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10'-32" 11'-8" CLIENT:
<br /> 4'-6" Ir
<br /> 5'-2 >,
<br /> � ® NOTES: UST INSTALLATION
<br /> bp
<br /> OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> CONCRETE.
<br /> II -----__ O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br /> -- - ---- __ - --- - - - ---�_�- SURFACE.
<br /> 1 2 , 000 GALL0N - PREMIUM UNLEADED 10 , 000 GALL0N - DIESEL 15 O REINFORCE
<br /> EIN ORCEPCON REE 6'B FROM NSD MANHOLE
<br /> E WITH (4) #4 REBAR 60" IN
<br /> 8" 8" 8»
<br /> 11-1 16-1/2" 16-1/2" SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> 16-1/2" 16-1/2" w w �
<br /> REF. REF. � a' REF. REF. O5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL
<br /> CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT
<br /> w 42" DIA. FILL J J_ ONLY.
<br /> zo cn SUMP `` > 22" DIA. 22" DIA. 48„ DIA TURBINE „
<br /> - MANWAY MANWAY SUMP ONE 1 STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> BRINE RESERVOIR � TANK GAUGE \ FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> AND INTERSTITIAL LOCATION SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> ° - _°,o o ° ° o TANK GAUGE O SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> MONITOR o ,o `O ARCO
<br /> 0 o I o; `�,o "� o; `. o LOCATION BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> o = ao o%' \o ao 1 o%' %0 INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> I -� 1 - - - - - - - - - ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS
<br /> I I � ,o 1 0, ;o MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. L`QA PRODUCTS �(,
<br /> n
<br /> o %o // �� o , 'o
<br /> 0 0 0 0 0 % o'-------'o° ° USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN y" NO. DATE DESCRIPTION
<br /> 14 ANCHOR STRAP & MAX OF /" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br /> LOCATION (TYP.) O7 0 05/12/2023 REV. PER EHD CORRN.
<br /> SUBSTITUTES MUST BE APPROVED BY MANUFACTURERS & OWNERS FIELD
<br /> 42" DIA. FILL - REPRESENTATIVE. 0 05/26/2023 REV. PER EHD CORRN.
<br /> 48" DIA TURBINE SUMP TANK WEIGHT
<br /> ,% 0 ��Ho/�n�� RFv PER EHD CORRN,
<br /> SUMP O8 NOT USED.
<br /> 12,625 LBS DRY 4
<br /> 16,900 LBS W/BRINE O NOT USED. 0
<br /> <@TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST Q
<br /> > COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. D
<br /> �J 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS QQ
<br /> WHERE MEETING CONCRETE. 0
<br /> 12 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF io
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP).
<br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR
<br /> OPTIONAL 14 ��,^�,� 1'-8" 2'-2" 1'-8" �-� 16 1/2" 13 SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK 0
<br /> MANUFACTURER 18"X8" X 18'-0" DEADMAN 18"X8" X 22'-0" DEADMAN TYP. INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. Q
<br /> SUPPLIED DEADMAN 1„ - 1„ 1„ i
<br /> (TYP. OF 4) 6'-102 7 -2" 4'-12 4'-11" 5 -9 6'-10
<br /> 7K 7r 2 5-6 1/4" TANK ANCHORING, CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S
<br /> 41'-3 1/4" <9> REPRESENTATIVE.
<br /> OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF
<br /> CSI 22,000 GALLON (12K/10K) SPLIT TANK OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN
<br /> UNDERGROUND TANK PLAN VIEW OVERALL LENGTH: 41'-3,1/4" A B C <@> ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL SEAL:
<br /> REQUIREMENTS.
<br /> OUTSIDE DIAMETER: 10'-0" M.5.3.18 M.5.3.18 M.5.3.18 C D G H
<br /> SCALE: 1/2" = 1 '-0" WEIGHT (DRY/ WET): 12,625/ 16,900 Ibs M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.13 AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT
<br /> AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN
<br /> E F G H ACTUAL CAPACITY: 11,873/ 10,318 GALLONS D E F AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90%L. GS/(),
<br /> M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.13 NOMINAL CAPACITY: 12,000/ 10,000 GALLONS M.5.3.17 M.5.3.17 M.5.3.17
<br /> 95% CAPACITY: 11,279 9,802 GALLONS ,> XX NOTE:
<br /> 2 INSIDE 3 DOUBLE O INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02 NO. 36475
<br /> WALL FRP VACUUM
<br /> CROSSOVER TO FILL 1 8" CONCRETE SLAB AT � XP. 6-30-22
<br /> 8" THICK, 4000 PSI. SUMP FOR VENT &
<br /> 45.25 87.6 LB CF CIVIL
<br /> FIBER REINFORCED 12 13 13 13 VAPOR CONTINUOUS 1 13 NOTE: 9TF O�
<br /> CONCRETE TANK SLAB SEE 2 3 MONITORING. CHOSE APPLICABLE DRAWINGS OF CALF
<br /> SHEET G.0.2.2. FOR SPECS. - FOR CONFIGURATION.
<br /> G - - - - - - - - - - - - - - - I I
<br /> 3 4 (TYP.)
<br /> ASPHALT AND STONE PER M.5.3.17 /� 1" FRP BONDED // \ // \ � 4' DIA.
<br /> PROJECT SPECIFICATIONS M.5.3.18 124 10 11 (TYP.) SUMP ,
<br /> ENTRY FITTING I I
<br /> 10 11 (TYP.) (TYP.) I I I I I I 1 (TYP.) i O O i z
<br /> I I 2 4 MIN.
<br /> d LLI
<br /> Lu
<br /> a d . • . A G vl e v da d , A A , 'dA • I I COVER M
<br /> i a d m a I < ° Ir A a < d e d e I • • - d ae d e a I 1 �' co
<br /> n rd a d 1 ea a e • • A d I ° ♦ e d d. A . ; TANK DEPTH Z rn
<br /> U m o
<br /> b; ( 4 I� i 3" PEA GRAVEL MIN. TO 10.5' DIA. 4 1.5' GRAVEL Z 2 N
<br /> ' 1" COND. LOOP TO SUMP 187 I I 2" INSIDE 3" DOUBLE I I PREVENT LOAD TRANSFER 12,873 LBS I COLUMN ��,,
<br /> ,..
<br /> 189 I I I WALL FRP VACUUM I TO TOP OF TANK O :�' I © I - 0, `9
<br /> J-BOX -- CROSSOVER TO FILL I � a
<br /> 4" FRP RISER TO GRADE 166 I I SUMP FOR VENT & I I I 6" WIDE DETECTABLE UNDERGROUND w I S .67' X 1.5' X 36.0' o � O x
<br /> MARKING TAPE BURIED 6 -12 DEADMAN Q W U) z LL
<br /> VAPOR CONTINUOUS I o Cl I I ~ o^ Q
<br /> 7 HOME RUN TO 6 6 1 I I MONITORING. w W 0 z o
<br /> I I I I O MAGNATECIS 31D 143ADE: EMPIRE ,;, m ( , m - z - O rn
<br /> BUILDING ii 5 I ilii # m m Z v }
<br /> (� lO 1" FRP BONDED I I 12 I I C7 a 0 0
<br /> DUAL FLOAT HYDROSTATIC 03 `� _ 124 - -- 1 FRP BONDED m 13'-6" z z z o z N
<br /> 6 ENTRY FITTING _-- 6 124 ENTRY FITTING M g w z O --
<br /> MONITORING SENSOR I O I --- (NP ) I I --- O Z n W w z C°
<br /> NOTE: HYDROSTATIC I I I I I I - ----
<br /> (TYP.) � z �n Q
<br /> SLOPE SIDES OF TANK HOLE (USE OF RESERVOIR TO TUSBIMPO I ' i 12 BUOYANCY CALCULATIONS 06 w 't U w
<br /> SLOPING MUST BE RECEIVE PRIOR 12 iO CALCULATION BASED ON SUBMERGED WEIGHT OF ALL MATERIALS: Q
<br /> r r-� r-� � r-� r-� r-� r-� r-� r-� I -� r-� r r-� r-� � r-� �' Q
<br /> APPROVAL ON INDIVIDUAL SITE BASIC FROM _- -----J L------J ------J -- -J L -- L --------J ----- - -- J L------ _ -----J -----J L------ J ---------J ----J - -- -J -- -J -- _ -- J `_____------ MINA ) z
<br /> - I - -------- ------------= -------------------------- -------- I -------- -------- ------------ - ------- -- --------- ------------ ----------- --
<br /> TANK WITH SPHERICAL ENDS, 10 5 0 A DIA (10 NO L
<br /> "BP") OR USE SHORING FOR ALL TANK I ----- ;; TANK LENGTH: 41 3-1/4 TANK DIAMETER 10 -6 z
<br /> EXCAVATIONS IN ACCORDANCE WITH OSHA �\ / TRY 36'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH
<br /> 1926 SUBPART P, OSHA STANDARDS - Z EMPTY TANK UPLIFT = 22,000 GAL m
<br /> EXCAVATIONS; FINAL RULE OCTOBER - - - - _
<br /> %%'" I I � - , � �`�;��`. � 2941 CU FT DEVELOPMENT INFORMATION:
<br /> 1989 b ;;,%" II II II I I 7.48 GAL./CF
<br /> 2941 CU FT X 62.4 LBS/CF = 183,518 LBS (DISPLACED WATER)
<br /> \ I I 19 EXTRACTOR FITTING \ I 19 EXTRACTOR I I ;�\ 2 =
<br /> FITTING I I II TANK SUMP UPLIFT = (2) X 3.14 X 2.0' X 4' 100.5 CU FT
<br /> I I I I 1 1 I + (2) X3.14X 1.75'2X4' = 77.0 CU FT
<br /> \`
<br /> 177.5 CU FT
<br /> 177.5 CF X 62.4 LBS/CU FT = 11,076 LBS (DISPLACED WATER)
<br /> OVERFILL PROTECTION
<br /> I I I I I ANCHOR STRAP II /
<br /> /\ DROP TUBE SES', AT /
<br /> \\ \ TANK LEVEL GAUGE W/ 04 I OVERFILL PROTECTION I 04 TANK LEVEL GAUGE W/ 1 I 14 LOCATION (TYP.) TOTAL TANK UPLIFT = 183,518 LBS + 11,076 LBS = 194.594 LBS
<br /> if BACKFILL WITH PEAGRAVEL 1 I DROP TUBE SET AT 95% (TYP.) III I I I I III \ \ -
<br /> \ \ ' '' 7 4 FLOAT KIT. OVERFILL I I I I I I II I
<br /> \\ \\ PER TANK MANUFACTURER 0 06 4" FLOAT KIT. OVERFILL \\/\\/
<br /> HOLD DOWN CALCULATION SITE ADDRESS:
<br /> SPECIFICATIONS. TYP. ALARM AT 90% CAPACITY 1 I 95% (TYP.) 41 15' I I ALARM AT 90% CAPACITY I I //\//\ I , ,
<br /> \\/\\/\ (TYP.)
<br /> /\\/\\ TANK SLAB: .67 X 13.5 X 45.25 = 409.28 CU FT A
<br /> \//\//\ 15 I I 41 15 I I 15 I I .1 1 \//\/1
<br /> I I I I I I \\/� 409.28 CU FTX 87.6 LBS/CU FT = 35 852 LB 1243 WEST MARCH LANE
<br /> „ n 1 I
<br /> 12 x24 x11 GA STEEL STRIKER I I I \\\\\\� 20 CUBED BACKFILL ABOVE TANK: 8TOCKTOK CA 95215
<br /> X ' ' PLATES TYP. UNDER ALL OPENINGS '' ' \//\//\� 4 X 10.5 X 41.25 = 1,732.5 CU FT - 177.5 CU FT = 1555 CF
<br /> W/ MANWAYS ON FIBERGLASS TANK / //\//� 1555 CU FT X 57.6 LBS/ CU FT = 89.568 LBS
<br /> (BY TANK MANF.); 1 I I I 1 //\\/\\/j 30 CURVED BACKFILL ABOVE TANK:
<br /> 3.14 X 5.25 X 41.25 = 3,570.0 CU FT DESIGNED BY:
<br /> 3" GALV. STEEL //\//\ 10.5' X 10.5' X 41.25' = 4,547.8 CU FT
<br /> /\/ „ >, 183 SIPHON PIPE //\\//\\/ 4,547.8 CU FT - 3,570.0 CU FT = 977.8 CU FT= CHECKED BY:
<br /> o / / 12 x12 x11GA STEEL STRIKER PLATES N N
<br /> \/\ x ;; /\/\ 488.9.0 CU FT
<br /> Q o �j/\\// TYP. UNDER ALL OPENINGS W/0 0 I o //\\//\\� 2 DRAWN BY: ER
<br /> Z /\\ MANWAYS ON FIBERGLASS TANK z o, z_ o, 488.9 CU FT X 57.6 LBS/ CU FT = 28,161 LBS
<br /> o (BY TANK MANF.) ® GRAVEL COLUMN ABOVE DEADMEN: DATE: PROJECT N0:
<br /> `` a /\\/ _ =----- �' _ -- -----__ - _ 04/14/2021 7161
<br /> �• _
<br /> .�.
<br /> b ..
<br /> --
<br /> ---------------------------------- --------------------- __
<br /> --------------------
<br /> - / / b;• <:• ;° .. •b.: �' -;; --------------------------------------------- ------ ------- --------------------------- -__------------------------- ---------------- ---_______________________________ -__-------------------_______- ____________________- ----------------- -----------__- -_________________---- - .. / / / 1.5 X 14.5 X 36.0 X 2 - 1 566 CU FT
<br /> /\\ a ---�- -- /\\/\\
<br /> •..°.• ., -------� r------� r------� r------� r----- � r------� r---------� r------� r------� r------� r-----=='.^r'-==� r------� r------� r------� r------� r------� r---------� r------� r------� r---- � r------� r------� r------
<br /> Z \ \ 1,566 CU FTX 57.6 LBS/ CU FT - 90.202 LBS 1■ DRAWING TITLE:
<br /> 1 0 MIN. PEA GRAVEL'-*
<br /> :••R••. y• ..
<br /> '°:�• TRAPPER SCREEN
<br /> P N•
<br /> TRAPPER SCREEN' •��• •L :�• 5 CONCRETE DEADME .
<br /> TYPICAL 12 1 GALLON
<br /> .�..
<br /> C 000 0 000 G 0
<br /> . '°,•:.• •'b:. rot•
<br /> 1
<br /> 09
<br /> 109 :.�••-
<br /> , , ,
<br /> 7 INSTALLED e�• :••
<br /> NS ALLED OVER =s
<br /> =.t
<br /> i
<br /> \ \ TYP.A.
<br /> \ \
<br /> 67 X 1.5 X 36.0 36.2 CU FT
<br /> DOUBLE WALL FIBERGLASS TANK
<br /> O •B��'S .••�7EAC;6�`l:� ��b �
<br /> OU G SS
<br /> \ \ ::�.. \
<br /> COMPACTED SOIL•� •p�` •��`
<br /> 36.2 FT X 87.6 LBS CU FTX 2 = 6.342 LBS
<br /> � / ( ) I INSTALLATION DETAILS
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \••\� \•\�\•�\ \ \ \ \ \ \ \ \ \ \ \p\ \ \p\•\ \p \ \ \�•\ \-\ \p\••\ \ \ \•\ \ \ \• \ \p\ \p\ \ \ \ \p\ \ \•\ •\p\ \p\ \ \p\p\ \ \ p\q\• \• \ •\ ,\b\o- o-\a\•«\•• \ \ 1
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
<br /> / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
<br /> 6 DRY WEIGHT OF TANK: 12,625 LBS
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
<br /> O
<br /> t
<br /> TOTAL HOLD DOWN: 262.750 LBS) j SHEET NO:
<br /> END OF TANK 1
<br /> 2'-0" MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2'-0" MIN. TOTAL HOLD DOWN: 262,750 LBS = 1.35 SAFETY FACTOR
<br /> 10 10 TOTAL TANK UPLIFT: 194,594 LBS
<br /> M ,5 ,3,06
<br /> A: UNDERGROUND TANK SECTION DETAIL BUOYANCY CALC. 22,000 GAL. SPLIT TANK
<br /> SCALE: 1/2" = 1 '-0" SCALE: NTS (TYPICAL CALCULATION ASSUMING 4' MINIMUM OVER OF GRAVEL)
<br />
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