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MINIMUM BURY - VARIES BY PIPING SIZE VENT CAP - P/V P/V VALVE AT P/V VALVE AT GASOLINE
<br /> AND PAVING CONDITIONS. INSTALL (NON-GASOLINE) GASOLINE MANIFOLD VENT RISER SYSTEM
<br /> XE RXESq DEADMAN BURIAL Tracy Triangle-Trac •CA (ADJUST 14GT. AS
<br /> /` Y � 3 PER MANI=R'S. REQUIREMENTS 12' MIN. - OUTLET TO � 12' MIN. - OUTLET TO REQUIRED �
<br /> WATER AT GRADE GRADE (SEE ALSO DETAIL 3/PET4) Z
<br /> TANK DATA INSTALLATION 03/12124 FIN. GRADE, TYP. FIN. GRADE, TYP. 0 0 w I)
<br /> NOM.CAI'.(GAL.) 30000 ( l5k x 15k) TOTAL COVER INCLUDING SOIL& C)
<br /> TYPE(SINGLEWALL=I;DW=3) 3 TOP SLAB(FT) 5.50 MANIFOLD MANIFOLD GASOLINE Z U Q
<br /> DRY=I:WET=2 2 TOP SLAB THICKNESS(IN) 9.00 GASOL INE RISERS w N
<br /> FIBERGLASS PRIMARY PIPE W/ VEEDER-ROOT EVR CARBON W
<br /> NOM. TANK DIA. FT. 10 TOP SLAB LENGTH F 55.39 RISERS CfJ
<br /> ( } ( T} SECONDARY CONTAINMENT PIPE CANISTER VAPOR POLISHER W
<br /> TOP SLAB WIDTH(FT) 12.00 SLOPE PIPE TO TANK, (CCVP) SYSTEM - INSTALL Z 0-)
<br /> PROD.STORED(GAL) 0 DEADMAN LNG(FT) 54.00 TYPICAL PER MNFR. INSTRUCTIONS INSTALL GGVP MOUNTING X W t-
<br /> cv
<br /> SPEC. GRAY, USED 1.00 DEADMAN WID(IN) 18.00 BRACKET, VEEDER-ROOT Z (3cYl
<br /> VEEDER-ROOT P/N 3321(o1-002
<br /> DEADMAN THK(IN) 8.75 (KIT SC 1290-002) P/N 330020-64� O U
<br /> SAFETY FACTOR #OF 42"DIAMETER SUMPS 2
<br /> DOWN FORCE/UP FARCE OF 48"DIAMETER SUMPS 2 Q
<br /> -� - - - - Uj
<br /> 110" MIN. LOWEST U-BOLT
<br /> TOTAL WEIGHTS ,�� ABOVE FIN. GRADE INSTALL VAPOR
<br /> nvwN FORCES o PRESSURE SENSOR, j
<br /> CONCRETE WEIGHT 54263.22 LBS, ��� PEA GRAVEL BACKFILL, TYP. = VEEDER-ROOT W
<br /> BACKFILL WEIGHT 337999.94 LBS. �� P/N 33194�0-001
<br /> TANK WEIGHT 17000.00 LBS. i
<br /> PRODUCT WEIGHT 0.00 LBS. - - - - - - - - - - 0 0 PRESSURE SENSOR,
<br /> TOTAL DOWN FORCE---- 409263.06 LBS.
<br /> UP FORCES
<br /> TANK DISK FORCE 270413.48 LBS. G"
<br /> TOTAL UP FORCE----- 270413,48 LBS. � � � CCVP INLET PIPING KIT W/ � INSTALL REDUCING
<br /> °p LOCKABLE BALL VALVE TEE, SCN. 40, MIN.
<br /> WORKSHEET (1/2"0 PIPING) VEEDER-ROOT P/N
<br /> ���E" '-I� VEEDER-ROOT P/N 330020-�038 P/N 332954-002
<br /> TANK DATA W
<br /> SHELL DIAM ETER-------- 10.00 FT. * ACTUAL CAP(GAL) 30083.00 Z 11) W
<br /> FIBERGLASS SECONDARY Q
<br /> SHELL LENGTH------- ------- 49.38 FT. * TANK WT.(LBS.} 17000.00 W
<br /> CONTAINMENT FITTING, W } U �
<br /> -- �
<br /> DOME PROJECTION----------- 2.51 FT. " O.A.L.(FT,) 53.39 TYPICAL 'Q
<br /> W W
<br /> MID POINT HEIGHT---------- 9.75 FT. * NUMBER OF RIBS 32.00 U } ! v
<br /> COLUMN HEIGHT-w _. 14.75 FT. * ■***•*.**.■M****.**.***+*•*•**•*k*•***••** J Q m
<br /> RIB VOLUME-----__-_-____-_ 3513.09 CU. IN. DOME A.(SQ FT) 39.37 O cYl Q U
<br /> DOME VOL.{CU FT} 259.44
<br /> pOpL ��pQ�Q4���� VENT RISERS, STEEL PIPE W = Z O
<br /> � U
<br /> REINFORCED CONCRETE VOLUMES(CU.FT•) (MANIFOLD GASOLINE W t- @ W
<br /> TOP SLAB--------------- 498.50 DEADMEN 119.13 AS REQUIRED). W ctl `� t-
<br /> FORCE=VOL.X 88 LBSICF 43868.22 FORCE(LBS)=VOL.X 88 LBSICF 10395.00 CONTAINMENT A B C D E PIPE (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) U �
<br /> �.5 10.ro 6.5 10 14.5 Z
<br /> TOP SLAB& DEADMEN FORCE 54263.22 LBS, VENT RACK 4 SUPPORTS Q (P
<br /> 3 -
<br /> BACKFILL VOLUMES(CU.FT.) 4 8.5 12 -1.5 12 I ro.5 cYl
<br /> OVER TANK SHELL,••---------- 2606.15 OVER DEADMEN 2389.50 6 10.&E> 15 8 14.75 22 Q
<br /> OVER TANK DOMES---------- 254.18 END WEDGE 383.50 W
<br /> TOTAL WET VOLUME 5633.33 SMITH RED THREAD IIA PIPE CCVP EQUIPMENT 4 INSTALLATION (I)
<br /> FORCE=VOL.X 60 LBSICF 337999.84 LBS. HARDWARE SHALL BE AS SUPPLIED W
<br /> BY VEEDER-ROOT (V-R), W/ NO U
<br /> BUOYANCY SEE ALSO SMITH TRENCH DETAIL 3/PET4 SUBSTITUTIONS ALLOWED, AND
<br /> SHELL VOLUME-------------- 4010.22 CUBIC FT.
<br /> INSTALLED PER V-R
<br /> DOME VOLUME-------------- 259.44 CUBIC FT. INSTALLATION INSTRUCTIONS.
<br /> RIB VOLUME------------------ 65.06 CUBIC FT,
<br /> TOTALVOLUME 2423.68 CUBIC FT.
<br /> SMITH PIPING CROSS-OVER DETAIL
<br /> VOL X 7.48 GALICU.FT. 32423.b$ GALLONS
<br /> FORCE=GAL X 8.34(LBS./CAL.) 4ROF E5S1pN 270413.48 LBS. 3 FINISH GRADE, OR TOP
<br /> y444�4`5 5• (F�"cy SCALE: NONE (SOME EXAGGERATION) OF PAVING
<br /> La 61054 r^ Reviewed&�' itol si ned:081D112024 W
<br /> WCe No. H '9 m t6
<br /> Yafoi Consultants.inc. r
<br /> 277585onia Margorita Fkwy#238, r r W Q
<br /> Mission Vlelo,CA 92691 I I N W
<br /> q� 1V1 'Te1:949.46B•9702 I � I INSTALL
<br /> - Ili RAGK, SUMP, -
<br /> -I
<br /> -I SUPPORT GONG. I_
<br /> - I� AND PEA-GRAVEL I 17 W
<br /> XERXES -' I I ______ i i BAC<FILL PER i i I I 111 O
<br /> - l=III BRAVO INSTALL I ------ 1 1 O J
<br /> I II II INSTRUCTIONS. I III-III=_III Q U Q LL
<br /> March 12, 2024 l
<br /> DEADMAN BURIAL Tracy Triangle CA Mike Lee CC: Patrick McDermott
<br /> XERXES y II - -- -----J - --- -----
<br /> WATER AT GRADE E-mail; mleeaia@jps.net l l 1
<br /> 03/12/24 `----------------------J TANK DATA DATA INSTALLATION Re: One is-foot-diameter 24,000 x 6,000-gallon Double-Wail Tank
<br /> NOM. CAP. (GAL.) 30000 (24kx6k) TOTAL COVER INCLUDING SOIL& 5.50 One 10-foot-diameter 15,000 x 15,000-gallon Double-Wall Tank
<br /> TYPE(SINGLEWRY=] V4'ET=2 2 TOP SLAB THICKNESS(IN) 9.00 DW=3) 3 TOP SLAB(
<br /> DRY1; Buoyancy Calc - Tracy Triangle - Tracy CA 1 VENT RACK W/ CARBON CANISTER [C C V P I W o z
<br /> NOM.TANK DIA.(FT.) 10 TOP SLAB LENGTH(FT) 55.43 SCALE: 3/4" = 1'-0" (W/ SOME EXAGGERATION) J /V Q > c{l 3
<br /> TOP SLAB WIDTH(FT) 12.D0 Dear Mike: � O
<br /> PROD.STORED(GAL) 0 DEADMAN LNG(FT) 54.D0 V♦ ♦ 0 Z (� O0-) U
<br /> SPEC.GRAV. USED 1.00 DEADMAN WID(IN) 18.D0 We have summarized the buoyancy data you requested. All of the calculations are based Z
<br /> 255 DEADMAN THK(IN) 8.75 on the site data you have provided to us and on nominal engineering values for the Q Z J U U U 5
<br /> SAFETY FACTOR #OF 42"DIAMETER SUMPS 2 MULTI-PORT E.V.R. FILL Q W
<br /> physical parameters. q
<br /> DOWN FORCE/UP FORCE= 1.51 ;1 #OF 48"DIAMETER SUMPS 2 ASSEMBLY SYSTEM INCLUDES: FC _ A O
<br /> All of the calculations are based on Standard engineering practice. We use approaches INSTALL 4 TEST ALL EQUIPMENT LL
<br /> TOTAL WEIGHTS in a manner similar to the protocols resented in the PE1/RP 100-20 manual to 5 GAL. VR-1 CONTAINMENT PER MNFR. REQUIREMENTS Z (�/ Z
<br /> DOWN FORCES p p MANHOLE W/ VAPOR CAP 4
<br /> CONCRETE WEIGHT 54293.25 LBS. calculate the underground tank Buoyancy Safety Factors. VR ADAPTOR, TYP.
<br /> BACKFILL WEIGHT 338132.31 LBS. SEE SITE PLAN FOR SLAB THICKNESS, BURY DEPTH.
<br /> TANK WEIGHT 17000.00 LBS. It is the tank Owner's responsibility to determine the Suitability and applicability of 5 GAL. FILL CONTAINMENT
<br /> PRODUCT WEIGHT 0.00 LBS. installation. Our sole responsibility in any installation is as stated in our Limited Warranty. MANHOLE W/ FILL CAP 4 \
<br /> TOTAL DAWN FORCE---- 409425.56 LBS.UP FORCES Our calculations show that, given the installation parameters that you have provided to TOP SEAL ADAPTOR, TYP. 12" TYP.
<br /> ALIGN SENSORS W/ INSPECTION PORT
<br /> TANK DISP. FORCE 270726.08 LBS. us (calculated with the tank empty, burial depth of 5.5 feet, the water table at the 1" TYP. CROWN
<br /> TOTAL UP FORCE----- 270726.08 LBS. same elevation as finished grade, and using the factory-supplied anchoring system) the
<br /> WORKSHEET Buoyancy Safety Factors are as follows:
<br /> SHROUD BOOTS W/ o o .. .. a .
<br /> SHELL DIAMETER----------- 10.00NF DATA ACTUAL CAP(GAL) 30277.00 Tank Buoyancy Safety FactorCLAMPS, TYP. a^ .'. ri\ •a _
<br /> SHELL LENGTH---- ----- 48.41 FT, TANK WT.(LBS.) 17000.00
<br /> DOME PROJECTION---------- 2.51 FT, O.A.L.(FT.) 53.43 a•. uy 4'_ MANWAY SKIRT
<br /> MID POINT HEIGHT---------- 9.75 FT. NUMBER OF RIBS 33.00 24,000 x 5,000-gallon 1.51:1LLI
<br /> *. * ...* *� * **�** � *** * � *�. 15 000 x 15 IY COLUMN HEIGHT------------- 14.75 FT. 000-gallon 1.51:1, ,
<br /> RIB VOLUME---------------- 3513.09 CU. IN. DOME A. (SQ FT) 39.37
<br /> DOME VOL.. (CU FT) 259.44 We recommend a minimum Buoyancy Safety Factor of 1.20:1. I have included copies of HYDROSTATIC SENSOR WIN
<br /> the worksheets for your files. ....BRINE RESERVOIR, TYP. W
<br /> REINFORCED CONCRETE VOLUMES(CU,FT.)
<br /> TOP SLAB-------- -- 498.84 DEADMEN 118.13 If we can be of additional assistance, please feel free to contact us. INTERSTITIAL FLUID TUBING
<br /> FORCE=VOL.X 88 LBS/CF 43898.25 FORCE(LBS)=VOL. X 88 LBSICF 10395.00 Sincerely, EXPLOSION PROOF i1J". . TO SUMP PORT Q
<br /> TOP SLAB& DEADMEN FORCE 54293.25 LBS. BOX W/ SEAL-OFFS; TYP.
<br /> o . . 42" (MIN.) DBL. WALL BRINE-
<br /> BACKFILL VOLUMES(CU. FT.) `-
<br /> . .FILLED CONTAINMENT SUMP
<br /> OVER TANK SHELL-- - 2608.36 OVER DEADMEN 2389.50 // U z D 1W
<br /> OVER TANK DOMES------- 254.19 END WEDGE 383.50 Je rey Lexvold CONDUIT PENETRATION f 7 w iv
<br /> TOTAL WET VOLUME 5635.54 �QFE55J� W Li ~ 0 71
<br /> Senior Applications Engineer 94 N'�! FITTING FOR DBL. WALL . . •� W�� o W
<br /> FORCE=VOL. X 60 LBSICF 338132.31 LBS. %S S• ( SUMPS, TYP. 4"0 BLACK IRON !� `�_v w
<br /> 21
<br /> Attachments - 2 �`� U�` t"0% ti
<br /> BUOYANCY Reviewed2 &Digitally signed: RISERS, TYP. O W ~ `t
<br /> �Lw�m cv
<br /> �., 610 4 r�, PEA GRAVEL =� ~f w o 0
<br /> SHELL VOLUME----------- 4013.20 CUBIC FT, I� �� Yatai Cansuifcnts,inc. W w w z 4
<br /> DOME VOLUME-____---_- 259.44 CUBIC FT. _ J W
<br /> 27758 Santa Margarita Pkwy#238, BACKFILL, TYP. J O m
<br /> RIB VOLUME----------------- 67.09 CUBIC FT. O=
<br /> � Mission Viejo,CA 92691 SENSOR HOLDER �
<br /> TOTAL VOLUME 4339.73 CUBIC FT. T�`Or ��F ?L-1 Z u Y =
<br /> q C 1V IL Tel:949 468-A7D2 W ♦��//�� W
<br /> VOL X 7.48 GALICU.FT. 32461.16 GALLONS W v� (3 Z,1 � 0
<br /> � �nO�Q �4- l'_)
<br /> 4pQFE551U Xerxes Corporation 1-952-887-1890 4 v I a Z W E
<br /> FORCE=GAL X 8.34(LBS./GAL.) p �5 S. �4r 270726A8 LBS. INSTALLEs-cornD SUMP BASE 4 W � W e Q N ~11 ff
<br /> C�<" G'y Minn apd s,MIN 1 Xerxes nu 55431-1te 12881 ma trcom COLLAR BY TANK MFR. �j N Q W�D O�O C 0-
<br /> W No. 4 � �ZQ �0-Qs O
<br /> a Reviewed&Digitally signed:08/01/2024 U 4 U W U Z
<br /> \� 27759Sonlo Margadto Pkwy#238, �W W 0-0 0
<br /> 4 C11V 1\ Mission Viejo,CA 92d91 W al=W W
<br /> rF �L� Te!:949-dd&9702 W ~W
<br /> �ODC q o D w
<br /> BUOYANCY CALCULATIONS RE - BUOYANCY CALCULATIONS U.S.T. FILL SUMP DETAILS �DARc
<br /> 5 SCALE: 1 = 1 -0 4 SCALE: 1 = 1 -0 2 SCALE: 1 = 1 -0 (WITH SOME EXAGGERATION FOR CLARITY) ���$ 1`EL E $1,14
<br /> tp PET = 5
<br /> ;A NO.C 8 664 ti
<br /> REN.3-31-25
<br /> ��OF CALZ�O� OF S 'F ET' 5NEETS
<br />
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