|
XERXEWBuoyancy Calculation Request t Form XERXEW Buoyancy Calculation Request t Form
<br /> cen FOQM� caupau Mr
<br /> as bsdaryof ZC1C r G•Gcslnc as bsdorfof TCLC n G•-.3�Inc
<br /> Project Name(Location;
<br /> 7-Eleven#41342 (1233 E Charter Way,Stockton, CA) Project Name/Location: 7-Eleven#41342 (Stockton,CA)
<br /> �
<br /> _o
<br /> Contact; Nath an Gro over Contact; Contact: Nathan Groover Contact;
<br /> L
<br /> U
<br /> Rhone; 214-343-94DDPhone; Rhone: 214-343-44DU Phone; �
<br /> 0
<br /> Fax/E-mail: ngroovere�dimensiongroup.c Fax/E-mail; FaxJE-mail; ngroover�dimensiongroup.c Fax/E-mail:
<br /> L 'L
<br /> Proto 11-05-18
<br /> x Ae Ae
<br /> LO
<br /> I�Anchoring: [3No Secondary Anchorage, OR; 14�Anchoring: [3No Secondary Anchorage, OR; ti 0
<br /> W U)
<br /> If deadmen are used; IN Xerxes supplied, OR a Supplied by others If deadmen are used; ® Xerxes supplied, OR D Supplied by others X (V z
<br /> For deadmen supplied by others; Thickness; in x Width : in x Length; ft For deadmen supplied by others; Thickness; in x Width; in x Length; ft U CO �
<br /> Do
<br /> If a bottom anchor slab is used; Thickness: inx 4Vidtf}; ftx Length: ft If a bottom anchor slab is used; Thickness: inx 4Vidth; ftx Length: ftz Z O J
<br /> 03 Waer select one othese options): � mtTable (rote; you must lt f th3 ti ); Wer select one othese options): �
<br /> atTable (note; you must lt f th3 ti ); z > U U
<br /> El Level with Middle of Tank, OR ❑Level with Top of Tank, OR ®At Finished Grade Level El Level with Middle of Tank, CR ❑Level with Top of Tank, OR ®At Finished Grade Level w z J Z Q
<br /> Tank Description: Tank Description: > 0 w O U
<br /> 10
<br /> Tank Nominal Diameter; ft Nominal Capacity; gallons Tank Nominal Diameter; ft Nominal Capacity; 20,000 x,000 10 U U
<br /> gallons
<br /> J > 0
<br /> ❑Single-Wall Tank, OR ❑Double-Wall Tank, OR ©Double-Wall Tank (wet interstitial space) ❑Single-Wall Tank, OR ❑Double-Wall Tank, OR ©Double-Wall Tank (wet interstitial space) w 0 J UO O ZQ
<br /> For Multicompartment Tanks, capacity; gals x gals x gals For Multicompartment Tanks, capacity: 12,000 gals x 8,000 gals x gals m w 0 U
<br /> Y r Lu O
<br /> Total Depth to Top of Tank (includes soil & top slab); 5 ft 3 in 0Total Depth to Top of Tank (includes soil & top slab); 5 ft 3 in U co D
<br /> 8 8 Q N m
<br /> Top Slab (if any) - check; ®Concrete, OR ❑Asphalt Thickness; it QTop Slab (if any) - check; ®Concrete, OR ❑Asphalt Thickness; in =
<br /> 0
<br /> Containment Sumps/Risers/Extensions (indicate quantity and diameter); (DContainment Sumps/Risers/Extensions (indicate quantity and diameter); o
<br /> N
<br /> -22" Dia -24" Dia -30" Dia -36" Dia 2 -42" Dia -48" Dia -22" Dia -24" Dia -30" Dia -36" Dia 4 -42" Dia -48" Dia
<br /> TankBackfill Material; pe a gr ave I p e r Xe rxes sp ess ea ravel erXerxess ecs
<br /> Tank Backfill Material; p g p p
<br /> Additional Comments; Additional Comments;
<br /> One Form RequlredPer Tank. One Form Req uIred Per Tank.
<br /> SEND COMPLETED FORM TO: receptionists xerxes.com, or FAX. 952-X37-1-S7Q,Attn: Engineering De,:-. SEND COMPLETED FORM TO: receptionists xerxes.com, or FAX: 952-X37-1a7Q,Attn: Engineering Dept.
<br /> XERXES z
<br /> CORPORATION XERXESDEADMAN BURIAL 7-Eleven#41342 XERXESDEADMAN BURIAL 7-Eleven#41342 O Z
<br /> August 7, 2020 WATER AT GRADE 12 E Cbarter Way, Sto-ckto-n, CA WATER AT I�RADE 12 E Cbarter Way, Sto-ckto-n, CA w
<br /> CORPORATION JOSIO7120 CORPORATION JOSIO7120 z
<br /> Nathan Groover CC: Rick Whately TANK DATA INSTALLATION TANK DATA INSTALLATION � w X
<br /> E-mail: n❑roov er dimension rou c❑m NOM_CAP. GAL. 20000 TOTAL COMER INCLUDING SOIL& NOM_CAP. GAL. 20000 12kx 8k TOTAL COMER INCLUDING SOIL& w
<br /> f ( 5.25 ( ( ) 5.25 Z
<br /> TYPE (SINGLEWALL=I;DW=3) 3 TOP SLAB (FT) TYPE (SINGLEWALL=I;DW=3) 3 TOP SLAB (FT) z_ a 7
<br /> UJJ 7
<br /> Re: One 10-foot-diameter 20,000-gallon Double-Wall ERY=1;WET=2 2 TOP SLAETHE-CKNESS 014) 8.f! ERY=1;WET=2 2 TOP SL E;THECKNESS 014) 8.44 W a Z o
<br /> 0
<br /> One 10-foot-diameter 12,000 x 8,000-gallon [buble-Wall MCT NOM.TANKDIA. (FF.) 10 TOP SLAB LENGTH FP 39.73 NOM.TANKDIA. (FT'.) 10 TOP SLAB LENGTH FP 39.77 z og
<br /> ************************************************** ************************************************** w
<br /> Buoyancy Calc - 7-Eleven #41342, 1233 E Charter Way, Stockton, CA TOP SLAB WIDTH(FT) 1 .00 TOP SLAB WIDTH(FT) 1 .00 O > =M
<br /> PROD. STORED (GAL) 0 DEADMAN LNG[Fly 3 6.00 PROD. STORED (GAL) 0 DEADMAN LNG[Fly 3 6.00 o
<br /> SPEC. RAV.USED 1.00 DEADMAN WID (IN) 18.00 SPEC. RAV.USED 1.00 DEADMAN WID (IN) 18.00 "' w <N
<br /> Dear Nathan: = Q
<br /> DEADMAN THK(IN) 8.75 DEADMAN THK(IN) 8.75 ULU
<br /> We have summarized the buoyancy data you requested, All of the calculations are based SAFETY FACTOR #OF 42"DIAMETER SUMPS 2 SAFETY FACTOR OF 42 DIAMETER SUMPS 4 F
<br /> on the site data you have provided to us and on nominal engineering values for the DOWNFORCE1rJPFORCE= DOWNFORCE�rJPFORCE=
<br /> a
<br /> physical parameters,
<br /> TOTAL WEIGHTS TOTAL WEIGHTS
<br /> All of the calculations are based on standard engineering practice. We use approaches vOWNFORCES DOWN FORCES
<br /> in a manner similar to the protocols presented in the PEIIRP 100-17 manual to calculate CONCRETE WEIGHT 34899.33 LES. CONCRETE WEIGHT 34928.67 LES. M p CD O =
<br /> the underground tank Buoyancy afetyFactor�s, BACKFILL WEIGHT 235518.21 LES. BACKFILL WEIGHT 230368.00 LES. ';T 00 Z ~
<br /> TANK WEIGHT 11300.00 LBS. TANK WEIGHT 12700.00 LBS. O N
<br /> 04
<br /> It is the tank ownerPRODUCT WEIGHT 0.00 LBS. PRODUCT WEIGHT 0.00 LBS.
<br /> s responsibility to determine the suitability and applicability of Q Z o
<br /> installation. Our sole responsibility in any installation is as stated in our Limited TOTAL DOWN FORCE--- X81717.5,2 LBS. TOTAL DOWN FORCE--- x77996.66 Lug. U)
<br /> Warrant UP FORCES UP FORCES Q m
<br /> Warranty. TANK DISP.FORCE 176116.37 LBS. TANK DISP.FORCE 181822.32 LBS.
<br /> TOTAL IIP FORCE--- 176116.37 LIDS. TOTAL IIP FORCE--- 191922.32 LBS. co 0
<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 feet and 3 inches, the water table WORKSHEET WORKSHEET 3 U
<br /> at the same elevation as finished grade, and anchored using factory-supplied deadmen 0 v CU L_ _r_
<br /> the Buoyancy Safety Factors are a s follows: TANK DATA TANK DATA
<br /> SHELL DIAMETER------------- 10.00 FT. * ACTUAL CAP(GAL) 19782.00 SHELL DIAMETER------------- 10.00 FT. * ACTUAL CAP(GAL) 19806.000 �
<br /> SHELL LENGTH----------------- 27.73 FT. * TANKWT. (LBS.) 11300.00 SHELL LENGTH----------------- 27.77 FT. * TANKWT. (LBS.) 12700.00 c >10 0
<br /> Tank Buoyancy Safety Factor DOME PROJECTION----------- 5.00 FT. * O.A.L. (FF.) 37.73 DOME PROJECTION----------- 5.00 FT. * O.A.L. (FF.) 37.77 n3 ca M 0:5 a5 0,-0
<br /> 20,000-gallon Tank 1,60:1 MID POINT HEIGHT----------- 9.58 FT. * NUMBER OF RIES 22.00 MID POINT HEIGHT----------- 9.58 FT. * NUMBER OF RIES 22.00 �,� o `o Q °-0
<br /> COLUMN MGHT-------------- 14.58 FT. COLUMN HEIGHT-------------- 14.58 FT.
<br /> * ******************** ********************* * ******************** ********************* _0 �� x._ -U`
<br /> o o c
<br /> 12~,000 5,000-gallon MCT 1,53:1 - o 0 0 0 o 0
<br /> m a
<br /> o RIB VOLUME------ --------------- 2631.00 CU.IN. DOME A. (SQ FT) 78.54 RIB VOLUME--------------------- 2631.00 CU.IN. DOME A. (SQ FT) 78.54 � U.�) 3:�� a) >'_.o E
<br /> r7 DOME VOL. (CU FT) 523.60 DOME VOL. (CU FT) 523.60 ���3 m �,_�� 3 m c-2
<br /> We recommend a minimum Buoyancy Safety Factor of 1.20:1. 1 have included copies of =-a - x-0 o o� M C a) U
<br /> the worksheets for your files, REINFORCED CONCRETE YOLUMEES (CU. FT.) REINFORCED CONCRETE YOLUMEES (CU. FT.) D � o-O=''p `°
<br /> �.0 c U � � -a n3
<br /> w TOP SLAB------------------- 317.83 DEADMEN 78.75 TOP SLAB------------------- 318.17 DEADMEN 78.75 ate) 0.� �Q 0 - °� o
<br /> If we can be of additional assistance, please feel free to contact us, E °�.� ° c o Cn � �
<br /> FORCE=VOL.X88LBS1CF 27969.33 FORCE (LB S)=VOL.X88LBS1CF 6930.00 FORCE=VOL.X88LBS1CF 27998.67 FORCE (LB S)=VOL.X88LBS1CF 6930.00 U o U aQ0 - a� N
<br /> z pa) >,0-0 a) � u) oa)
<br /> inc erely, TOP SLAB &DEADMEN FORCE 34899.33 LBS. TOP SLAB & DEADMEN FORCE 34928.67 LES. i5 o �E°o
<br /> CU
<br /> "P BACKFILL VOLUMES (CU. FT.) BACKFILL VOLUMES (CU. FT.) -
<br /> RM OVER TANK SHELL------------ 1480.26 OVERDEADMEN 1575.00 OVER TANK SHELL------------ 1394.43 OVERDEADMEN 1575.00 QQpFESS/
<br /> z Te'ind e r Singh -OER TAN DOMES 490.87 END WEDGE 379.17 -OER TAN DOMES 490.87 END WEDGE 379.17
<br /> sign Engrineeir-,ales ,Support TOTAL WET VOLUME 3925.30 TOTAL WET VOLUME 3839.47
<br /> FORCE=VOL.X60LBSICF 235518.21 LES. FORCE=VOL.X60LBSICF 230368.00 LES.
<br /> Attachments - 2 w m
<br /> U
<br /> r BUOYANCY BUOYANCY 35558
<br /> SHELL VOLUME--------------- 2266.04 CUBIC FT. SHELL VOLUME--------------- 2357 51 CUBIC FT.
<br /> DOME VOLUME--------------- 523.64 CUBIC FT. DOME VOLUME--------------- 523.64 CUBIC FT. �9�FCHAN��'P
<br /> MRIB VOLUME------------------- 33.50 CUBIC FT. RIB VOLUME------------------- 33.50 CUBIC FT �QFC
<br /> Z TOTAL VOLUME 2823.14 CUBIC FT. TOTAL VOLUME 2914.64 CUBIC FT
<br /> DIOL X 7.46 GALJCU.FT. 21117.07 GALLONS DIOL X 7 46 GALJCU.FT. 21801.24 GALLONS 03/23/21
<br /> FORCE=GAL X 834 (LB SJGAL.) 176116.37 LBS. FORCE=GAL X 834 (LBSJGAL.) 181822.32 LBS. SHEET:
<br /> C-5 Li
<br /> G1 . 1
<br /> Q 7901 Xerxes Avenue South f Minneapolis f Minnesota• United States • 55431-1200
<br /> °' Z Ph: 952-857-190 Fax: 95 -007-1070 • Web: waw�_zcl_cartn
<br /> oz
<br /> zQ
<br /> FUELING - USA CA
<br />
|