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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 /> a� �� � DEADMAN BURIAL Tracy Triangle-Tracy CA a (ADJUST HGT. AS
<br /> (3 WATER AT GRADE PER MANFR S. REQUIREMENTS 12' MIN. - OUTLET TO 12' MIN. - OUTLET TO REQUIRED) 01
<br /> 01
<br /> GRADE (SEE ALSO DETAIL 3/PET4) Z_
<br /> TANK DATA INSTALLATION 03/12/24 FIN. GRADE, TYP. FIN. GRADE, TYP. O 0 w a)
<br /> NOM.CAP.(GAL.) 30000 ( 15k x 15k) TOTAL COVER INCLUDING SOIL& Q
<br /> TYPE(SINGLEWALL=I;DW=3) 3 TOP SLAB(FT) 5.50 MANIFOLD MANIFOLD GASOLINE Z 1P U Q
<br /> DRY=I:WET=2 2 TOP SLAB THICKNESS(IN) 9.00 GASOL INE RISERS l cv
<br /> FIBERGLASS PRIMARY PIPE W/ VEEDER-ROOT EVR CARBON Lv
<br /> NOM. TANK DIA. FT. 10 TOP SLAB LENGTH F 55.39 RISERS Q l�
<br /> � * ( T) SECONDARY CONTAINMENT PIPE CANISTER VAPOR POLISHER W O r
<br /> TOP SLAB WIDTH(FT) 12.00 Z_ 6�
<br /> SLOPE PIPE TO TANK, (CCVP) SYSTEM - INSTALL
<br /> PROD.STORED(GAL) 0 DEADMAN LNG(FT) 54.00 TYPICAL PER MNFR. INSTRUCTIONS INSTALL CCVP MOUNTING V' X W C cv
<br /> SPEC. GRAY, USED 1.00 DEADMAN WID(IN) 18.00 BRACKET, VEEDER-ROOT Z (3cTl
<br /> VEEDER-ROOT P/N 3321/ol-002
<br /> DEADMAN THK(IN) 8.75 ° ° ° (KIT 0&129m-002) P/N 330020-64-1 0 U
<br /> SAFETY FACTOR #OF 42"DIAMETER SUMPS 2 ° ,-- __ _ __ ____ J O W
<br /> DOWN FORCE/UP FORCE= 1.51 :1 #OF 48"DIAMETER SUMPS 2 I' C Q O
<br /> 110 MIN. LOWEST U-BOLT
<br /> TOTAL WEIGHTS , �,✓� ° ABOVE FIN. GRADE INSTALL VAPOR
<br /> nowN FORCES -
<br /> CONCRETE WEIGHT 54263.22 LBS, i� ° PEA GRAVEL BACKFILL, TYP. _� PRESSURE SENSOR, �
<br /> BACKFILL WEIGHT 337999.84 LBS. i V 33194(o-OO1
<br /> ROOT j�
<br /> TANK WEIGHT 17000.00 LBS. ,' --- - - P//N 319
<br /> PRODUCT WEIGHT 0.00 LBS. - - - - - - - - - - - O 0 �S PRESSURE SENSOR,
<br /> TOTAL DOWN FORCE---- 409263.06 LBS. --- --
<br /> UP FORCES
<br /> TANK DISP. FORCE 270413.4E LBS.
<br /> TOTAL UP FORCE---- 270413,4E LBS. HCCVP INLET PIPING KIT W/ INSTALL REDUCING
<br /> "p LOCKABLE BALL VALVE TEE, SCH. 40, MIN.
<br /> WORKSHEET (1/2"m PIPING) VEEDER-ROOT P/N
<br /> "1E" VEEDER-ROOT P/N 330020-11 P/N 332954-002
<br /> W
<br /> TANK DATA
<br /> SHELL DIAMETER -- - 10.00 FT. * ACTUAL CAP(GAL) 30083.00 FIBERGLASS SECONDARY Z 1I1 W
<br /> SHELL LENGTH----W___� 49.38 FT. * TANK WT.(LBS.) 17000.00 W
<br /> CONTAINMENT FITTING, W } U � ,n
<br /> DOME PROJECTION___ 2.51 FT. " O.A.L.(FT,) 53.39 TYPICAL �
<br /> W W O N
<br /> MID POINT HEIGHT---------- 9.75 FT. * NUMBER OF RIBS 32.00 U } U
<br /> COLUMN HEIGHT-_ ... . 14.75 FT. k ■**txaxr**■******k krr***********k********* J (Yl
<br /> RIB VOLUME----__-______--_ 3513.09 CU. IN. DOME A.(SQ FT) 39.37 Q O 6 ED U
<br /> DOME VOL.(CU FT) 259.44
<br /> Z O
<br /> pOpC ��pQ�Q40O�� VENT RISERS, STEEL PIPE - W
<br /> _ - W U
<br /> REINFORCED CONCRETE VOLUMES(CU. FT.) (MANIFOLD GASOLINE i V W � r @ W
<br /> TOP SLAB---------------- 498.50 DEADMEN 118.13 AS REQUIRED)
<br /> CONTAINMENT A B C .D E � (S) �/ m `� �
<br /> FORCE=VOL.X 88 LBSICF 43869.22 FORCE(LBS)=VOL.X 88 LBSICF 10395.00 PIP ,
<br /> E (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) Q U Q) Z
<br /> TOP SLAB& DEADNIFN FORCE 54263.22 LBS. VENT RACK 4 SUPPORTS Q Q)
<br /> 3 TE> 10.6 &.5 lO 14.5 -
<br /> BACKFILL VOLUMES(CU.FT.) 4 SS 12 I.5 12 I io.5 cYl
<br /> OVER TANK SHELLr----------- 2606.15 OVER DEADMEN 2389.50 r0 1 m.II 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 (D
<br /> FORCE=VOL.X 60 LBSICF 337999.84 LBS. HARDWARE SHALL BE AS SUPPLIED l W
<br /> BY VEEDER-ROOT (V-R), W/ NO LI
<br /> BUOYANCY SEE ALSO SMITH TRENCH DETAIL 3/PET4 SUBSTITUTIONS ALLOWED, AND >1% -
<br /> SHELL VOLUME-------------- 4010.22 CUBIC FT. INSTALLED PER V-R -1
<br /> DOME VOLUME------------- 259.44 CUBIC FT. INSTALLATION INSTRUCTIONS.
<br /> RIB VOLUME------------------ 65.06 CUBIC FT,
<br /> TOTAL VOLUME 2423.68 CUBIC FT.
<br /> SMITH PIPING CROSS-OVER DETAIL
<br /> VOL X 7.48 GALICU.FT. 32423.b$ GALLONS pF ESSIp
<br /> FORCE=GAL X 8.34(LBS./CAL.) 444R�5 S Nq� 270413.48 LBS. 3 FINISH GRADE, OR TOP
<br /> "yc SCALE: NONE (SOME EXAGGERATION) OF PAVING
<br /> M
<br /> ce No.. Reviewed&Digitally signed:08/01/2024 W N
<br /> Yatai Consullanls.lnc. I �4 r Q
<br /> `Q 277585on10 Margodla Pkwy#238, r r W
<br /> Mission Viejo,CA 92691 I 1 I I N W
<br /> 9� c'lV1�- � Te1:949.468.9702 OF I I 1 � INSTALL I I 1, �
<br /> CA►-�F (P N (L
<br /> - RACK, SUMP,
<br /> SUP PORT CON C.
<br /> I I I
<br /> - AND PEA-GRAVEL �Q �v WXERXES BACKFILL PER �o O
<br /> W
<br /> BRAVO INSTALL --1 r----- IINSTRUCTIONS. � I 1 1 I I
<br /> March 12, 2024 ,L
<br /> O
<br /> = I I I-
<br /> DEADMAN BURIAL Tracy Triangle-Tracy CA Mike Lee CC: Patrick McDermott II �i �G,3Ool4 ii I ill
<br /> XERXES
<br /> WATER AT GRADE 031I2124 E-mail: mleeaia[a7jps.net l - ---- -,) i\- ---- ------ - - - - - ----J)
<br /> TANK DATA INSTALLATION Re: One 10-foot-diameter 24,000 x 6,000-gallon Double-Wail Tank
<br /> NOM.CAP. (GAL.) 30000 (24k x 6k) TOTAL COVER INCLUDING SOIL& 5.50 One 10-foot-diameter 15,000 x 15,000-gallon Double-Wall Tank
<br /> TYPE(SING LEWALL=I;DW=3) 3 TOP SLAB(FT) ) Buoyancy Calc - Tracy Triangle - Tracy CA 1)4ALE.
<br /> ENT RACK W/ CARBON CANISTER (C C V P I W Z
<br /> DRY=1;WET=2 2 TOP SLAB THICKNESS IN 9.00
<br /> NOM.TANK DIA.(FT.) 10 TOP SLAB LENGTH(FT) 55.43 3/4" = 1'-0'' (W/ SOME EXAGGERATION) J � Q } M �
<br /> TOP SLAB WIDTH(FT) 12.D0 Dear Mike: � _j \Q
<br /> PROD.STORED(GAL) 0 DEADMAN LNG(FT) 54.D0 ♦ ♦ 0 Z Q ca 6� U
<br /> SPEC.GRAY. USED 1.00 DEADMAN WiD(IN) 18.D0 We have summarized the buoyancy data you requested. All of the calculations are based V ly •4 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 a LV
<br /> physical parameters. 1Z (Y •d .Q
<br /> DOWN FORCE/UP FORCE= 1.51 ;1 #OF 48"DIAMETER SUMPS 2 ASSEMBLY SYSTEM INCLUDES: FC _ A V 0 O
<br /> All of the calculations are based on standard engineering practice. We use approaches INSTALL 4 TEST ALL EQUIPMENT LL -1 q �
<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. (S)
<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 GAP 4
<br /> TOTAL DOWN FORCE----- 409425.56 LBS. TOP SEAL ADAPTOR, TYP. 12u TYP
<br /> UP FORCES Our calculations show that, given the installation parameters that you have provided to
<br /> TANK DISP. FARCE 7 LBS. us {calculated with the tank empty, burial depth of 5.5 feet, the water table at the ALIGN SENSORS W/ INSPECTION PORT
<br /> TOTAL 1" TYP. CROWN
<br /> AL UP FORCE---- 270726.os 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'4
<br /> TANK DATA a. a
<br /> (GAL) Tank Buoyancy Safety Factor
<br /> CLAMPS, TYP. 06
<br /> SHELL DIAMETER---------- 10.00 FT. * ACTUAL CAP GAL 30277.00
<br /> SHELL LENGTH----- ----- 48.41 FT. * TANK WT.(LBS.) 17000.00
<br /> Y Y Y
<br /> DOME PROJECTION---------- 2.51 FT, * O.A.L.(FT.) 53.43 ' a. q a.... MANWAY SKIRT
<br /> 24,000 x 6,000-gallon 1.51:1
<br /> MID POINT HEIGHT-------- 9.75 FT. NUMBER OF RIBS 33.00 W
<br /> COLUMN HEIGHT---- - - 14.75 FT. 15,000 x 15,000-gallon 1.51:1
<br /> RIB VOLUME---------- --- 3513.09 CU. IN. DOME A. (5Q FT) 39.37
<br /> DOME VOL.. (CU FT) 259.44 We recommend a minimum Buoyancy Safety Factor of 1.20:1. 1 have included copies of HYDROSTATIC SENSOR W/IN
<br /> the worksheets for your files. BRINE RESERVOIR, TYP. W
<br /> REINFORCED CONCRETE VOLUMES(CU,FT.)
<br /> TOPSLAB------------------- 498.84 DEADMEN 118.13 If we can be ❑f additional assistance, please feel free to contact us. 0� INTERSTITIAL FLUID TUBING I
<br /> FORCE=VOL.X 88 LBSICF 43898.25 FORCE(LBS)=VOL. X 88 LBSICF 10395.00 Sincerely, EXPLOSION PROOF "J". TO SUMP PORT
<br /> TOP SLAB& DEADMEN FORCE 54293.25 LBS. BOX W/ SEAL-OFFS; TYP..• '
<br /> © 42" (MIN.) DBL. WALL BRINE-
<br /> BACKFILL VOLUMES(CU. FT.) � '
<br /> . .FILLED CONTAINMENT SUMP
<br /> OVER TANK SHELL,------ 2608.36 OVER DEADMEN 2389.50 v z > D
<br /> OVER TANK DOMES--------- 254.18 END WEDGE 383.50 Je rey Lexvold CONDUIT PENETRATION � .41V W
<br /> TOTAL WET VOLUME 5635.54 �QFE55JO W W(Y
<br /> Senior Applications Engineer 9� Nq� FITTING FOR DBL. WALL . . � • . �,W o� o�
<br /> FORCE=VOL. X 60 LBSICF 338132.31 LBS. �� ��S S.
<br /> ( SUMPS, TYP. 4"4, BLACK IRON �'� U WO
<br /> Attachments - 2 ems" 0 t"� �� Reviewed&Digifallysigned: RISERS, TYP. (32 o D
<br /> 11-3 PEA GRAVEL -� ♦♦AA
<br /> BUOYANCY I W No. fi 1054 Yo tai Consultants,inc. BAGKF I LL TYP. W v♦ w o W Ow Off
<br /> SHELL VOLUME---------- 4013.20 CUBIC FT, oc �
<br /> DOME VOLUME-____---_- 259.44 CUBIC FT. J W
<br /> 27758 Santa Margarita Pkwy#238, U
<br /> RIB VOLUME--------------- 67.09 CUBIC FT. q C L N t o a a W
<br /> Mission Viejo,CA 92691 SENSOR HOLDER w
<br /> �, /yl Tel:949-468-9702 W z W W
<br /> TOTAL VOLUME 4339.73 CUBIC FT. �'aF �� �/� Q _ �, u Y Z
<br /> VOL X 7.48 GAUCUTT. 32461.16 GALLONS W D v�
<br /> 4ROFESS1, Xerxes Corporation 1 952-887-1890 4 Q 2 O
<br /> FORCE=GAL X 8.34(LBS./GAL.) ,gyp ,5 S. ql 270726A8 LBS. INSTALLED SUMP BASE 4 W W D p H_
<br /> (�fi<^y� 7901 Xerxes Avenue S,Suite 201 xerxes.com COLLAR BY TANK MFR. = V� Q z o ce w O® (L
<br /> y Minneapolis,MN 55431-1288 mattr-com (n W z O W z
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<br /> W Ho. 0 4 �Z V0Y _>us U
<br /> Reviewed&Digitally signed:08/01/2024 U 4 U W U Z
<br /> \� 27759Sonl 3MorgonTa Pkwy#238, Q W W p n
<br /> 9 CNN Mission Viejo,CA 926fl Lcj W ff 1 W W 0
<br /> �L� Tel:949-46&9702 W ( W
<br /> 1
<br /> BUOYANCY CALCULATIONS RE - BUOYANCY CALCULATIONS U.S.T. FILL SUMP DETAILS �DARc
<br /> 5 SCALE: 1" = 1'-O" 4 SCALE: 1" = 1'-0'' 2 SCALE: 1" = 1'-sa" (WITH SOME EXACzGERATION FOR CLARITY) �,�'��g•1'�ELE��r��
<br /> tPET = 5
<br /> 1 NO.C S 84 ti
<br /> REN.3-31-86
<br /> ?'�0 OF 9 'PET' SHEETS
<br />
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