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I 31'-0" srrEVERiFIEo EQUIPMENT SCHEDULE � '� CONCRETE TANK MA MANUFACTURER, PART NO. FURNISHED BY 4 a 28' 0" 4'-8" 2'-O" ITEM DESCRIPTION F4 -66- 12"'O*C w 2,_Q" I 1 42" SUBMERGED PUMP MANHOLE FIBERUTE NO. FL-42 SOUTHLAND a,�. b 2 24" TANK MONITOR MANHOLE UNIVERSAL PART NO. 98-2410 SOUTHLAND 0 3 42" SPILL CONTAINMENT SUMP TOTAL CONTAINMENT NO. SM-42331A SOUTHLAND ZPOMECO PART NO. 311C- 1400 SOUTHLAND D� / 4 36" SPILL CONTAINMENT MANHOLE _A//I.y°° r 5 F INTERSTICE N A TANKUNIVERSAL PART N0. 88-1810 SOUTHLAND > 6 10,000 GAL. UNDERGROUND STORAGE TANK SOUTHLAND JACKETED T NK T 1 � � d • ' d n . ' Q O 12" MONITORING WELL MANHOLE UNIVERSAL PART N0. 65-1212 SOUTHLAND = ° cl/ ` D I a > 8 4" LOCK CAP FOR MONITORING WELL UNIVERSAL PART NO. 1300-40SOUTHLAND96" DIAMETER HOLD DOWN STRAPTOTAL CONTAINMENT SOUTHLAND/ REVISED TO REFLECT 2 TANKS - I q3 REBAR p 10 GEO—TEXTILE MATERIAL SEE SPECS. SECTION III — 2.2 G.C. W >^ REVISED TO REFLECT 2 TANKS 8 31'-0" SITE VERIFIED o CONCRETE TANK MAT o2 -0" 8'-0^ 2,-0„ 9'_�" q _g^ '_0" d' BRASS I 12" OIA, OVERSPILL 8" THK. CONCRETE PAVING WITH y O2 -' TANK I I I MANHOLE ASSEMBLY— = 3s ® 12" O.C. BOTH WAYS za e CODE \ I to v (TYPICAL) -- ___ -{ TSF �QN�R ?�.PAVIN _ t- ` ¢ d/ -- -'-�-- 40 - 4 0 PREMIUM UNLEADED REGULAR UNLEADED I I -�� o z_ o ' TANK I I TANK PEAGRAVEL p 1/4" SAWCUT 0 CiO 10 Z ��g��- NOTE 111 �o> g LJ ° • ° _ BURIAL QF TANKS SHOULD BE m I ^�� tt (�� DETERMINED BASED ON PIPE " ° ° 'O �1 T •I ; \� I�--- 6 RUN LENGTHS - PIPING TO HAVE M N ~ A' 1 ( A MIN. 1/8 INCH PER FT. OR REGULAR UNLEADED PREMIUM UNLEADED BRASS I ' t` 1 BETTER ALL - THIS 15 CRITICIAL TANK TANK )6RODAGCII } ``CCC_ / FOR STAGE II PIPING. 1, CORROSION PROTECTED SUPPTURNB EDKLE BY TANK)� '``� • "N' d O ® iv - ' MANUFACTURER CORROSION PROTECTED TURNBUCKLE(TYP) '�1 D ° SUPPLIED BY TANK ' m BOTTOM OF E%LAVATION "' a LL d • co MANUFACTURER W O v D D Ds�� BACKFILL WITH PEAGRAVEL OR APPROVED 12" 12" _ 12 CONCRETE DEADMAN LENGTH OF TANKSqP� D D. p d\° L' ALTERNATE BACKFILL MATERIAL WITH 4 SEE DETAIL-THIS SHEET B COMPACTION PER MANUFACTURER _ t D > r I SPECIFICATIONS D a ° D D w d iv CONCRETE DEADMAN LENGTH 2'-0" BEYOND p - END OF TANK - SEE DETAIL THIS SHEET NOTE: G.C. CAN USE TWO SINGLE ONE FOOT DEADMAN AS AN ALTERNATIVE TO TWO FOOT DEADMAN. n 8 n W a G- STANDARD CROSS SECTION THRU TANK EXCAVATION TYPICAL TANK LAY U T 2' ON UNDISSOIL (SITE TURBED A a Z W N07 TO SCALE a Z O c SCALE: 1/4" 1'-0" x a PRODUCT IDENTIFICATION - COLOR CODE UNDERGROUND TANK FILL MANHOLE COVERS PAINTED AS FOLLOWS: DRIVES B 7 _� LOCKS TO Z n• Z j VAPOR RECOVERY - #5's - COORDINATE W NEEDED W/ (F OF $ KEYED AU W Z 0 ORANGE CIRCLE TIE DOWNS REQUIRED PER TANK MINIMUM \P= CONCRETE ?J` O PREMIUM N PAINT CIRCLE MIN, V GASOLINE RESISTANT OF 4 (VERIFY W/ TANK MFGR. SPECS.) / OT3'S ARE CI CLE BEYOND EDGE OF DIESEL (j3's ® 12" O.C. SEALANTBOTH WAYrr�'�" . n �W/WHITE CROS REMOVABLE LID w1w BOTH WAYS 4000 PSI CONC. �`ON 5" CHAIRS #3's ® 18" O.C. 4000 PSI CONCRETECOLLAR — �; NO E Q REGULAR UNLEADED BOTH WAYS ON DEADMAN LENGTH OF - p' �y _"'- - 1' 3_1/2" CHAIRS TANK K GROU W/BLACK CROSS 1" 4" DIA. P.V.C. COUPUN T15 15 H 1 11 PAINT CROSS MIN. 2" n `Y BEYOND EDGE OF ^ 8 ' q G1 , ^ y e —'-- - 5 CONTINUOUS FOR 4" O.D. FA TORY REMOVABLE LID a c'�°=- --- ., B SLOTTED PV o ^ a (TYPICAL e - LENGTH OF DEADMAN PEA Q k PEA O GR 2" 2" UNLEADED PLU ^ _ 4-T _^ III -IiI III�I I INSTALL BOTTOM CAP _ 7rull p 4' WIDE STRIPE 1 L r— t T I--_I T�� ( I - I ^ II I - ( I I- l `,o SECTION �_ I I-_i ��I q - TYP. HOOK TIE DOWN REBAR N UNDER HORIZONTAL.14 ! III III AUTOMATIC TANK GAUGE 5" CHAIR 3-1/2" CHAIR 2" 8" 2" ''"'��-1 --- (ATG) BLACK 1/2" THK. ASPHALT IMPREGNATED 2 -0" jREINFORCE CORNERS OF CONCRETE EXPANSION JOINT MATERIAL 1 -0" PAD W/ 3-#3 BARS x 3'-0" 0 18" O.C. OBSERVATION WELL ALL OTHER MANHOLES PAINTED a WHIlt WW/BtAK BLACK WELL NSTRU SPECIFICATIONS CK WHEN REQUIRED) DEADMAN DETAIL AT THE SLOTTED ECTION S 8 AT LEAST 2' ABOVE `� eu TANK MAT CORNER DETAIL 2 PAINT SCHEDULE EXPANSION JOINT DETAIL THE NO L ANNU HIGH TER TABLE AND AT 3 AT TANK FIELD (N .T.5.) q EDGE OF TANKS (N .T.S.) LEAST S ELL SCR Low EXISTN WAWILL TER LEVEL, AND IN LL^ ' NOT TO SCALE LEAST C FEET 1 THE GROU NWA ER BAND AT AT co 00 SCALE: 1/2 1 -O 1/8" MIN. THICKNESS LEAS 1' BEL O TTOM OF TA . THE SLOTTED o ' ---- --- NEOPRENE STRAP LINER SEC SNA VE A MAXIMUM ENGTH OF 10' NOTE: (PROVIDED BY TANK MFR) OR 5'. l N S OR PVC GLUE ALL NOT BE TANK i ^ ALL CABLE AND TURNBUCKLE T D /SLIP COUPLINGS . Y BE USED MONITOR HOLO DOWN STRAP _ TO BE EPDXY COATED AFTER SE, t G STAINLESS STEELS EWS OR MANHOLE < A EXTEND INSTALLATION OF TANKS (3"X3/8" FBY TA ) ) RIVpROXIT ELY NID'/ABOVE GRAVELTHH TOPOFHE WELL NUMERICAL TANK (BY GENERAL CONTRACTOR) PROVIDED BY TANK MFR .�D DATES N — CODE TO MATCH - 1 1/4" STEEL � Oc D T E WELL SHALL BE LABELED A 15JUL97 - . TIDEL MONITOR .�_ - -- TANK STRAP LENGTH IS EQUAL TO 1/2 THE CIRCUMFERANCE TURNBUCKLE li I WELL TO AVOID ACCIDENTAL TRO- ^ (PROVIDED BY TANK MFR) T OF CONTAMINANTS. PROJECT NO: n OF THE TANK PLUS 2'-7' VAPOR EACH SIDE PROGRAM ABOVE IS BASED ON ANTICIPA D 3010.20 1 2" PLOW C DITIONS. THE ACTUAL CONSTRUCTION WILL . E RECOVERY MANHOLE loo a h FOR 10,000 GAL. TANK 8' DIA. 6X 19 STEEL CABLE F LD-MODIFIED TO MEET THE SPECIFICATIONS SUMP MANHOLE DRAWNs V STRAP LENGTH 189" 30" W/ 3 CLAMPS ROVE AT TIME OF INSTALLATION, IF NECESSAR . M$p 9, '4 0 (APPROX.) (PROVIDED BY TANK MFR) SEE LOCAL REQUIREMENTS Flu BRASS S #5 REBAR ANCHOR B" APPRGYEDs CL TAG ALL REBAR M3-8'-0" LONG U ON 5" CHAIRS 0 SER ATION WELLS 0 �'E INSTALLED ONLY WHERE DRAWING AUTOMATIC TANK DEADMAN REQUIRED BY STATE OR LOCAL CODES. GAUGE FOR_.--�/ --- INTERSTICE- TAG DETAIL REBAR DETAIL AT MANHOLES SAWCUT DETAIL g DEADMAN STRAP DETAIL 1 O OBSERVATION WELL DETAIL 0-26 BRASS NOT 7D SCALE NOT TO SCALE (CA) ` NOT TO SCALE 7 NOT 70 SCALE NOT TO SCALE i . a