SW8070685_APPROVED PLANS_20071016

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C)1 AS
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
266T t O l (O
YYYYMMDD

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0 P I D S !\\ \ X. \ \ _.._..�.._.._
\ xo.a6 x3.60 `-WILMINGTON HOLDING
I j 0.04E ACRES CORP.(65/69th interest) o VEGETATIVE FILTER DATE 06/18/07
AAl R/W OF COASTAL 1 0.011± ACRE \ \ I and TANLEX CORP. _ :
WAVE MON.177-22 Xlz1 LOT 21 �\1= �CQ
••�•• (4/69th interest) „/ •,� \�� \ F F E INFILTRATION AREA
WETLANDS OF COASTAL�a.95 NOW OR FORMERLY BOOK 2305 PAGE 0038 �� I v,I OF,
I ATTENUATORS I I ' WE`TLANDS i-WILMINGTON HOLDING CORP.(65/69th interest) a � PROPOSED STORM DRAIN goo CA
1 II \\ and TANLEX CORP.(4/69th interest)- ••\•I o�n� 0� \ -83^- \ �+ STORMWATER FORCEMAIN .�`SS
Ia DILAPIDATED PIER t xo.oz \x-a9a BOOK 2305 PAGE 0038 oltr - -- - - ZI LP\� X\\
\\ ® STORM DRAIN INLET 0
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ATTENUATORS �I oP \ %) / '�.,�FLL1P=�,,.•`
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\
^�/ ► __- /\���� �, SCALE: 1" 50'
NOTE: ALL RUNOFF FROM IMPERVIOUS AREAS
SHALL BE DIRECTED TO THE STORMWATER 0 50 100 150
CORRECTION SYSTEM.

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ill, BUFFER INV=14.55 r ,9 -_�``` TG=17..7 I 30' R/W 'ro'
INV=14.75 MAP CA INEr 1 PAG 441
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, i35'39"W 1033.87 _----------- =_-- - -
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TRACT 3
RETAINED BY DEVELOPER MAP CABINET 24 PAGE 275
92� ^,93,r �94� �95^� (SHEET 6 OF 7)
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PROPERTY LINE
WETLANDS
FLOOD LINE
VEGETATIVE FILTER
INFILTRATION AREA
PROPOSED STORM DRAIN
STORMWATER FORCEMAIN
STORM DRAIN INLET
EXISTING CONTOUR /
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION ® GRADE
NOTE: ALL RUNOFF FROM IMPERVIOUS AREAS SCALE. 1 " = 50'
SHALL BE DIRECTED TO THE STORMWATER
CORRECTION SYSTEM. 0 50 100 150
II 06193 1
DES. JPN
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\ \-WILMINGTON HOLDING
0.04f ACRES \ Xo.a6 I \ \ CORP.(65169th interest) o o I Rr /�
OF COASTAL ` 0.01�It ACRES j and TANLEX CORP. Q�
LOT 21 (4/69th interest)^ m)z 0
NOW OR FORMERLY \ \
WETLANDS OF 'COASTAI�o•95 \,\ �'•\ I BOOK 2305 PAGE 0038 �n'j'�7%
' WETLANDS I-WILMINGTON HOLDING CORP.(65/69th interest) o'� -
DILAPIDATED PIER \ and TANLEX CORP.(4/69th interest) \,I o.D� _ I �� 183- \
AND FLOATING II \ BOOK 2305 PAGE 0038 a _ o�v>_ - - - \C\
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SCALE: 1 " - 50'
0 50 100
06193
DES. JPN
GKD. JPN
DRWN. PAS
DATE 06/18/07 1
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BOTTOM DIMENSIONS ARE 60 FT. WIDE x 175 FT. LONG
STORAGE BASIN CROSS SECTION
N.T.S.
ACCESS MANHOLE TOP OF BAFFLE
COVER &FRAME � �ELEV.=10.00
TOP = 11.00
42" RCP BY-PASS
INV=7.00
, 1
P
42" RCP TO STORAGE
INV=4.10
B
10'x8'x7'BOX OTTOM= 4.10
SECTION
42" RCP TO STORAGE
ACCESS MANHOLE
COVER & FRAME
42" F..,, -1 1—
42" RCP FROM
DRAINAGE SYSTEM
12" LIP ALL AROUND
FOR ANTI -FLOATATION
TOP VIEW
STORMWATER INLET & BY-PASS STRUCTURE
111 PSI
CONCRETE
SECTION
ELEV. 11.00
NATURAL
GROUND LEVEL /ice
ELEV. 4.00
SECTION A -A
Q
�,51 15' K1.51.
PLAN
EMERGENCY OVERFLOW DETAIL
N.T.S.
NTS
42" RCP FROM
DRAINAGE SYSTEM
BAFFLE WALL
FLOW
SPREADER
•' MANMADE
50 FOOT
VEC, FILTER
VEGETATIVE FILTER
NTS
DISCHARGE PIPE
ALLOW OUTSIDE
SPACE IN
EXCAVATION TO
CEMENT DISCH.
PIPE IN POSITION
PUMP � f
TANK
ACCESS HATCH
32"X48" W/ BILCO
#Q-6AL OR
APPROVED EQUAL
STORMDRAIN
LINE IN PIJ��V AN
HATCH
6° MIN. HANDLE 1
TOP ELEV=11.00
15" BY—PASS
INV.=4.00
PUMP DIS.
12" PERFORATED
PLASTIC PIPE
WEND CAPS
6" CLEANOUT
ELEC. & PCS.
SYSTEMNOTES GROUND Si#8ECU.,i/2F C. W/ 3/4' CU.
CLAD DRMEN GROUND ROD
SERVICE 100 A., 3PH. 4W,120/24OV.
PANEL 100A 3PH. MU) CU BUSS, NEMA 3R ENCL
W/ LOCKABLE DOOR, NQOB
CIRCUITS: 1-3P, 75A BKR,34, W/GRND,CONTR. CAB.
1—iP, 20A BKR,2 12, W/GRND, RECPT.
4° FORCEMNN 1—iP, 20A BKR,2 12, W/GRND, ALARM
1-1P, 20A BKR, SPARE
THE RECEPLIS MTD. ON SIDE OF POWER PANEL
OR AS READ, AND W/ WATER PROOF COVER
PROVIDE SEAL —OFF FITTINGS ON ALL CONDUITS
CONNECTING TO LIFT STA.—GAS TIGHT
PROVIDE NEMA 4X CONTROL PANEL W/
HOA SWITCH. NOTE: THE CONTRACTOR
SHALL VERIFY AVAILABLE POWER, VOLTAGE,
ETC. PRIOR TO ORDERING EQUIPMENT &
ADJUST CIRCUITS AS REQD.W/ENGINEER
APPROVAL. ALL WORK PER CURRENT
NEC. SEE SITE PLAN (ELEC) FOR ELEC.
SOURCE.
ELEV.=18.0t
450'
IN FILTER FABRIC
0
d
INFILTRATION AREA CROSS SECTION
NTS
NOTE: BASIN IS 144 FEET LONG.
All rn nnn n\in
INFILTRATION AREA PLAN
NTS
DISCHARGE PIPE
ALLOW OUTSIDE
SPACE IN
EXCAVATION TO
CEMENT DISCH.
PIPE IN POSITION --__
PUMP
15" BY-PASS
TANK
ACCESS HATCH,
32"X48" W/ BILC0
#Q-6AL OR
APPROVED EQUAL
ALARM UGHT, MAY ROTATE 90d INCREMENTS
CONTROL PANFLNEMA 4X
CONDUIT(S)
UNISIRUT,HfAW DUI ,°HOT DIP GALV.
FRAME ST BURY, 12 DIAL CONC. ENCASE
vF F 6° MIN.
TOP ELEV =11.00 TOP ELEV:
STEPS
0 121 O.C.
3' MIN. PUMP DIS.
SHWT = 13.00'
2"x12" TEE JYP.)
.ANOUT
12" PERFORATED
PLASTIC PIPE
TYPICAL
ELEC. NOTES do
8 SYSTEM GROUND 1 CU.,1/2' C. W/ 3/4" CU.
CLAD DRMEN GROUND ROD
SERVICE 100 A, 3PH. 4W,120/24OV.
PANEL 100A 3PH. MLO CU BUSS, NEMA 3R ENCL
W/ LOCKABLE DOOR, NQOB
CIRCUITS: 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB.
1-1P, 20A BKR,2 12, W/GRND, RECPT.
8" FORCEMAIN 1-1P, 20A BKR,2 12, W/GRND, ALARM
1-1P, 20A BKR, SPARE
THE RECEPLIS MTD. ON SIDE OF POWER PANEL
OR AS READ, AND W/ WATER PROOF COVER
PROVIDE SEAL —OFF FITTINGS ON ALL CONDUITS
CONNECTING TO UFT STA.—GAS TIGHT
PROVIDE NEMA 4X CONTROL PANEL W/
5 HOA SWITCH. NOTE: THE CONTRACTOR
STORMDRAIN SHALL VERIFY AVAILABLE POWER, VOLTAGE,
LINE IN ETC. PRIOR TO ORDERING EQUIPMENT &
ADJUST CIRCUITS AS REQD.W/ENGINEER
APPROVAL. ALL WORK PER CURRENT
NEC. SEE SITE PLAN (ELEC) FOR ELEC.
SOURCE.
PLAN ALARM LIGHT, MAY ROTATE 90d INCREMENTS
CONTROL PANEL,NEMA 4X
CONDUIT(S)
UNSIRUT,HfAVY DUTY, HOT OP GALV.
HATCH FRAME, 30 BURY, I? DLA CONC. ENCASE
HANDLE
TOP ELEV=5.50
STEPS,
0 12'
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RMDRAIN IN STORMDRAIN FORCE MAIN, SEE PLAN FOR SIZE
STO
I (SEE PLAN FOR 4' FORCE MAIN, SEE PLAN FOR SIZE 8'
IN
F2 i SIZE) FROM PLAN
AND CONTINUATION n ORSEE SIZE) �' AND CONTINUATION
STORAGE AREA 06193
i 8'-0" DIA PRECAST8'-Om CIA i 12' UP ALL AROUND 1 CONCRETE PRECAST
F1 I i 12° UP ALL AROUND 1 CONCRETE I I I i
BOTTOM ELEV=1.00 _ .00 = _ .00
DES. JPN
BOTTOM ELEV. 1 BOTTOM f1LV. 0.00 •� BOTTOM ELEV. 0 CKD JPN
OQ
'Of— 8'-0' ORWN. PAS
STORMWATER GRINDER PUMP STORMWATER GRINDER PUMP
SECTION TO PUMP 110 GPM 0 30 FT TDH SECTION TO PUMP 600 GPM 0 30 FT TDH DATE 06/18/07
20 TURN ON LEVEL= ELEV 10.00 USE TSURUMI MODEL KTV2-22 20 TURN ON LEVEL= ELEV 3.50 USE TSURUMI MODEL KRS2-85
10 TURN OFF LEVEL= E.EV 4.00 1l TURN OFF LEVEL= ELEV 2.50
,v�\\Noltntltlq ,.
C
s o<i
STORMWATER PUMP STATION #1 DETAIL STORMWATER PUMP STATION #2 DETAIL
y N.T.S. N.T.S.
FAQ �s
SYSTEM OPERATION: SYSTEM OPERATION:
1. PUMPS ARE ACTIVATED BY TURN ON FLOAT AND OPERATE IF BOTH OF 2 1. PUMPS ARE ACTIVATED BY TURN ON FLOAT AND OPERATE IF BOTH OF 2
CONDITIONS ARE MET. FIRST IS SIGNAL THAT ON LEVEL HAS BEEN REACHED. CONDITIONS ARE MET. FIRST IS SIGNAL THAT ON LEVEL HAS BEEN REACHED.
SECOND IS 24 HOURS HAS PASSED SINCE SYSTEM HAS OPERATED. SECOND IS THAT THE STORAGE AREA IS NOT FULL.
2. PUMP WILL CUT OFF AT TURN OFF LEVEL. 2. PUMP WILL CUT OFF AT TURN OFF LEVEL OR SIGNAL FROM STORAGE AREA
THAT IT IS FULL.
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N ' N I YELLOW /�a
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SIGN
I e•a �
' l I rq NOW OR FORMERLY L I
T� r i-RICHARD S. PACULA- ,
r
BOOK 0415 PAGE 0359
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w I I I' e'x}P : - l x 9T'§ / \ \ B83 E E F xs,7i "f ( i' 1 STORMWATER 18 RC
ell
I 1. __ sj5_ , \ y I .zaa / 58 i g3 // x3.a / E k t E ' I•' / swF11
_ - r ,\t o; PUMP STATION 1
�: \ \ .z� % k k OS / / INLET \ I - i \\
---�_'S�{,3,\�y �. \\.( 1��'\ F.. k_ E / I SP DER/ i \-' 1 I = l 1
256 I I M93 \ - 4 I' / 03N I b41 J51 2.7r ' /' \\ \"\ \\\\, • �3•e7 . 42" RCP STRUCTU ' ` \-' I I I \ n INV 13.00 / 5 RCd 1 P
v 1 \ y{ 50 VEGETATIVE /
x4.81 \ i \\\ s.71 FILTER - - - /42 BY PASS 42" RCP 42 RCP /
I , 1 � �i 1 2. al �l I i96�.';_ � ��J / � Z:43 - - - + - - �' -'• - - - - - - - - � / STORMDRAIN "
BU / _ �\ y 2.1 I \� \ AA / 4.00 x10.61 x10.4�'j,1/ rx14.3
✓ 7'q `Y 0. 2 x 1 kS•�+p�� / 13 » -_�'
' •' •5 2.42 �• c�2 DA - �! \ \ 6. y ( v�r-\•ES-- x6.25
:s . Ce �.: l ',, ; :. ,r 3.49• x4.31 WETLY - ` =-_x7_ _ - - - - -
\ L 6 N.-r' < :':.,. -1 _� a / x7aar--«l�sa-- --- - - - ---- ------c==--- -__ ----- _ -
..a..•�-Y:.. +'<r \ 0.92 13 \ \ /
. s= :.s.-�;4` 4959"W-Yo-
\\ z.to`\ \\ \\x•ioo�
•0¢ yc3.92
�C� / _ �_-
o � �� \ 53 `\ \ / - S0642'44 W 420. 1' ��-x / _ i 1' STRIP RESERv PER MAP CABiNET�2
(� ,r SDMH xto.59�
( \ \ \ \ \ 6B _ TOP=11.00
D N.
I \ \\ \\ xa.i2 / TOP=10.00
\ v \ \ J INV=6.50
xLLoe INV=6.70 �l
---_.95 \RESERVEDI LOT 20 O
--x3
\ \3.86\ 1 ' STRIP PER
x
`\ MAP CABINET 20 PAGE 78 NOW OR FORMERLY
0
\\ \ x3.60 �wILMINGTON HOLDING
I j 0.04f ACRES \ x0A6I CORP.(65/69th interest) o 0
MON. 177 22 OF COASTAL 1 0.016 ACREtxL21\ LOT 21 I and TANLEX CORP. m'1
WAVE 1 ' �• (4/69th interest) -
WETLANDS OF 'COASTALt 0.95 NOW OR FORMERLY I LANDS BOOK 2305 PAGE 001 4��'a�
I ATTENUATORS I I WE'LTI �WILMINGTON HOLDING CORP.(65/69th interest) a
i 1 I 1 \ and TANLEX CORP.(4/69th interest)-
is ( DILAPIDATED PiER I x0.02 \\x-0.94 BOOK 2305 PAGE 0038
I AND NFLOATING
x-o.z1 xo.16
FINGER \-------------- //------------ ml
WAVE \\ X-a,91 \ = III o I �:
I
ATTENUATORS
1 \ \\\\ \ -22-
\ a
2y \\ \\ 9 1 0 \ t
�{--,
x73 'S(1\\ IQ 3�18.28 x18.73 V x17.17/ xM633 /x17,09 xI, x CI
;It .74� 1 •7¢.�T TRACT '�� �/ \1 TG=17.56
14 i� x 515\�\�� 6 xlaa�' 571W, BUFFER INV=14.55
1/
%lsss S99 35'39"W 1033.87'
0 PAG 78 � __- ____ =- -
- - - - - - x17.84
CI 1
TG=14.50-
WV=5.50
vpe��r \
\
�4) \
I veil
-81
NOTE: ALL RUNOFF FROM IMPERVIOUS AREAS
SHALL BE DIRECTED TO THE STORMWATER
CORRECTION SYSTEM.
LEGEND
-- -- --- PROPERTY LINE
W W W W W W W W WETLANDS
-••-•• FLOOD LINE
VEGETATIVE FILTER
...k..++..++Fk E INFILTRATION AREA
PROPOSED STORM DRAIN
svF,t m31 STORMWATER FORCEMAIN
® STORM DRAIN INLET
------------C--------- EXISTING CONTOUR
x 7.84 EXISTING SPOT ELEVATION
15.50 PROPOSED SPOT ELEVATION ® GRADE
SCALE: 1" = 50'
0 50 100 150
06193
DES. JPN
CKD. JPN
DRWN. PAS
DATE 06/,18/07
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