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<br />DEADMAN BURIAL
<br />Tracy Triangle - Tracy CA
<br />5
<br />WATER AT GRADE
<br />D
<br />E
<br />TANK DATA
<br />0311212 4
<br />INSTALLATION
<br />(IN.)
<br />TANK DATA
<br />30000 ( 24k x 6k }
<br />INSTALLATION
<br />5.50
<br />NOM. CAP. (GAL.)
<br />30000 ( 15k x 15k)
<br />TOTAL COVER INCLUDING SOIL &
<br />14.5
<br />DRY= 1; WET=2
<br />2
<br />TOP SLAB THICKNESS (IN)
<br />5.50
<br />TYPE (SINGLEWALL=I;DW=3)
<br />3
<br />TOP SLAB (FT)
<br />55.43
<br />DRY= 1: WET=2
<br />2
<br />TOP SLAB THICKNESS (IN)
<br />9.00
<br />NOM. TANK DIA. (FT.)
<br />10
<br />TOP SLAB LENGTH (FT)
<br />55.39
<br />1.00
<br />TOP SLAB WIDTH (FT)
<br />12.00
<br />PROD. STORED (GAL)
<br />0
<br />DEADMAN LNG (FT)
<br />54.00
<br />SPEC. GRAY, USED
<br />1.00
<br />DEADMAN WID (IN)
<br />18.00
<br />DOWN FORCE/UP FORCE =
<br />1.51 ;1
<br />DEADMAN THK (IN)
<br />8.75
<br />SAFETY FACTOR
<br /># OF 42" DIAMETER SUMPS
<br />2
<br />DOWN FORCE/UP FORCE =
<br />j.j ; j
<br /># OF 48" DIAMETER SUMPS
<br />2
<br />CONCRETE WEIGHT
<br />TOTAL WEIGHTS
<br />DOWN FORCES
<br />338132.31 LBS.
<br />CONCRETE WEIGHT
<br />54263.22 LBS,
<br />BACKFILL WEIGHT
<br />337999.84 LBS.
<br />TANK WEIGHT
<br />17000.00 LBS.
<br />409425.56
<br />LBS.
<br />PRODUCT WEIGHT
<br />0.00 LBS.
<br />TANK DISP. FORCE
<br />TOTAL DOWN FORCE----
<br />409263.06
<br />LBS.
<br />UP FORCES
<br />TOTAL UP FORCE-----
<br />270726.08
<br />LBS.
<br />TANK DISP. FORCE
<br />270413.48 LBS.
<br />TOTAL UP FORCE----
<br />270413,48
<br />LBS.
<br />SHELL DIAMETER----------
<br />WORKSHEET
<br />ACTUAL CAP (GAL)
<br />30277.00
<br />SHELL LENGTH---- -----
<br />TANK DATA
<br />TANK WT. (LBS.)
<br />17000.00
<br />SHELL DIAMETER - - -
<br />10.04 FT. *
<br />ACTUAL CAP (GAL)
<br />30083-00
<br />SHELL LENGTH -__-
<br />48.38 FT. *
<br />TANK WT. (LBS.)
<br />17000.00
<br />DOME PROJECTION___
<br />2.51 FT. "
<br />O.A.L. (FT,)
<br />53.39
<br />MID POINT HEIGHT----------
<br />9.75 FT. *
<br />NUMBER OF RIBS
<br />32.00
<br />COLUMN HEIGHT- ...
<br />14.75 FT. k
<br />■**txax*******a*krr***********k*********
<br />RIB VOLUME----__-______--_
<br />3513.09 CU. IN.
<br />DOME A. (SQ FT)
<br />39.37
<br />DEADMEN
<br />118.13
<br />DOME VOL. (CU FT)
<br />259.44
<br />REINFORCED CONCRETE VOLUMES (CU. FT.)
<br />10395.00
<br />TOP SLAB----------------
<br />498.50
<br />DEADMEN
<br />118.13
<br />FORCE = VOL. X 88 LBSICF
<br />43868.22
<br />FORCE (LBS) = VOL. X 88 LBSICF
<br />10395.00
<br />TOP SLAB & DEADMEN FORCE 54263.22
<br />LBS,
<br />OVER TANK DOMES--------
<br />254.18
<br />BACKFILL VOLUMES (CU. FT.)
<br />383.50
<br />OVER TANK SHELLr-----------
<br />2606.15
<br />OVER DEADMEN
<br />2389.50
<br />OVER TANK DOMES----------
<br />254.18
<br />END WEDGE
<br />383.50
<br />TOTAL WET VOLUME
<br />5633.33
<br />SHELL VOLUME----------
<br />FORCE = VOL. X 60 LBSICF
<br />337999,84
<br />LBS.
<br />DOME VOLUME-____---_-
<br />BUOYANCY
<br />SHELL VOLUME--------------
<br />4010.22 CUBIC FT.
<br />DOME VOLUME-------------
<br />259.44 CUBIC FT.
<br />RIB VOLUME------------------
<br />65.06 CUBIC FT,
<br />LBS.
<br />TOTAL VOLUME
<br />4334.72 CUBIC FT.
<br />VOL X 7.48 GALICU.FT.
<br />32423.68 GALLONS
<br />FORCE = GAL X 8.34 (LBS.IGAL.)
<br />45, E5SlpN 270413,48
<br />X444 4�5 S.
<br />LBS.
<br />V Cy
<br />a M Ho. Reviewed & Digitally signed: 08101/2024
<br />Yolai Consullanls. lnc.
<br />Q 2775$ 5onlo Margodla Pkwy #238,
<br />Mission Viejo, CA 92691
<br />Tel:949.468.9702
<br />�� OF' CA►-�F
<br />y� ���
<br />/�
<br />DEADMAN BURIAL
<br />WATER AT GRADE
<br />Tracy Triangle - Tracy CA
<br />5
<br />03/12/24
<br />D
<br />E
<br />TANK DATA
<br />(IN.)
<br />INSTALLATION
<br />(IN.)
<br />NOM. CAP. (GAL.)
<br />30000 ( 24k x 6k }
<br />TOTAL COVER INCLUDING SOIL &
<br />5.50
<br />TYPE (SING LEWALL=I;DW=3)
<br />3
<br />TOP SLAB (FT)
<br />14.5
<br />DRY= 1; WET=2
<br />2
<br />TOP SLAB THICKNESS (IN)
<br />9.00
<br />NOM. TANK DIA. (FT.)
<br />10
<br />TOP SLAB LENGTH (FT)
<br />55.43
<br />15
<br />TOP SLAB WIDTH (FT)
<br />12.D0
<br />PROD. STORED (GAL)
<br />0
<br />DEADMAN LNG (FT)
<br />54.D0
<br />SPEC. GRAY. USED
<br />1.00
<br />DEADMAN WiD (IN)
<br />18.D0
<br />n
<br />255
<br />DEADMAN THK (IN)
<br />8.75
<br />SAFETY FACTOR
<br /># OF 42" DIAMETER SUMPS
<br />2
<br />DOWN FORCE/UP FORCE =
<br />1.51 ;1
<br /># OF 48" DIAMETER SUMPS
<br />2
<br />TOTAL WEIGHTS
<br />DOWN FORCES
<br />CONCRETE WEIGHT
<br />54293.25 LBS.
<br />BACKFILL WEIGHT
<br />338132.31 LBS.
<br />TANK WEIGHT
<br />17000.00 LBS.
<br />PRODUCT WEIGHT
<br />0.00 LBS.
<br />TOTAL DOWN FORCE-----
<br />409425.56
<br />LBS.
<br />UP FORCES
<br />TANK DISP. FORCE
<br />270726.08 LBS.
<br />TOTAL UP FORCE-----
<br />270726.08
<br />LBS.
<br />WORKSHEET
<br />TANK DATA
<br />SHELL DIAMETER----------
<br />10.00 FT. *
<br />ACTUAL CAP (GAL)
<br />30277.00
<br />SHELL LENGTH---- -----
<br />48.41 FT. *
<br />TANK WT. (LBS.)
<br />17000.00
<br />DOME PROJECTION---------
<br />2.51 FT, *
<br />O.A.L. (FT.)
<br />53.43
<br />MID POINT HEIGHT--------
<br />9.75 FT. *
<br />NUMBER OF RIBS
<br />33.00
<br />COLUMN HEIGHT---- - _
<br />14.75 FT.
<br />RIB VOLUME---------- - ---
<br />3513.09 CU. IN.
<br />DOME A. (SQ FT)
<br />39.37
<br />DOME VOL.. (CU FT)
<br />259.44
<br />REINFORCED CONCRETE VOLUMES (CU, FT.)
<br />TOP SLAB-------------------
<br />498.84
<br />DEADMEN
<br />118.13
<br />FORCE = VOL. X 88 LBSICF
<br />43898.25
<br />FORCE (LBS) = VOL. X 88 LBSICF
<br />10395.00
<br />TOP SLAB & DEADMEN FORCE 54293.25
<br />LBS.
<br />BACKFILL VOLUMES (CU. FT.)
<br />OVER TANK SHELL-----------
<br />2608.36
<br />OVER DEADMEN
<br />2389.50
<br />OVER TANK DOMES--------
<br />254.18
<br />END WEDGE
<br />383.50
<br />TOTAL WET VOLUME
<br />5635.54
<br />FORCE = VOL. X 60 LBSICF
<br />338132.31
<br />LBS.
<br />BUOYANCY
<br />SHELL VOLUME----------
<br />4013.20 CUBIC FT,
<br />DOME VOLUME-____---_-
<br />259.44 CUBIC FT.
<br />RIB VOLUME---------------
<br />67.09 CUBIC FT.
<br />TOTAL VOLUME
<br />4339.73 CUBIC FT.
<br />VOL X 7.48 GAUCUTT. 32461.16 GALLONS
<br />FORCE = GAL X 8.34 (LBS./GAL.)
<br />RDVESS1,
<br />�'vp4��s S. (Nql�` 270726.08
<br />LBS.
<br />L" Ho. 0 4
<br />Reviewed & Digitally signed: 08/01/2024
<br />Yatal Consultants, inc.
<br />�Q 27759Sonla Morgaoto Pkwy #238,
<br />9 O!V lM- Mission Vieio, CA 92691
<br />Tel: 949-46&9702
<br />OF
<br />BUOYANCY CALCULATIONS
<br />SCALE: 1" = 1'-0"
<br />MINIMUM BURY - VARIES 5Y PIPING SIZE
<br />AND PAVING CONDITIONS. INSTALL
<br />PER MANFR'S. REQUIREMENTS
<br />GRADE (SEE ALSO DETAIL 3/PET4)
<br />FIBERGLASS PRIMARY PIPE UJ/
<br />SECONDARY CONTAINMENT PIPE
<br />SLOPE PIPE TO TANK,
<br />TYPICAL
<br />FIBERGLASS SECONDARY
<br />CONTAINMENT FITTING,
<br />TYPICAL
<br />N--1EmCMTIi1[ 1Nl
<br />NPIE OIEFZa Z%7JOKS
<br />CONTAINMENT
<br />A
<br />5
<br />C
<br />D
<br />E
<br />PIPE (IN.)
<br />(IN.)
<br />(IN.)
<br />(IN.)
<br />(IN.)
<br />(IN.)
<br />3
<br />TE>
<br />10.6
<br />&.5
<br />10
<br />14.5
<br />4
<br />5.5
<br />12
<br />I.5
<br />12
<br />I(o.5
<br />ro
<br />10.(5
<br />15
<br />8
<br />14.75
<br />22
<br />SMITH RED THREAD IIA PIPE
<br />SEE ALSO SMITH TRENCH DETAIL 3/PET4
<br />SMITH PIPING CROSS-OVER DETAIL
<br />SCALE: NONE (SOME EXAGGERATION)
<br />�
<br />XERXES:
<br />March 12, 2024
<br />Mike Lee CC: Patrick McDermott
<br />E-mail: mleeaia@jps.net
<br />Re: One 10 -foot -diameter 24,000 x 6,000 -gallon Double -Wail Tank
<br />One 10 -foot -diameter 15,000 x 15,000 -gallon Double -Wall Tank
<br />Buoyancy Calc - Tracy Triangle - Tracy CA
<br />Dear Mike:
<br />We have summarized the buoyancy data you requested. All of the calculations are based
<br />on the site data you have provided to us and on nominal engineering 'values for the
<br />physical parameters.
<br />All of the calculations are based on standard engineering practice. We use approaches
<br />in a manner similar to the protocols presented in the PE1/RP 100-20 manual to
<br />calculate the underground tank Buoyancy Safety Factors.
<br />It is the tank owner's responsibility to determine the suitability and applicability of
<br />installation. Our sole responsibility in any installation is as stated in our Limited Warranty.
<br />Our calculations show that, given the installation parameters that you have provided to
<br />us (calculated with the tank empty, burial depth of 5.5 feet, the water table at the
<br />same elevation as finished grade, and using the factory -supplied anchoring system) the
<br />Buoyancy Safety Factors are as follows:
<br />Tank Buoyancy Safety Factor
<br />24,000 x 6,000 -gallon 1.51:1
<br />15,000 x 15,000 -gallon 1 1.51:1
<br />We recommend a minimum Buoyancy Safety Factor of 1.20:1. 1 have included copies of
<br />the worksheets for your files.
<br />If we can be of additional assistance, please feel free to contact us.
<br />Sincerely,
<br />9ery LexvoId �gFEIS.,
<br />Senior Applications Engineer 9� Nq�
<br />Attachments - 2 Re .e ed & D' 'fall s'I
<br />ned
<br />Xerxes Corporation 1-952-887-1890
<br />7901 Xerxes Avenue S, Suite 201 xerxes-com
<br />Minneapolis, MN 55431-1288 mattr-com
<br />v 9
<br />08/01/2024
<br />Yotai Consultants, inc.
<br />27758 Santa Margarita Pkwy #238,
<br />Mission Viejo, CA 92691
<br />Tel: 949-468-9702
<br />RE - BUOYANCY CALCULATIONS
<br />SCALE: 1" = 1'_0''
<br />VENT CAP - P/V
<br />(NON -GASOLINE)
<br />12' MIN. - OUTLET TO
<br />FIN. GRADE, TYP.
<br />MANIFOLD
<br />GASOL INE
<br />RISERS
<br />P/V VALVE AT
<br />GASOLINE MANIFOLD
<br />12' MIN. - OUTLET TO
<br />FIN. GRADE, TYP.
<br />VEEDER-ROOT EVR CARBON -
<br />CANISTER VAPOR POLISHER
<br />((CVP) SYSTEM - INSTALL
<br />PER MNFR. INSTRUCTIONS
<br />VEEDER-ROOT P/N 3321(ol-002
<br />(KIT 0&129O-002)
<br />110" MIN. LOWEST U -BOLT
<br />ABOVE FIN. GRADE
<br />CCVP INLET PIPING KIT LU/
<br />LOCKABLE BALL VALVE
<br />(1/2'40 PIPING)
<br />VEEDER-ROOT P/N 330020-(o3O
<br />VENT RISERS, STEEL PIPE
<br />(MANIFOLD GASOLINE
<br />AS REQUIRED).
<br />VENT RACK 4 SUPPORTS
<br />CCVP EQUIPMENT 4 INSTALLATION
<br />HARDWARE SHALL BE AS SUPPLIED
<br />BY VEEDER-ROOT (V -R), W1 NO
<br />SUBSTITUTIONS ALLOWED, AND
<br />INSTALLED PER V -R
<br />INSTALLATION INSTRUCTIONS.
<br />FINISH GRADE, OR TOP
<br />OF PAVING
<br />P/V VALVE AT GASOLINE
<br />VENT RISER SYSTEM
<br />(ADJUST NGT. AS
<br />REQUIRED)
<br />MANIFOLD GASOLINE
<br />RISERS
<br />INSTALL CCVP MOUNTING
<br />BRACKET, VEEDER-ROOT
<br />P/N 330020-64-1
<br />INSTALL VAPOR
<br />PRESSURE SENSOR,
<br />VEEDER-ROOT
<br />P/N 33194(0-001
<br />PRESSURE SENSOR,
<br />INSTALL REDUCING
<br />TEE, SCH. 40, MIN,
<br />VEEDER-ROOT P/N
<br />P/N 332954-002
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<br />VENT RACK W/ CARBON CANISTER [CCVPI
<br />SCALE: 3/4" = 1'-0" (W1 SOME EXAGGERATION)
<br />MULTI -PORT E.V.R. FILL
<br />ASSEMBLY SYSTEM INCLUDES:
<br />5 GAL. VR -1 CONTAINMENT
<br />MANHOLE W1 VAPOR CAP 4
<br />VR ADAPTOR, TTP.
<br />5 GAL. FILL CONTAINMENT
<br />MANHOLE W1 FILL GAP 4
<br />TOP SEAL ADAPTOR, TYP.
<br />ALIGN SENSORS W1 INSPECTION PORT
<br />EXPLOSION PROOF
<br />BOX W1 SEAL -OFFS; TYP...•
<br />CONDUIT PENETRATION •
<br />FITTING FOR DBL. WALL . .
<br />SUMPS, TYP.
<br />PEA GRAVEL
<br />BACKFILL, TYP.
<br />INSTALLED SUMP BASE 4
<br />COLLAR BY TANK MFR.,
<br />SH IR
<br />U.S.T. FILL SUMP DETAILS
<br />INSTALL 4 TEST ALL EQUIPMENT
<br />PER MNFR. REQUIREMENTS
<br />SEE SITE PLAN FOR SLAB THICKNESS, BURY DEPTH.
<br />SCALE: 1" = P-0" (WITH SOME EXAGGERATION FOR CLARITY)
<br />12 " TYP.
<br />1" TYP CROWN
<br />o � A
<br />`MANWAY SKIRT
<br />HYDROSTATIC SENSOR W/IN
<br />BRINE RESERVOIR, TYP.
<br />INTERSTITIAL FLUID TUBING
<br />TO SUMP PORT
<br />42" (MIN.) DBL. WALL BRINE-
<br />-FILLED CONTAINMENT SUMP
<br />4"o BLACK IRON
<br />RISERS, TYP.
<br />SENSOR HOLDER
<br />ARc�\
<br />a
<br />�1
<br />NO. CS 84
<br />I I
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<br />RACK, SUMP,
<br />-I III
<br />I SUPPORT CONC.
<br />(V
<br />AND PEA -GRAVEL
<br />-III IIIA------�
<br />IL ER
<br />------�
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<br />BRAVOSTA
<br />INSTRUCTIONS.
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<br />P/V VALVE AT GASOLINE
<br />VENT RISER SYSTEM
<br />(ADJUST NGT. AS
<br />REQUIRED)
<br />MANIFOLD GASOLINE
<br />RISERS
<br />INSTALL CCVP MOUNTING
<br />BRACKET, VEEDER-ROOT
<br />P/N 330020-64-1
<br />INSTALL VAPOR
<br />PRESSURE SENSOR,
<br />VEEDER-ROOT
<br />P/N 33194(0-001
<br />PRESSURE SENSOR,
<br />INSTALL REDUCING
<br />TEE, SCH. 40, MIN,
<br />VEEDER-ROOT P/N
<br />P/N 332954-002
<br />I I
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<br />VENT RACK W/ CARBON CANISTER [CCVPI
<br />SCALE: 3/4" = 1'-0" (W1 SOME EXAGGERATION)
<br />MULTI -PORT E.V.R. FILL
<br />ASSEMBLY SYSTEM INCLUDES:
<br />5 GAL. VR -1 CONTAINMENT
<br />MANHOLE W1 VAPOR CAP 4
<br />VR ADAPTOR, TTP.
<br />5 GAL. FILL CONTAINMENT
<br />MANHOLE W1 FILL GAP 4
<br />TOP SEAL ADAPTOR, TYP.
<br />ALIGN SENSORS W1 INSPECTION PORT
<br />EXPLOSION PROOF
<br />BOX W1 SEAL -OFFS; TYP...•
<br />CONDUIT PENETRATION •
<br />FITTING FOR DBL. WALL . .
<br />SUMPS, TYP.
<br />PEA GRAVEL
<br />BACKFILL, TYP.
<br />INSTALLED SUMP BASE 4
<br />COLLAR BY TANK MFR.,
<br />SH IR
<br />U.S.T. FILL SUMP DETAILS
<br />INSTALL 4 TEST ALL EQUIPMENT
<br />PER MNFR. REQUIREMENTS
<br />SEE SITE PLAN FOR SLAB THICKNESS, BURY DEPTH.
<br />SCALE: 1" = P-0" (WITH SOME EXAGGERATION FOR CLARITY)
<br />12 " TYP.
<br />1" TYP CROWN
<br />o � A
<br />`MANWAY SKIRT
<br />HYDROSTATIC SENSOR W/IN
<br />BRINE RESERVOIR, TYP.
<br />INTERSTITIAL FLUID TUBING
<br />TO SUMP PORT
<br />42" (MIN.) DBL. WALL BRINE-
<br />-FILLED CONTAINMENT SUMP
<br />4"o BLACK IRON
<br />RISERS, TYP.
<br />SENSOR HOLDER
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