HomeMy WebLinkAboutBono Sunoco- Fiberglass Tanks & DetailsI
1
i
1
I
31'-I1 1/4" DAL
27'-2 1/2'
20'-11 1/8'
11'-0 1/8'
4'-8 3/4' O
LIFT. LUG
TO BE LABELED 10.0.4
'SUB PUMP END'
TO BE LABELED
6'-9 7/8', - I 'FILL END'
13'-9 5/8'
18'-1 5/8'
25'-1 3/8'
12' X 12' DEFLECTOR PLATES
10,1001 GALLON 12 GA. (TYP)
26'-5 1/4' DAL
21'-8 1/2' �1
18'-2 5/8'
8'-2 5/8' in
4'-8 3/4' B-1 B-2 O
LIFT. LUG
I
TO BE LABELED
'SUB PUMP END'
I ; TO BE LABELED
6'-9 7/8' ' o
'FILL END' o
11'-0 1/8' :�r
15'-5 1/8"
co
19'-7 3/8'
12' X 12' DEFLECTOR PLATES
8,000 GALLON s 12 GA. (TYP)
20'-11 1/4' DAL _!
16'-2 1/2'
14'-1 3/8'
6'-9 7/8', Lo
4'-8 3/4' B-1
`I T � LIFT. LUG t
I ,
C
I
TO BE LABELED
'SUB PUMP END' I
1/8' ' TO BE LAQELED o
- ' 'FILL END'
15'-6 1/8' m
122X 12' OEFLECTDo PL,^ -TES
6,000 GALLON * 12 Ge-. (7v-
21`0 1/4" DAL
16'-11 3/4'
14'-9 7/8'
6'-2 3/8'
t
4'-0 1/2'
B-1 LIFT. LUG
TO BE LABELED
►$�'SUB PUMP END"
o i
TO BE LAS,LED i~
4'-9 1/8" 'FILL END'
16'-3 1/8' _I
i
1
12' X 12' DEFLF-TCF PLATES
* 12 GA. '7`'P;
4,000 GALLON
11-7 1/8' OAL
'
14 9/16' 4`-7 2'-9- 22 14 9/16■
!
LIFT. ,
LUG ''O' o
co
2' X 12' DEFLECTOR PLATES
1,1000 GALLON * 12 GA. (TYP)
6' NPT MONITORING PROBE/VES. (12" NPT ON PRIMARY TANL: ')
22" MANWAY W/3-4' NPT FITTI^:_3S e 120',
FITTING r 12 1/4' CENTERS (3-'OEP'LECTOR PLATES REO'D)
22' MANWAY W/2 - 4' NPT FITTI";GS IN LINE,
FITTINGS e 15 1/2' CENTERS (2 - DEFLECTOR PLATES REV"'„
22" MANWAY W/3 - 4" NPT FITTINSS IN LINE
FITTINGS 0 7 3/4" CENTERS (3 - DEFLECTOR PLATES GEG'C.1
6' NPT (2' NPT ON PRIMARY TAVK) FITTING W/C. I. PIPE ?_
DOUBLE WALL FIBERGLASS STORAGE TANKS
NOTES:
o HOLD DOWN STRAP RIB LOCATIONS ARE INDICATED BY ARROWS 0-11-0
ON TANK WALL WHERE HOLD DOWN STRAPS MUST BE INSTALLED IF REOJ'�
DO NOT USE STRAPS OR CABLES BETWEEN RIBS ON TANKS.
O DEFLECTOR PLATES ARE LOCATED UNDER ALL TANK OPENINGS.
o MANWAYS CANNOT BE LOCATED OVER END RIB ON ANY SIZE TANK.
Q USE INSTALLATION LIFTING LUG(S) TO LIFT TAk - DO N_;-
USE CHAINS OR CABLES AROUND TANKS.
o INSURE THAT TANKS ARE LEVEL DURING INSTAL_AT-_ '".
o TANK MANUFACTURERS INSTALLATION INSTRUCT: -'.c- FOLLOW.7C.
e SEE PLOT PLAN FOR LOCATION, GRADES, ELEVA %Q,
o ALL DROP TUBES TO END 4' MIN. FROM BOTTO?" C- .T�' <:
0
0
SEE DET.1 SEE C
& OE]
0
SEE DET.2 SEE
TANK OPENING LOCATIONS
2' MIN,
• 4' MAX.
4' FUTURE -
ELECTRONIC
GAUGE
r , 22" I.D. MANWAY
5 1/2' —'( 8' ACCESS 'PORT'
2 112' IN 30' MH COVER --� --
� � 3' MANUAL GAUGE
FLOAT --VENT VALVE
OR VENT
ATRLEADED TANK
i
4' FUTURE ELECTONIC GAUGE
12' SPILL CONTAINMENT M.H.
& 4' GALV. FILL PIPE
36'RD. F.R.P. RISER
\ / / CONC. SLAB 4' S0. 18' RD MANHOLEI
IN / 1/2' 0 REBAR - 3' LG. � I �� KEY JOINT - TYP.
EACH TANK
ELECTRONIC GAUGE & 3' MANUAL GAUGE
22'0 MANWAY ( 4' PVC COUP L NG &
ADAPT
ER
3600 F.R.P. RISER & 30■ 0 M.H. 74
4' PIPE CAP 59 20 21 22 CAP - _ - ■
O ADAPTER EXTENDER 4
t -I 59 4' PIPE CAP 31 18' RD MANHOLE
3' MANUAL GAUGE 60 30"RD MANHOLE WATERPROOF JB-
WATERPROOF JB - MIN.
16 C.I. (MIN.) 64 8 RD. M.H. 2" 30 12' SPILL MANHOLE 20 C.I.
•. 9' MIN. a Q ►. .• •. •.
SEAL -OFF FITTINGS t
Li_
36
SUB.- PUMP I 3/4' CONDUIT BACK TO I f 3/4' CONDUIT BACK MONITORING PROBE &
38 39
23 O I I CONTROL UNIT AT BLDG. 4' GALV. PIPE I TO CONTROL UNIT , ; CAP (WHEN REO'D.)
10'
EXTENDER, CAP, ADAPTER - 3' 8 IW�BE FILLPEA GRAVE 0BLOG. 4 4 PIP�RCAP 59
12 -- ! SEAL -OFF FITTING
3' GALV. PIPE -
36' 0 F.R.P. RISER19 9 I; I 1/2' CONDUIT FROM MH
2 9 (BY XERXES) 37 4' STD. GALV. PIPE I, 2 TO MH.
63 i (I 36-0 F.R.P. RISER l
SEE DET. N0. 3A (BY XERXES)
SWIVEL END y. FOR UNLEADED TANKS I I! 19 VENT TO
I 4' GALV. PIPE RISER I l CROSSOVER
4' X 3' C.S. I ; (FUTURE ELECTRONIC 61
I� i ! ' BAR
GAUGE, WHEN REO'D, 12 i
BUSHING 2' X 0'
17 62 FLEXIBLE CONNECTOR SEE MISC. SHT. FOR ; I li I .
(- 66 4'X 4'X 2' TEE
w DETAIL) 4' STD. GALV. PIPE ! --+- 2 F.R.P. TO VENT RISER
! 6' PIPE 2 0 F.R.P. TO I C I
6' NPT PLUG #
V.R. MANIFOLD
FITTING 2' FRP PIPE �� IF�D I EXTRACTOR ASSY. 57 6' X 4' BUSHING n67
tJ-3" ALUM. 25
DROP TUBE
SECTION A -A
(FROM DETAIL NO. 2, PLAN)
SACKFILL
EE SPECS.,
SECTION 29-05
THRU 29-10)
.................---- a -----`----�-'-_ •--•---' --...._. .. _.
�F..'.'..'.'..'...'.'.'..'.'...'.'....'.'_ :'...'.'_'.'.'.'......'.'.'.-.:'_-.' - ...-- ':.':.. _ _'....... _ ...- ...... .
..- ..........-..... _ .': _':.:.. • ...: _:: - -. -
_ ...........
SLOPE OF WALL TO BE
............................
':.:':''': _'.'.. _'..'.':.'_ .'.'_' _ ! .................... ............_....:._.........
DETERMIN.D BY SOIL ._._..__... :::. -- •::::.---' •.
STABILITY (YIN. SLOPE 24' M'_N. 24
P/ FT.) r..
'.'''''''''
......._..... a ,
•--- '--- ................. �/ �
•-' _. - • F x
FG STRAP BY TANK MFGR._- :''_'.'_'_'.'. I 5 ..'.'...... . I ! Q c~n
.................
. _-_ . _ >-
.. . _. Q
En z
_31'
M
_ • •
TURNBUCKLE .. _ _ . _ ... !
JAW X JAW ENDS ::.::_'::: ! ..•
...'.:':.'. x
.............
--••............. •-- . ........
6• -"•-•-...
................._
........................ :.'....
",T..' I�F" TYP.••.:............... ..._.. ......... ......... _.. ..... _.... ._. f
• . I -
!� ... _ ....-- -- . . -- _
r . .............. .. N z ---------.....:_-.':_-. _ :.:.- - ..._ v • •� i :...'.: :• .. .
R-INFOR^E` CONCRETE BEAM ' (' •' _ .:'..'::_..:....__'.'_'.--:'_.'.'.'.'_..'.'.'.'.'..' .... __... .. _ : ..;.' ........
'..-::_.._:.. ....:
C`�G. 4-52:. CETAIL14) S, . ?. . . _ a. ;'............ ...:......-
! !I
NOTE:
ALTERNATE: 1 - 12' X 24'
REINFORCED CONCRETE BEAM
TANK ANCHORING DETAIL (WHERE
REO'D.)
WIRE ROPE DIA, (6 X 19 PLOW STEEL) 1/2'
TURNBUCKLE JAW X JAW ENDS (8' 0 TANK) 1 1/4' X:-2
GENERAL NOTES:
NOTES:
(4'0 & 6' 0 TANK) 1' X 6'
................ .......
....... ...... ..........
................ ...........
___ ......
-•-•-•.._._.... ............
_ _ ....
�J
e ANCHORING
- TANKS MUST BE ANCHORED WHERE H'G!-!
.'.. • •
GAUGE
WATER TABLES EXIST, SURFaGE WATER
2. D-RY H-0LE & crAF'2%n_t Y I�Y h J TO INCLUDE
6' PIPE FLANGE
FLOWS THROUGH HOLE OR OTHE? WATER
..••-..- - . --- •_ •
CONDITIONS MAY EXIST.
'COLLECTIO`.' PIPE TO OF LOCATED AT Et OF TANK
o TANK STRAPPING -
USE FRP PRE -SHAPED FIBERGLASS STRAPS LOCATED AC
'r;N
(FIBERGLASS TANKS)
ON TANK ELEVATIONS E'• -0. CON;%EC'IONS TO FRP c'=^^-,
c'.:^LL
BE WITH WIRE ROPE, TURN3UCKLES, & CABLES CLA'�'-S c''
S -SOWN.
- ALL HOLD-DOWN STRAPS MUST BE U°:IFORMLY TIGH'B":~C, S -'APS
NO SLOTTED 'COL LECTION' PIPE. IDEALLY, WELL PIPE TO BE
BE TIGHTENED UNTIL SNUG, BUT CA''jSE NO DEFLECTIC". G;
r1
o ALL TANKS
- FOLLOW TANKS MANUFACTURERS AP:=LIGATION & I�:STa_LaT.^y INST=: TIONS
O o O
2' NPT FITTING63
W/CTSK.
O
2' 0 FRP ADAPTER
BELL X NPT FEMALE
OF ANCHORING TANKS.
�-
— — — — — — -
FLOAT VENT VALVE
24 4' ALUM. DROP TUBE
2' NPT FITTING
PIPE PLUG
04
58
4' SOLID
C4) PVC TEE
..'.'...'.'..'..'.'.'.'
... : :...
..........
W/CTSK. PIPE PLUG
_:.:_
DETAIL N0. 4
DETAIL N0. 1
4' RISER (BY
DETAIL N0. 2
' DETAIL M. 3
MONITOR FITTINGS
PUMP MANUF,)
ELECTRONIC - MONITORING PROBE
22'0 MANWAY W/SUBMERSIBLE PUMP, MANUAL
4' FILL W/SPILL
& VENT (ANNULAR SPACE)
-GAUGE & FUTURE ELECTRONIC GAUGE.
CONTAINMENT M.H.
._
JIESEL AND KEROSENE TANKS
NOTE:
/ PLUG
NOTE:
REQUIRE SPILL CONTAINMENT MANHOLE
1 LEAK MONITOR INSTALLED
4'¢s HALF SLOTTED TEST WELL
PUMP ORDER TO SPECIFY DIMENSION FROM
i
�
TANK INVERT TO INSIDE OF MANWAY COVER
�
LEAD WIRE TO SENSOR IN ANNULAR
PIPE - SLC T SIZE .020 54
PLATE:
O
SPACE IN TANK BOTTOM
N
8' 0 6' TANK
37 2-0 F.R.P. ADAPTOR
2 LEAK MONITOR NOT INSTALLED :
B
NOTE:
WET HOLE
-DEPTH OF
999', 78°
BELL X N.P.T. MALE
PROVIDE DRAG -WIRE IN ANNULAR
'
4' PVC CAP / PLUG
WELL PIPE
MIN. 5' BELOW
TO BE
WATER
SPACE BEFORE BURYING TANK
SACKFILL
EE SPECS.,
SECTION 29-05
THRU 29-10)
.................---- a -----`----�-'-_ •--•---' --...._. .. _.
�F..'.'..'.'..'...'.'.'..'.'...'.'....'.'_ :'...'.'_'.'.'.'......'.'.'.-.:'_-.' - ...-- ':.':.. _ _'....... _ ...- ...... .
..- ..........-..... _ .': _':.:.. • ...: _:: - -. -
_ ...........
SLOPE OF WALL TO BE
............................
':.:':''': _'.'.. _'..'.':.'_ .'.'_' _ ! .................... ............_....:._.........
DETERMIN.D BY SOIL ._._..__... :::. -- •::::.---' •.
STABILITY (YIN. SLOPE 24' M'_N. 24
P/ FT.) r..
'.'''''''''
......._..... a ,
•--- '--- ................. �/ �
•-' _. - • F x
FG STRAP BY TANK MFGR._- :''_'.'_'_'.'. I 5 ..'.'...... . I ! Q c~n
.................
. _-_ . _ >-
.. . _. Q
En z
_31'
M
_ • •
TURNBUCKLE .. _ _ . _ ... !
JAW X JAW ENDS ::.::_'::: ! ..•
...'.:':.'. x
.............
--••............. •-- . ........
6• -"•-•-...
................._
........................ :.'....
",T..' I�F" TYP.••.:............... ..._.. ......... ......... _.. ..... _.... ._. f
• . I -
!� ... _ ....-- -- . . -- _
r . .............. .. N z ---------.....:_-.':_-. _ :.:.- - ..._ v • •� i :...'.: :• .. .
R-INFOR^E` CONCRETE BEAM ' (' •' _ .:'..'::_..:....__'.'_'.--:'_.'.'.'.'_..'.'.'.'.'..' .... __... .. _ : ..;.' ........
'..-::_.._:.. ....:
C`�G. 4-52:. CETAIL14) S, . ?. . . _ a. ;'............ ...:......-
! !I
NOTE:
ALTERNATE: 1 - 12' X 24'
REINFORCED CONCRETE BEAM
TANK ANCHORING DETAIL (WHERE
REO'D.)
11 2' GALV. 90' ELL
2' FRP TO V.R.
MANIFOLD
I6 4' X 2' C.S. E
ACK WHITE
DETAIL NO. 3A
WHITE SLAC STANDARD MANHOLE COVER COLOR CODE UNLEADED TANK VENT
OPW-104 MANHOLE & COVER
55 4-0 PVC
SLOPE AWAY FROM MANHOLE THR'D. CAP
r -CONCRETE TANK MAT
FUTURE LEAK pETECTION- S
3/4' CONDUIT W/ CAP (SEE CONCRETE O=TAILS)
BACK TO CONTROL • , 2' Y. IN.
UNIT AT BUILDING ' • '
' 4• NAX.
_ _ =: _ 4' BENTONITE SEAL O
LACK WHITE STANDARD MANHOLE COVER COLOR CODE
HITE SLAC
4' PVC
OPW-104 MANHOLE & COVER 55 UID. CAP
CONCRETE TANK MAT
SLOPE AWAY FROM MANHOLE SEE CONCRETE DETAILS)
• , . ' . • , __`T 2° MIN.
•.
• .
4° MAX
_ J
4' BENTONITE SEAL
UNDISTURBED SOIL (1-20 LB. PAIL PER MANHOLE).
(1-20' LB. PAIL PER MANHOLE) "'
UNDISTURBED SOIL : - . • ... _ . _ . _
_ TOP 2' (MIN.) OF WELL
TOP 2' (MIN.) OF WELL _ PIPE TO BE SOLID
PIPE TO BE SOLID
MIN.
MIN. 4"0 SCH.40 PVCST 12'
QFACTORY S6 SDH- PVC 12 SLOTTED O FACTORY SLOTTED TE
WLL PIPE SLO 5 020T MIN. WELL PIPE SLOTS ,020' MIN.
UNDERGROUND TANK
SLOPE EDGE OF
TANK EXCAVATION SLOPE EDGE TANK EXCAVATION -
UNDERGROUND TANK
WIRE ROPE DIA, (6 X 19 PLOW STEEL) 1/2'
TURNBUCKLE JAW X JAW ENDS (8' 0 TANK) 1 1/4' X:-2
GENERAL NOTES:
NOTES:
(4'0 & 6' 0 TANK) 1' X 6'
................ .......
....... ...... ..........
................ ...........
___ ......
-•-•-•.._._.... ............
_ _ ....
�J
e ANCHORING
- TANKS MUST BE ANCHORED WHERE H'G!-!
.'.. • •
GAUGE
WATER TABLES EXIST, SURFaGE WATER
2. D-RY H-0LE & crAF'2%n_t Y I�Y h J TO INCLUDE
o
FLOWS THROUGH HOLE OR OTHE? WATER
..••-..- - . --- •_ •
CONDITIONS MAY EXIST.
'COLLECTIO`.' PIPE TO OF LOCATED AT Et OF TANK
o TANK STRAPPING -
USE FRP PRE -SHAPED FIBERGLASS STRAPS LOCATED AC
'r;N
(FIBERGLASS TANKS)
ON TANK ELEVATIONS E'• -0. CON;%EC'IONS TO FRP c'=^^-,
c'.:^LL
BE WITH WIRE ROPE, TURN3UCKLES, & CABLES CLA'�'-S c''
S -SOWN.
- ALL HOLD-DOWN STRAPS MUST BE U°:IFORMLY TIGH'B":~C, S -'APS
NO SLOTTED 'COL LECTION' PIPE. IDEALLY, WELL PIPE TO BE
BE TIGHTENED UNTIL SNUG, BUT CA''jSE NO DEFLECTIC". G;
THE TA%-,.
o ALL TANKS
- FOLLOW TANKS MANUFACTURERS AP:=LIGATION & I�:STa_LaT.^y INST=: TIONS
O o O
- WIRE ROPE ANCHORS OVER TA'N'KS WILL NOT BE
AS A N=:SNS
OF ANCHORING TANKS.
�-
— — — — — — -
- TO BE SET LEVEL.
11 2' GALV. 90' ELL
2' FRP TO V.R.
MANIFOLD
I6 4' X 2' C.S. E
ACK WHITE
DETAIL NO. 3A
WHITE SLAC STANDARD MANHOLE COVER COLOR CODE UNLEADED TANK VENT
OPW-104 MANHOLE & COVER
55 4-0 PVC
SLOPE AWAY FROM MANHOLE THR'D. CAP
r -CONCRETE TANK MAT
FUTURE LEAK pETECTION- S
3/4' CONDUIT W/ CAP (SEE CONCRETE O=TAILS)
BACK TO CONTROL • , 2' Y. IN.
UNIT AT BUILDING ' • '
' 4• NAX.
_ _ =: _ 4' BENTONITE SEAL O
LACK WHITE STANDARD MANHOLE COVER COLOR CODE
HITE SLAC
4' PVC
OPW-104 MANHOLE & COVER 55 UID. CAP
CONCRETE TANK MAT
SLOPE AWAY FROM MANHOLE SEE CONCRETE DETAILS)
• , . ' . • , __`T 2° MIN.
•.
• .
4° MAX
_ J
4' BENTONITE SEAL
UNDISTURBED SOIL (1-20 LB. PAIL PER MANHOLE).
(1-20' LB. PAIL PER MANHOLE) "'
UNDISTURBED SOIL : - . • ... _ . _ . _
_ TOP 2' (MIN.) OF WELL
TOP 2' (MIN.) OF WELL _ PIPE TO BE SOLID
PIPE TO BE SOLID
MIN.
MIN. 4"0 SCH.40 PVCST 12'
QFACTORY S6 SDH- PVC 12 SLOTTED O FACTORY SLOTTED TE
WLL PIPE SLO 5 020T MIN. WELL PIPE SLOTS ,020' MIN.
UNDERGROUND TANK
SLOPE EDGE OF
TANK EXCAVATION SLOPE EDGE TANK EXCAVATION -
UNDERGROUND TANK
3 NEW FIBERGLASS TANKS
STANDARD 0 SERVATION >nfELL
(3 REO'D., M )
12' MH W/ 4'
TEST WELL PIPE
PLAN - TANK FIELD
(SEE CONCRETE OWG. 4-501 FOR DETAIL)
VENT (LEADED)
GENERAL NOTES:
SUB, PUMP,
ELEC. GAUGE
APPROVED BACKFILL
................ .......
....... ...... ..........
................ ...........
___ ......
-•-•-•.._._.... ............
_ _ ....
1. INSTALL W=LL SYST a PER EACH STANDARD
& MANUAL
MONITOR & VENT
.'.. • •
GAUGE
(ANNULAR SPACE)
2. D-RY H-0LE & crAF'2%n_t Y I�Y h J TO INCLUDE
o
(SEE TANK MANUF. SPECS) /
..••-..- - . --- •_ •
.......'. • ... .
'COLLECTIO`.' PIPE TO OF LOCATED AT Et OF TANK
APPROVED BACKFILL
a
••
• '
'COLLECTION' PIPE AND CENTER WELL & SUMP.
3. WET HOLE TO INCLUDE (3) WELLS ONLY,
DRYBREAK
NO SLOTTED 'COL LECTION' PIPE. IDEALLY, WELL PIPE TO BE
:_'_-:.'.'_'.'_'.'.._
0
INSTALLED TC A PC:NT MIN, 5' BELOW STATIC WATER, AT
(SEE TANK MANUF. SPEC)
O o O
..
A. (MIN.)JCr- 11 PITER PEATON
BE SOLID,
�-
— — — — — — -
REMAINING PIPE TO 5= S:_OTTED.
z
04
4' SOLID
C4) PVC TEE
..'.'...'.'..'..'.'.'.'
... : :...
..........
_:.:_
_ .'... .
.'..........
SLOPE 1/4'/ FT
4'0 PVC CAP
/ PLUG
:•:'
:-
4'¢s HALF SLOTTED TEST WELL
i
�
PIPE - SLC T SIZE .020 54
N
NOTE:
WET HOLE
-DEPTH OF
12-0
'
4' PVC CAP / PLUG
WELL PIPE
MIN. 5' BELOW
TO BE
WATER
SUMP HOLE
TABLE.
CORNER OBSERVATION WELLS
12-0
REFERENCE DRAWINGS
SUMP HOLE
—
4-501
EXTERIOR CONCRETE DETAILS
CENTER
OBSERVATION WELL
3-414
STD. FIBERGLASS PIPING DETAILS &
SPECS.
-DOUBLE WALL TANKS
3-415
STD. FIBERGLASS PIPING DETAILS &
MATERIAL
STA-NDARD OBSERVATION
WELL DETAIL
3-419
SCHEDULE - DOUBLE WALL TANKS
DOUBLE WALL PIPING DETAILS
3 NEW FIBERGLASS TANKS
STANDARD 0 SERVATION >nfELL
(3 REO'D., M )
12' MH W/ 4'
TEST WELL PIPE
PLAN - TANK FIELD
(SEE CONCRETE OWG. 4-501 FOR DETAIL)
VENT (LEADED)
GENERAL NOTES:
SUB, PUMP,
ELEC. GAUGE
FILL
1. INSTALL W=LL SYST a PER EACH STANDARD
& MANUAL
MONITOR & VENT
_
UNDERGROU"; ; I .. INSTALLATICN, SEE PLAN. o
GAUGE
(ANNULAR SPACE)
2. D-RY H-0LE & crAF'2%n_t Y I�Y h J TO INCLUDE
o
— — — —
'CENTER" C°StRVA I Imo% W: -LL & 4' HALF SLOTTED
'COLLECTIO`.' PIPE TO OF LOCATED AT Et OF TANK
a
EXCAVATIO`:. EXCAVATION' FLOOR TO BE SLOPED TO
'COLLECTION' PIPE AND CENTER WELL & SUMP.
3. WET HOLE TO INCLUDE (3) WELLS ONLY,
DRYBREAK
NO SLOTTED 'COL LECTION' PIPE. IDEALLY, WELL PIPE TO BE
r
0
INSTALLED TC A PC:NT MIN, 5' BELOW STATIC WATER, AT
I�1I
O o O
NORMAL
w
A. (MIN.)JCr- 11 PITER PEATON
BE SOLID,
�-
— — — — — — -
REMAINING PIPE TO 5= S:_OTTED.
3 NEW FIBERGLASS TANKS
STANDARD 0 SERVATION >nfELL
(3 REO'D., M )
12' MH W/ 4'
TEST WELL PIPE
PLAN - TANK FIELD
(SEE CONCRETE OWG. 4-501 FOR DETAIL)