10-76-004• yii.i #. ii is •.
PLAN VIEW
SCALE: 3/8"=l'—O"
i. ,iiii •� ii 11 i..
I
39" DIA COMPOSITE MANHOLE COVER
FDEP APPROVED OR EQUAL
DOUBLE WALL SPILL CONTAINMENT
LEAK DETECTOR FDEP APPROVED OR EQUAL BUCKET STAGE 1 VAPOR RECOVERY WITH PLUG
FEDP - APPROVED EQUAL
1 1/2" H.P. SUBMERSIBLE PUMP FDEP APPROVED OR EQUAL DOUBLE WALL SPILL CONTAINMENT
BUCKET WITH DRAIN VALVE (TYP.) OVER FILL RISER
12" BOLT DOWN MANHOLE LID OVER FEDP- APPROVED EQUAL
CONCRETE TO BE CROWNED 1 1/2" VEEDER -ROOT MAG -1 TANK GAUGE PROBE 12" 0 BOLT DOWN MANHOLE LID
AT ALL SLAB PENETRATIONS (TYP.) FDEP APPROVED OR EQUAL OVER INTERSTITIAL SENSOR
8" CONCRETE TANK SLAB REINFORCED FDEP APPROVED OR EQUAL
W TH #5 REBAR AT 18" O/C EACH WAY
WEATHER PROOF J -BOX PER NFPA SPEC. (TYP.)
MIN MIN.
LXISTING PAVEMENT EXISTING PAVEMENT
• •. • - i • .. • .. • . '. •' a a.�—' -•--._ ! `
SHEET PILE BY GC — ► GAL V. RISER WRAPPED WITH 4
IF REQUIRED
a f,
2" FULL PORT BALL VALVE I I GALV. RISER WRAPPED WITH 4" t. 10 MIL 3M TAPE
(TYP. OF 2 PLCS) I I 10 MIL 3M TAPE BACKFiLL SHALL CONSIST OF CLEAN SAND,
z �; • ,°
°O G °�
NEW EXTRACTOR FDEP APPROVED OR EQUAL = ° °`° ° °,.
i ,�
PEA GRAVEL OR #8 CRUSHED STONE
.) m BALL FLOAT VENT VALVESET TO 95% OF
CN
/ t COLLAR SUMP (SENSOR TANK CAPACITY FDEP - APPROVED OR EQUAL
If r
r If
EXISTING 2" DOUBLEWALL FIBERGLASS �° ii !' j it I IIII I I
s, . , i l I I `. � i ! � I + � `i
PRODUCT PIPING , (a 4 Q ,
` �; it '' l ' PRODUCT LEVEL I (e
PRODUCT LEVEL l ;I� ' i It �' 1P►�
/ If ! j! i EXISTING DOUBLE WA L VENT PIPING I Ilt t 4{j'CH'
�! o a���•
I. I VEEDER -ROOT MAG -1 I II \ ��� ' GZ ► ®'�
EXCAVATION _INED r I. 5E
4 i! I TANK GAUGE PROBE
W/ FILTER FABRIC
i 4; IC SUBMERSIBLE NEW DROP TUBE
I °jTURBINE PUMP I WITH OVERFILL PROTECTION DEVICE,
ANCHOR STRAPS �'' l I ; i SET TO 95% OF TANK CAPACITY! i �.4 Co'
FDEP APPROVED OR EQUAL ; i j •
GALLON REGULAR
i` ;I �f I'� t I \ '� �, , `� sI E I; II ji I' / �' ea °• m °° s /) \ \ ..
\e� 'o.: ,...`e .,`� 6, ` 4 T % ', \`� ,�„'„'g a" �'J....:_� °�'�nr �. ear
\ �`
< a
e _
,:, . - ` � \ � �,, �°` EXCAVATION TO BE SLOPED, BENCHED OR SHEET PILED • *.� °�� °11, _ � � C'.� ®�.
., IN ACCORDANCE WITH OSHA 29 CFR 1926- 950(P)
`` \* METHOD OF COMPLIANCE TO BE DETERMINED BY ;
CONCRETE DEADMA "1 ANCHOR CONTRACTOR
14"H x 18"W x LENGTH OF TANK
r
PLUS 3 FEET (TYP 2 FER TANK)
MIN 12" BED OF CLEAN SAND, PEA GRAVEL
OR #8 CRUSHED STONE UNDER TANK
37' -0 1/2'° CITY OF '3vu i m MIAMI
BUILDING DEPT.
STRUCTURA ECTION
TANK SECTION
YPROVEfO BY.
SCALE: 3/8 " =1' -O" dip
Ate RqE EIS
P. 22203.
A
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Q
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ow
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W
39" DIA COMPOSITE MANHOLE COVER
FDEP APPROVED OR EQUAL
DOUBLE WALL SPILL CONTAINMENT
LEAK DETECTOR FDEP APPROVED OR EQUAL BUCKET STAGE 1 VAPOR RECOVERY WITH PLUG
FEDP - APPROVED EQUAL
1 1/2" H.P. SUBMERSIBLE PUMP FDEP APPROVED OR EQUAL DOUBLE WALL SPILL CONTAINMENT
BUCKET WITH DRAIN VALVE (TYP.) OVER FILL RISER
12" BOLT DOWN MANHOLE LID OVER FEDP- APPROVED EQUAL
CONCRETE TO BE CROWNED 1 1/2" VEEDER -ROOT MAG -1 TANK GAUGE PROBE 12" 0 BOLT DOWN MANHOLE LID
AT ALL SLAB PENETRATIONS (TYP.) FDEP APPROVED OR EQUAL OVER INTERSTITIAL SENSOR
8" CONCRETE TANK SLAB REINFORCED FDEP APPROVED OR EQUAL
W TH #5 REBAR AT 18" O/C EACH WAY
WEATHER PROOF J -BOX PER NFPA SPEC. (TYP.)
MIN MIN.
LXISTING PAVEMENT EXISTING PAVEMENT
• •. • - i • .. • .. • . '. •' a a.�—' -•--._ ! `
SHEET PILE BY GC — ► GAL V. RISER WRAPPED WITH 4
IF REQUIRED
a f,
2" FULL PORT BALL VALVE I I GALV. RISER WRAPPED WITH 4" t. 10 MIL 3M TAPE
(TYP. OF 2 PLCS) I I 10 MIL 3M TAPE BACKFiLL SHALL CONSIST OF CLEAN SAND,
z �; • ,°
°O G °�
NEW EXTRACTOR FDEP APPROVED OR EQUAL = ° °`° ° °,.
i ,�
PEA GRAVEL OR #8 CRUSHED STONE
.) m BALL FLOAT VENT VALVESET TO 95% OF
CN
/ t COLLAR SUMP (SENSOR TANK CAPACITY FDEP - APPROVED OR EQUAL
If r
r If
EXISTING 2" DOUBLEWALL FIBERGLASS �° ii !' j it I IIII I I
s, . , i l I I `. � i ! � I + � `i
PRODUCT PIPING , (a 4 Q ,
` �; it '' l ' PRODUCT LEVEL I (e
PRODUCT LEVEL l ;I� ' i It �' 1P►�
/ If ! j! i EXISTING DOUBLE WA L VENT PIPING I Ilt t 4{j'CH'
�! o a���•
I. I VEEDER -ROOT MAG -1 I II \ ��� ' GZ ► ®'�
EXCAVATION _INED r I. 5E
4 i! I TANK GAUGE PROBE
W/ FILTER FABRIC
i 4; IC SUBMERSIBLE NEW DROP TUBE
I °jTURBINE PUMP I WITH OVERFILL PROTECTION DEVICE,
ANCHOR STRAPS �'' l I ; i SET TO 95% OF TANK CAPACITY! i �.4 Co'
FDEP APPROVED OR EQUAL ; i j •
GALLON REGULAR
i` ;I �f I'� t I \ '� �, , `� sI E I; II ji I' / �' ea °• m °° s /) \ \ ..
\e� 'o.: ,...`e .,`� 6, ` 4 T % ', \`� ,�„'„'g a" �'J....:_� °�'�nr �. ear
\ �`
< a
e _
,:, . - ` � \ � �,, �°` EXCAVATION TO BE SLOPED, BENCHED OR SHEET PILED • *.� °�� °11, _ � � C'.� ®�.
., IN ACCORDANCE WITH OSHA 29 CFR 1926- 950(P)
`` \* METHOD OF COMPLIANCE TO BE DETERMINED BY ;
CONCRETE DEADMA "1 ANCHOR CONTRACTOR
14"H x 18"W x LENGTH OF TANK
r
PLUS 3 FEET (TYP 2 FER TANK)
MIN 12" BED OF CLEAN SAND, PEA GRAVEL
OR #8 CRUSHED STONE UNDER TANK
37' -0 1/2'° CITY OF '3vu i m MIAMI
BUILDING DEPT.
STRUCTURA ECTION
TANK SECTION
YPROVEfO BY.
SCALE: 3/8 " =1' -O" dip
Ate RqE EIS
P. 22203.
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