q a� O�ti 5G¢ U C TCH BASIN U CATCH BASIN 19_ U U ;
wAA1CH BASINCATCH BASIN TPA GRATE TR' GRATE ¢ CATCH BASIN u CATCH BASIN, nt CATCH BA3W1 P _ TP GRATE rk TP � GRAT c+k TP GRAT „ GRATE 18.0 p� TP GRATE 18I0 �, I V 11.09 INV.`,11.49 N vG� m 1 WV. 12.7„j' Ir1V. 11 89 oUc� WV. 12.29c INV 12.69 oa CATCH BASIN�14.0 GRATE 18.0
p. c°9i INV.13.2 ;
TCH BASIN t
g 6 ' - 12" RC,I' 62 T5" RCS 62 - 24" RCP 62' - 24' P 62' - 24" RCP 62' - 24" PCP 62' - 2' RCP 62' - 24° RGP
Q GRATE 18.b
;SD123B `, _ v SD122 , 'SD126 SD130 SDI \ SD136` SDI SD1rY£ 1 If�V. 14.0
-' ti� ti CATCH BASIN 4 C 9TGH B/4SIN CATCH BASIN CATCH BASIN CATCH BASIN CATCH BASW CATCH BASIN
ti0' ti '�Q 91 GRATE 18. tL GRATF. 1 Q� GRATE 18, r GRA,T� 18. GRATE 18. GRATE 18. GRATE 18 U
CJ� ryilnINV. 13.5 ;} _ INX/. 11.2 INV. 11.4 INV 11.8 INV 12.2 INV 12.6' - INV. 13.0 j
ti �ti a - -
�O, ,
I e e Q} Q b Qi \�
�O' 0 0+ o f o c o o 0 0 o o 0 0
II/ \ t1 , • c0 1 • • ' W ftD ! • tD t` + t0 • • c0 n - (O ! • c0 h \O i i [O `,I� (O • • W CO • • \ \ ,p t` ffl t • j \ _ r ,
m 1 co 0� 4D t, W OJ qj N iY� LQ N N OJ Q` CO (A N ` 07 , , N Lb'
lti° ✓j.50 `, 8 20 18.�8o8,50 8.20 •1 .5D •18.80 8.50 •18.20 a 8.20 •18.80 8. \ • 1 . 1 20 01 130 jl ;
1 I y0 I CATCH BASIN ) _ N`° 608.528' - �M -- -- -- -- - ao`
}g�E}-- - .CATCH BASIN - -- -- - -- -- +i9O8-- - CATCH BASIN y_ AT;H BAN = a I D ;
TPA GRATE 17.9 rv� o t •I P RATE 17.9Li
- - - T ATE - --�- - --
j1 INV 13.3 INV. 13.3 S 52 01 13 E T G INV 13.3 _ P GRATE 17e$
y0. O ti INV. 13.3
n • 18.80 18.80 1 1 1
'l' ' +•,8.60 •1820 a •18.60 ! N ,
,
,
1 -_ • r
I
Lr
18 19 -----------
17 CATCH BASIN CATCH B =HITP RTE 17.9 TP GRATE 17.9TP GRATE 1`!.9 21
INV 13.5 INV. 13.5 -' INV 13`,5 20 --------------- - ;
> I ------
1 '1 ,---------- _ I 1 t
_ - \ 1
r 0 30 _ _ - - 60 90 120 150 FT ------
co
20 .•.
a I - _ _ -� ----------------
a� t 1 1 0
09 �a m 1
< Cc 0� --- 1 '
----- ti ; --- JOHN D. WARD, DDS oG�X�p� 1 *-
-------
- I co Z ; ' MA DB 248, PAGE 825 Qj� pP _ 4� is drawl g is the property of HOUSTOIJ and ASSOCIATES, P.A. and
BASE PilOTE
TAX # 19700050xv
C w X I S,URV,EYINFORMATIONBYEASTCOASTENGINEERING&SURVEYING,PC O� A ianot bereprodueedinwhgleorinparEwrthorIIwrlttenpermissionirom
1 ZONE: HB _-, t l�`-� HOUSTONandASSOCIATES,P.A.oPydgM2ooS N
-�� I w i ----- - /�' 11r �, \`li ALL RIGHTS RESERVED

j JO HN D. WARD, DDS S'` s 16 -- - - ,
B 248, PAGE 8 ;, ' % -
TAX # 19700050t _-11 - - - -- --
di - - - - -- --
ZONE: HB - ---- - -- - -- --
;J;', ---- --- '
- - -- - R�1--- ------
, ----------- 5.2
l'OTA6 PI�OJ�C�-A � ! 2g AC
12 - -
TOTAL IMPERVFOUS AREA - 4-8- AC
TOTALDITIJRBQ AREA -_7.87 AC--
—`
P� P -------------- 13 -----------
�/ �J/ --- D R ;�, ; ,
UM EN CE
WITH 6' HIGH
AGATE "
_11 ,' 1(l s1;`'% CIITFFN(:F ie___- - -
0
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-
TOP FOREBAY
DRAINAGE EASEMENT
08.0
/ O% STORAGE POOL _ _\\ BOTTO(vl-2.0 i
07.0 ,jam`-" _ - (FOR SEDIMENT S_T,ORA43E)
�Jz�/
`�, ; '•
40' WIDE RIP -RAP
EMERGENCY SPILLWAY
�✓ /� 40'.WIDER10'ftAP `, s _ '� - A 'f�
`WEIR 055
87.5' FOREBAY --8•:'
TOP POND
011.2
i r MAIN POND
,-_
VEGETATIVE SHELF -
fA10aSLOPE •' ' '- ------ •,
1 h
FROM 5.0 TO 6.0 ,' I ' ' � oj�• ``�` i r 10,
r '
BOTTOM f$ -1.0 / ' - JUNcnoN eox
y � 12 y , '�,. ``� TOP: 18.0 11
12' R 78 -30' RCP ,SD102
-
�DRAINAGE•EAS'EMEN
.S 52°Ol'13" E 4.10'
73 12
I r i I r ` ems:--''--•--+l�T._-- ----- 'RCP SDI4a --- ------r--1--
DOUTLE
FES �'. ' ); , , R UCTUR �` ' ``, IL 'CURB&GUTTER
U CATCH B431N + CATCH BASIN
3" ORIIFICE ';.5 ` - `� r ` TP®G NTV. d0
, TP@GRATEIT.4
INV. 5.5 INv. too 0
_ _ - -' - - _ i I ,', , , ' ' - - ` ``� - ` `� � f r J{�V.=8.23' + N
(SEE OUTLET R. TITRE r r i .g
DETAILON SS -ETJ72'� 13
' RIP -RAP
r OUTLET
rn
' PRbTECTIObr •' Z ' ' ' ' 9,
-
r " +
i,f
- ro
5' rr
14
- _ , W 11 , , ,
WCATCH
`
y '�
ATCH)3A$7N
¢
ATCH BASIN,'
o¢
BASIN
TPO GRATE 17.5
`
TPGGFI� 17.5
in
TP 0 GRAT,E17.5
Din
INV. 10.8
INV. 1�.$I ,
INV. 12.9'
'
I
-'t'6r RCP
62'-15-RCP
_-8'�-24'RCP
-' _ --1-
Lj1112 ,'
SD110
SDI13
`DRAINAGE
�ft-77-77I ,
- - - _ -
EASEMEhI,
SURFACE AREA
ELEVATION MSL
FOREBAY S
MAIN POND S
TOTAL SF
-2
1932
10267
12199
-1
2300
11363
13663
-0.5
2491
11923
14414
0
2689
12489
15178
1
3107
13639
16746
2
3554
14818
10372
3
4028
16026
20054
4
4531
17265
21796
5
5D62
18533
23595
5.5
5338
21551
26889
_
6
5883
24947
30830
6.5
6196
25751
31947
7
6663
26982
33645
T5
7077
27951
35028
8
7503
29067
36570
8.5
7874
30067
37941
9
8228
31048
39276
10
8957
33033
41990
11
1 9714
35050
44764
11.2
1 9867
35459
45326
VOLUMES
VOLUME BETWEEN
FOREBAY
MAIN POND
TOTAL
(FT -FT)
CF
C
CF
2116
10815
12931
2495
11926
14421
0'-5'
19378
77555
W03
-2'-5'
1 23988
100296
124284
5'-5.5'
2600
10021
12621
5.5'-6'
280E
11625
14431
4-6'
29394
121W
1 H336
26588
110317
136905
5.5'-T
9001
36400
45401
T-9
7083
28025
35108
STO JAWATER POND DATA SU1111IM
TOTAL BUILT -UPON AREA (AC.)
7.93
TOTAL SW DRAINAGE AREA (AC.)
12.20
% IMPERVIOUS AREA
65.0
COMPUTED RUNOFF FROM 1" RAINFALL (CF)
42,182
PROVIDED STORAGE(CF)
45,401
REQUIRED SURFACE AREA (SF)
24,712
SURFACE AREA OF POND @ NORMAL POOL (SF)
26,889
SURFACE AREA OF POND @ STORAGE POOL (SF)
33,645
SW STORAGE DEPTH (FT)
1.5
NUMBER OF ORIFICES
1
DIAMETER OF ORIFICE (INCH)
3
ELEVATION OF ORIFICE BOTTOM (MSL)
5.5 _
STORAGE POOL ELEV. (MSL)
7.0
APPROX. TIM'- FOR DRAWDOWN (DAYS)
2.49
10-YEAR ROUTED FLOWRATE (CFS)
21 =_
FLOOD POOL ELEVATION @ Q10
10.18 '.
i
NOTES:
1. STORMWATER POND TO BE USED AS SEDIMENT BASIN DURING CONSTRUCTION.
STORMWATER POND MUST BE CLEANED OUT TO DESIGN CONDITIONS PRIOR TO
BRING USED AS A PERMANENT STORMWATER POND.
SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
......................... �w
y)
2. PORTABLE PUMP TO BE USED FOR EMERGENCY DRAINAGE OF POND.
■ .__----------------------
■ '
■
"
■ ■
1
t-T
r-■
3. VOLUME BETWEEN -2.0 AND -1.0 IS FOR SEDIMENT STORAGE. -1.0 IS USED AS THE
BOTTOM ELEVATION IN ALL CALCULATIONS.
■ 1
1
4. VEGETATIVE COVER ABOVE PERMANENT POOL SHALL BE BERMUDAGRASS SOD.
■ 1
1
• 1
1 ■
5. WETLANDS SPECIES ARE TO BE PLANTED ON THE 10:1 SHELF. THESE SPECIES
; ; ®
;
ARE: PONTEDERIA (PICKERELWEED), JUNCUS EFFUSUS (BOG RUSH), LUDWIGIA
A
■ '
'
(WATER PRIMROSE).
■ 1
1
■ 1
I •
PRECAST CONCRETE-i
i i
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........... �.•a■■�7......
{•
ELEV. 9.3II
ll` \ ELEV. 7.0
1 a
PERMANENTPOOI
ELEV 5.5
BOTTOM ELEV BOTTOM ELEV 525 �J{
PLAN VIEW
MANHOLE FRAME AND ORATE
GUARD
f. 10.25
OUTLET PIPE
ERT ELEV. 5.5
2-WEIR8 6" X 42"
ELEV 9.3
WEIRLEV
7.0
r
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., CRUSHED STONE
SECTION B-B SECTION A -
POND OUTLET STRUCTITRE
NTS
STORMW kTER POND
SCALE: 1 "= 30'
�� �� t �� �'"� 1 _ STAINLESS STEEL WIRE MESH
WITH MIN. 3M6" STRANDS AND
- 1" SQUARE OP€NS.
PLAN VIEW
MESH SHALL BE CUT
TO FIT IN SIDE TEE
21 f ..a,,.�_ m._M_ �..:.,_._R..�_<.»_.,_.._._ <.._._,• 1.._, ... n-._w-°.._- I '(- _< _._..a..,_,.._M <�...� .u.._.__ _ __ ; .1.._ $ `i 1
(
- _. •• SCH. 40 PVC ORIFICE PIPESEFTJO1A' -SEITVB-
SGAE. MOI,3 SCALE: H '30'
ERTI" 3 ERT 1-3'
18' t
PERMANENT POOL
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15( ` S_ \\� \ 3 - -k ( _ 1 - j15 1F _ d- ; _ ;. _15 3"x6"SCH. 40 PVC REDUCING TEE
\ V
SECTION VIEW
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`� °�T_' � � STORMWATER POND ORIFICE PIPE DETAIT
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12p' ( �� _ i- - 12 12- . 40'IWIDE RIP -RAP I12 NTS
s 1 _.. __ _ .\) # ! r ( s ; r /I AGENCY 9PILLWAY �-
( ( ' ) e R 010.6
EISTIN( GRADE EXISTING GRADE
40
� »-.._....>.,....,....-. .,.¢...._»,.,....,..,,,,,.. I # TOP OF BERM
cv
nir-RIP-RAP REST OF WEIR
Y S ORAGE POOL @ 7.0 [ / ( { S STO AGE OOL @ 7.0
t :. _._) 1 1 1 31 'IfSLOPE
1 ! / I 40' WIDE RIP -RAP 1 I ( g / UNDERLAY RIP SA
6 1 { _ 1 P [RMANENT POOL @ 5 t t / WEIR @ 5.5 16 6 ; ( 6 WITH FILTER CLOTH
r I PERMANE T POOL @ 5.5 1
{.a..u.__.,..,,x...e..,.._•.b,�.._.._._P,i,..�,,.-..,I ,F...__.,.,.._.._..-..__". <-......_..,..,".,_, _....,._=a,:�"... _v,_r. _-._s,,..-�.:,.. ._.A., '., _,.,.. ..w...-.. i,<.-,_...;..-,...F....,.....a...�..s..,..... w.„_,.v...�..,..�._,�;..,.,..,,
__V LONGITUDINAL SECTION VIEW
@10VEGETATIVE S ELF
! FRAM 5.0 06.0 - 1 _ __ _ ' - - ° > ) - - S / @ FROM
SLOPE 1 TOP OF BERM = 11.2
U ! MAIN POND # FROM 5.O TO 6.
S I _._.( a R I { 4.. a. j p
3 # $ MIN POND ) 9 i FOREBAY �V & s _ - _ - ( 3 REST of VYE1R _ 10.6
{ N € ii 3 3
I n ) ( ) 0) - I RIP -RAP
m _' _. ; __. _. __. ) :' 1 - •- _ E __-- D - - .. _. _ _ _ UNDERLAYSTONE
_ _.. :_... -. _... I _ 3 s I ;. y Cv -_ .. CU_- gk WITH FILTER CLOTH
CROSS SECTION VIEW
1
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I I EMERGENCY SPILLWA
3orM @ t.oOM@-1 A Y
1 NTS
I BOTTOM @ 2.0 (P a ( OTTOM @ TO s
i
y .OR SEDIMENT ORAGE) ( 1 i j ; _ (FOR DIMENT STORAGE)
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This drawing is the property of HOUSTON and ASSOCIATES, P.A.and
is not be reproduced in whole or in part without written permission from
HOUSTON and ASSOCIATES, P.A. a ld iigpg
ALL ROOM RESERVED
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This drawing is the property of HOUSTON and ASSOCIATES, P.A.and
is not be reproduced in whole or in part without written permission from
HOUSTON and ASSOCIATES, P.A. (C)Copyilolkl2000
ALL HNi1iRS-RF�EIi11ED
Data 4M D8
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NOTES:
EXPANSION JOINT TO BE A MAXIMUM OF 50 FEET.
ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
CONTROL JOINT SPACED
AT WIDTH OF WALK
R.
�V4
4 -1C i----- X,
. _ JOINT FILLER,
COMPACTED
ilbW
3,000 P.S.I. CONCRETE
BROOM FINISH
. o= EXPANSION JOINT. -6x6 W21 X W2.1 WWF'.'.
........... ..... ....... ...
1/2"
NOTE:
2" 1-2 BITUMINOUS PAVEMENT AND 8" ABC ON ROAD AND DRIVEWAY
1 1/2" 1-2 BITUMINOUS PAVEMENT AND 6" ABC ON PARKING AREA
Ij
A II A
PLAN B
A
L
CAST IRON HOOD, FRAME AND I
VULCAN ODEL' V-4000-1
OR APP�OVED EQUAL
SEE PLANS FOR PIPE SIZE
AND ELEVATIONS
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PLAN VIEW
ELEV. OF TOP
OF CURB
B" PRECAST CONCRETE
TOP WHEN REQ'0
PRECAST CONCRETE
BOX
CULVERT SEE
PLAN FOR TYPE
C:
CRUSHED BTONE
k[.
------------------------
SEE PLANS
FOR PIPE INVERT
ELEVATIONS
G:: •. CRUSHED STONE
_____________________-
COMPACTED SUBGRADE
I• � s • � e
• 4 4 • I< 4 * • y ,
1'.(;"� PRECAST
CONLAETE TOP
AS CUULVELVE
RT BEE
PLAN FOR TYPE
SECTION A -A SECTION B-B
r` 1
NOTES.
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS.
A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. INSH ALL CONCRETE WITH CURING COMPOUND.
4. 2" 1-2 BITUMINOUS PAVEMENT AND 8" ABC ON ROAD AND DRIVEWAY
1 1/2" 1-2 BITUMINOUS PAVEMENT AND 6" ABC ON PARKING AREA
NWAV �7e�1[ MU-01 toll 110M.-If IN
E NOTES
SEE NOTES
I
I! FOSEEPLA
R PIPE VERT • I^•*->�}+' J,
ELEVATIONS
rm--
t¢::::'^C4 L:•i:;; CRUSHED STONE
COMPACTEDSUSSRADE
SECTION B-BI�NB-BB-B SECTION A-
TYPICAL�Y
RATE INLET CATCH INLET AT H ST
L
SEE PLANS
FOR PIPE INVERT
ELEVATIONS
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.. .. ..... - A. BURY THE TOP END OF THE JUTE STRIPS IN A_....
, -.
TRENCH 4 INCHES OR MORE IN DEPTH.
`
'!
TOP ELEVATION OF STORMWATER
-.---------------�------------------ 1
--r
B TAMP THE
ROW TRENCH FELLA OF SOIL.
SPACING,URE .. y.• w-...,,;;'
WIT'
yI` ` r 'ti
4 INCHES DOWN FROM TRENCH. .' ' 't' ,✓� ;y.:.'
o-' Prl;x ' k tl
ay5 WASHED 1 MAX. w
.-.<r'..•W. t• rf/
(
...... STONE•'' a
y.
CHANNELSLOPE .EROSION
CONTROL N"RATIVE
E. OVERFALL w
14jt#�4 1
RIP RAP
C. OVERLAP - BURYUPPER END VERLAPLOWER •'• -_-, .'.'.Y -, .•
STRIP AS IN "A" AND'B" OVERLAPEND - - - - � - � �--
.., Pt.;':,R4s •IoP
' a�( � s
40,=�)i
CT N
P]R©�._. DUC�PiPTiO•
OF TOP STRIP 4 INCHES AND STAPLE. - ^'�
'14'= i< is +
of 4f'+ ' ' - OR WIDTH OF
VARIES
W -, --
t.-
EXISTING ; :i :n=r1 -ABC PROPOSED STREET,
ROADWAY= a ly 1= 1! 25 O" WHICHEVER IS
The subjectproject is located in southern Brunswick Count in the Town of Shallotte. Shallotte Family
7 Y, Y
s Is II Y
�/
'c� GREATER
N)
SECTION VIEW
entertainment Center is located off of NC 130. Stormwater from the project area drains to the Shallotte
River. The Sha o e Ivan is c aBB' as according to a an star
ll tt Et classified CSW the NCDEM"Classificationsd W
D. EROSION STOP - FOLD OF JUTE BURIED IN
SLOPES
Standards".
.�1�
rrc7ljl}1rkr;-EXISTING
SLIT TRENCH AND TAMPED, .' PP
DOUBLE ROW OF STAPLEi' N.
PLACE STAPLES 1.5
- . • . _ ' - • TO 6 FEET APART AS
tca * Kle - -
'I.t{i-=PlPfi ' • • • -
10' MIN.
B S©lIT� AND TERRMN
,.-.� w : - •' REQUIRED TO KEEP
THE JUTE FIRMLY
a` e
P 1r'al ,,
�15'-tl'-+I
PRESSED INTO SOIL.
an`E I°. �.,',or
NOTE HEIGHT & WIDTH DETERMINED BY
- . - • ,vj - - • � - -
sr
rs Lh>Fie,�F1.:e PLAN VIEW
5 1 SEDIMENT STORAGE REQUIRED
Theproject area slo es considerably from the southpropertyline to the northpropertyline. The 84jL
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, f:;1 *'
Survey of Brunswick County classifies the soils resent as Foreston: moderately well drained soils that
Y p Y
_
• - ` .-�' TYPICAL STAPLES
s....:.;..P�l
`
consist of loamy fine sands.
.
-' • v` - - #6 GAUGE WIRE
' -
NE W CONSTRUCTIONS
EXISTING ROADWAY
< F5 WASHED
`
> • STONE
C. BROINAN CONTROL IMMUBEB
.. .. -
1.5"FRONT
_..., ...v
The primary land disturbing activities for this project are related to construction of the buildings,
VIEW
SECTION VIEW
parking lots, sidewalks, and the installation and construction of the storm drainage system. To prevent
F. PRESS ENDS OF JUTE 4 INCHES INTO THE SOIL
sediment losses to off -site areas during and following construction, the following measures shall be used: silt
AROUND STRUCTURES AND STAPLE SECURELY.
TYPICAL CHECK DAM DETAIL
fencing, seasonal grassing, construction entrance, inlet protection, outlet protection, vegetated swales with
JUTE THATCHINGSTABILIZATION DET II.CONSTRUCTION
ENTRANCE DETAIL
non -erosive velocities, temporary sediment trap and a storrawater pond.
NTS
NTS
NTS
INSTAIJ ATION OF JUTE THATCHING IN SWALE
pNel w STEEL POST
5'- 125 FT. STEEL
tzar r
�ia
TIN GROUND
°T° POST TIN GROUND
'� ""�" -
WOVEN WIRE FENCING AS REORD.
•- 4' MAX. SPADING
WHERE APPLICABLE
- (SEE NOTE It 6.)
l - '1
- - SILT FENCE FABRIC
r A5 OR M57 WASHED STONE 1
EBQION CUNTB,.OL. G�lI1I�)t,AI. NOTES
Jute thatching shall be used in swples where the slope exceeds 0.015 (L5%)
MIN. 12 M GA.
INTERMEDIATE FILL SLOPE
( -. � .
.. . -. .: ... :.:.
I - - ' •. •) -
1. All construction activities shall be performed m compliance with the Sedimentation Pollution
SPECIFICATION GUIDE
wIRE
19- W/
I _ _, GAUGE DOOPENINGSTH
-_--
Control Act of 1943.
r
2'-0° 2 FLAP UND€R STONE
A. Preparing a channel and seeding: To prevent meandering . slope channel to canter to confine low Howe tothe
-; - •
-
::.
k = a I I - - :.,1 v' -• :z : ','18° 2�
disturbing activity to b planned and conducted to limit exposure to the shortest 2. All land diet a it is a la expos t
channel where thatching will be laid
GRADE :
. MIN. COMPACTED FILL OVER SKIRT`
.:'.?.:::'<' I I `•
I;r'i...:i-_ ..'. " :='7.':i.i :.....-
1
feasible time.
1. Fertilization -Lime and fertilize as specified in "Seeding Schedule". Disk as needed but do not eultipack.
... -4 '. ANCHOR SKIRT WITH MIN r LONG
WIRE STAPLES ®12" O.C.
I I -...
( I I :;<• i;--% ;'� s,.; �f-; ' •' , i
A�:��::: ..1A Fi•sY. \t4T.
.
2. Vegetative Sprigging -Plant grass sprigs or similar material before the thatching is put down. Spacings for
- - - OR REPAIR OF SILT FENCE FAILURES,
-¢113E C57 WASHED STONE IN LIEU OF
11
;• ( I ) z _ -
3. All construction sites and severely eroded areas shall be stabilized by the establishment of a
COMPACTED FILL
I i N
permanent and cover.
Per nt ground
planting may vary. Suggested maximum is 10 x 20 inches.
( no," now
3. Seedings - S❑ht the application. Sow half the seed before placing the thatching. Plant the remaining half after the
FRONT VIEW SIDE VIEW
I w
k - I I - _
( )
4. As soon as all areas are permanently stabilized, all permanent measures have been installed, and
thatching is laid.
f 1 3
final approval is received by the Erosion Control Engineer, erosion control temporary measures may
I I
be removed.
B. Laying the Thatching: The thatching shall be laid on loose soil after all rocks, clods and sticks have been picked up
1 Install six fences as shown on drawing and at ccations necessaryro contra siltation of adlacent areas.
Steel be Tin length be of the sen fastener angle type.
I
that would prevent contact with the soil surface.
P
poets shall and
to ASTM AT 16 for Fabdcsml
.' L - - - - - - - - - - - - --
=-�• :l un
5. Over the life of the project, the Owner shall make periodic inspections to evaluate the success in
P] P P
2. Woven Wire fencti where required Note#4, shall conform class galvanizing.
re, q ( n re
be a minimum of B2' wide and have a minimum of 6 line wires with 12° stay spacing. The tap end bottom wires shall.;:
a
`-':;:;'=':;':::.;:<::'
controlling of soils to off site If found is taking the
strip coincides
1. Start laying the thatching from the top of the channel and unroll down grade so that one edge of thep
be f o e and IMem edete w ea shall be 12-Ire
gage, gauge..
:-': :::..::.:..::.
(,;:;?: .)
erosion areas. areas are where erosion place,
with the channel center. Lay a second strip parallel to the first on the other side of the channel and allow a 2 inch
3. Filter fabric shall be of nylon, poty. ester,pr opylene or ethylene yarn with minimum strength of 30lb.Ain. in., and a
plaster,
Owner shall take the necessary measures to remedy the situation.
overlap. If one roll of thatching does not extend the length of the channel, continue downhill with additional rolls.
minimum s5%fiaenrg effiorency. contain ulbavlolet Inlxwrt«sand statxilizens.
P
Securing the Thatching -Bury the top end of the jute strip in a trench 4 inches or more deep. Tamp the trench full
- 4. 1 filler fabric is used with a strength of 50 Iollin. in. or ggreater, and the poet spacing (S) does not exceed 6', woven
wire forcing Is not required. Otherwise, woven wire foul is required, and post spacing shall not exceed B'.
I
-------�'-�'��"�-"�`-�--�-�- --� - --�- -----^-�- -- --� �-•-"
. . . . . . . . . . . . I. . .
2. of soil. Reinforce with a row of staples driven through the jute about 10 inches apart. Then staple the overlap in
the channel center. These staples should be 3 to 4 feet apart. The outside edges may be stapled similarly at any
PLAN VIEW SECTION A -A
time after the center has been stapled. Closer stapling along the sides is required where concentrated water may
flow into the channel
Where one roll of thatching ends and another roll begins, the end of the top strip overlaps the trench where the
STANDARD TEMPORARY SILT FENCE
TYPICAL CATCH BASIN PROTECTION
�i�NST�sUCTIQIv1'iai1�
SEQUENCE
upper end of the lower strip is buried. Make the overlap at least 4 inches and staple securely.
NTS
NTS
W L' 1\:Cis
Erosion Stops - At any point the thatching may be folded for burying in slit trenches and secured as were the upper
1. Obtain approval of the Erosion Control Plan from NCDEHNR-Land Quality Section.
- - - - - - - -
-
3. ends. This checks water flow and erosion that may begin under the matting. It also gives improved tie -down. The
procedure is recommended on steeper slopes and gentler slopes of sandy soil or areas subject to seepage. Spacings
Of stops vary from 25 to 100 feet.
NOTE: HEIGHT 8 WIDTH DETERMINED BY 5'1
2. Install the construction entrance.
EXISTING TOPOGRAPHY AND
seolMENr STORAGE REQUIRED I I 1
Diversions - Where diversion terraces outlet into the waterway, the outlet should be protected with thatching used
NOTES.
3. Install temporary silt fences.
4, in the same manner as in the main channel. The thatching for the outlet is laid first so that thatching in the main
the
1 Vigorous stand of permanent grass cover shell be established as soon as possible along the Center line and
banks Where banks be adequately stabilized with vegetation, linter as
o,
channel will overlap outlet strip.
of channel. cannot an artificial such
rip -rap shell be [lead to protect the banks.
'me
x
3800 GU FTIACRE ¢
4. Construct Stormwater ponds.
Thatching -Soil Contact -Get contact between thatching and soil by rolling at right angle after laying, stapling and
2 Where 9ka��pp,e of channel boom exceeds 1.5%, thatching, or other effective channel lining material, as well
s bermlitlq®rass sod shrill be used to protect net gentler line to a point 4' on each side of center.
2 .STOIV .7
5. seedin to complete. Perfect contact is vital to keep water flow over not under the thatching.
g P P
(Sea'Inaglletion of Jute Thatching in swales.")
I
` n
. . - .•
u a e arkin a tru ve et
5. Rough grade parking and construct vegetative Swale.
Staples - Hairpin -shaped wire staples, number 3 gauge; S and 10 inches long have been used. The longer staples
6. are used in loose or wet soil. Wire staples are better than wooden pegs because the staples can be driven flush with
;•...t„
FILTER FABRIC
6. tart construction o building.
the matting. Wooden pegs extend above the thatching and may catch trash that diverts water flow out of the
3 ,,,,,�
f �"
CROSS SECTION
thatch protected channel. Wooden pegs may also set up a damaging turbulence.
f
7. Install storm drainage system, and utilities.
Inspection: After job completion, make sure the thatching is in contact with the soil at all places and the critical
1 MAX ?,,... .4 ,..>"
EMERGENCY BY-PASS s"
BELOW SETTLED TOP OF DA
C. areas are securely staple down.
5
8. Complete Parking and Building.
t 4' MIN
'� v4* .l J v 11❑ %k! I aR M1'LY 1s'''l R�ti �i\11R.\:
9. Within thirty days following final construction activities, seed and mulch disturbed areas
VEGETATIVE SWALE
r
" _ ; ' f
which will not be built upon.
TYPICAL
x ,,,
¢ STONE c < 2:1 SIDE SLOPE MAX
SRIEDM SCH)JDZ7LT
NTS
N FILTER FABRI '~jf 1:1 SIDE SLOPE MAX
10. Maintain temporary erosion control measures until permanent ground cover is
established.
1. All disturbed areas due to construction and any severely eroded areas shall be stabilized by the
3' MIN. NATURAL GROUN
establishment of a permanent grass cover. The seed species shall be selected based on the type soil present,
11. Obtain certificate of compliance through an on -site inspection by NCDEHNR Erosion
seasonal conditions and other considerations. As an alternative, the contractor may use the methods and
STONE SECTION
schedules shown below; however, it is recommended that a specialist be consulted with attention given to site
Control Engineer. Contact person is Mr. Dan Sams, 910-395-3900.
specific conditions.
La
77
TYPICAL TEMPORARY SEDIMENT TRAP
12. Remove temporary erosion control measures and stabilize these areas immediately.
a. Cultivate area to a depth of 5 inches
NTS
b. Apply agricultural lime at the rate of 4000 lbs. per acre
c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre
d. Sow grass seeds at the following rates:
SEDIMENT TRAP CONSTRUCTION NOTES.
Kind Nate PexA rC�P
1. CLEAR GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS
OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. RAUL ALL OBJECTIONABLE MATERIALTO THE DESIGNATED DISPOSAL AREA,
Common Bermuda Grass
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL.
unhulled 25 lbs.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT B INCHES TO ALLOW FOR SETTLEMENT.
hulled 12 lbs.
RIP -RAP DISSIPATION PAD 3
3 CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIP RAP AND THE SOIL FROM PIPING BY USING FILTER
PensacolaBahiagrass 501bs.
FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIP RAP STRUCTURE AND THE SOIL
Korean Lespedeza 25lbs.
PROPalo9E�-CPTION
PLACE THE FILTER FABRIC BETWEEN THE RIP RAP AND SOIL EXTENDTHE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR
Tall Fescue 30 lbs.
EXCAVATEAKEYWAYTRENCHALONGTHECENTERLINEOFTHESPILLWAYFOUNDATIONEXTENDINGUPTHESIDESTOTHEHEIGHTOFTHEDAM. THETRENCH
SHOULD BET LEAST 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE SLOPES.
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT
e. Mulch with straw at the rate of 3250 to 4350 that per acre.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:I OR FLATTER.
f Anchor straw with asphalt emulsion tack Coat applied at the rate of 300 gallons per acre.
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3 FT AND MAXIMUM SIDE SLOPES OF 1'.1 THAT EXTEND
TO THE BOTTOM OF THE SPILLWAY SECTION.
2. Where it is not possible to establish a permanent grass cover in a reasonably short period of time due to
PLAN VIEW
T CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER
FILLED EMBANKMENT KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND
seasonal considerations, a temporary grass cover shall be established. The temporary cover shall include the
CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY
planting of annual grasses or small grains such as rye grass. Temporary covers Shall not eliminate the
a MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH Ad50 SIZE OF 91NCHES (CLASS B EROSION CONTROL STONE IS
RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE
requirement for permanent grass cover. Where the season or other conditions are not suitable for growing a
MEDIUM STONE DIA. d50
LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT
temporary erosion resistant cover, mulch may be applied; however, mulch used alone shall be for the shortest
MAX STONE DIA. dmax
a ENSURE THAT THE STONE SPILLWAY OUTLET BECTON EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED
time practical. A temporary or permanent Vegetative cover shall be established as soon as conditions are
SLOPE 0% FLO
-
AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM KEEP THE EDGES OF THE THE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING
GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM.
favorable-
�,y1f;'{' -
-
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
G
UNDERLAY STONE. APRON THICK
11 STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION.
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of vegetative cover.
WITH FILTER CLOTH
SECTION VIEW
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL (ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN
THE FIELD.
4. Irrigate as necessary to optimize plant growth-
MAINTENANCE
,^
L /
OUTLET PROTECTION DETAIL
INSPECT NAL
DIMENSIONS WHEN THE SEIDIMENTENT �HAS ACCUMULATED TO PS AFTER EACH ONEHAIL THE DESIGN D OF SIGNIFICANT IDEPTH OF NFALL THE TRAP. VE I PLACE THE SEDIMENT THAT MENT AND RESTORE THE AIS REMOVED IP TO ITS N
NTS
DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.•
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT
O
BELOW THELOW POINT OFTHE EMBANKMENT IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE, ANYRIPRAP.
DISPLACED FFK3M SPILLWAY MUST BE REPLACED IMMEDIATELY
d60 La 3Do W dmax Apron
Thickness
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTHTHEAREATO
L0
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY
(ft) (ft) (ft) (ft) (ft) (ft)
nre: 4/28108
All Rip -Rap at Pepe Outlets 0.4 8 4.50 9.50 0.80 0.90
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