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SR0081813
Environmental Health - Public
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081813
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Last modified
11/19/2024 3:48:04 PM
Creation date
8/11/2020 2:27:35 PM
Metadata
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081813
PE
4201
FACILITY_NAME
JOE GRINDSTONE ASSOCIATION
STREET_NUMBER
13550
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95242
APN
05502002
ENTERED_DATE
2/26/2020 12:00:00 AM
SITE_LOCATION
13550 HWY 12
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Grindstone Joe's <br />XERXESDEADMAN <br />BURIAL <br />14900 W. Highway 12#90, Lodi <br />CA <br />WATER AT GRADE <br />08/26/19 <br />CORPORATION <br />TANK DATA <br />INSTALLATION <br />NOM. CAP. (GAL.) <br />5000 <br />TOTAL COVER INCLUDING SOIL & <br />2.00 <br />TYPE (SINGLEWALL=I;DW=3) <br />I <br />TOP SLAB (FT) <br />DRY=1; WET=2 <br />I <br />TOP SLAB THICKNESS (IN) <br />0.00 <br />NOM. TANK DIA. (FT.) <br />8 <br />TOP SLAB LENGTH (FT) <br />0.00 <br />************************************************** <br />TOP SLAB WIDTH (FT) <br />0.00 <br />PROD. STORED (GAL) <br />0 <br />DEADMAN LNG (FT) <br />16.00 <br />SPEC. GRAY. USED <br />1.00 <br />DEADMAN WID (IN) <br />12.00 <br />DEADMAN THK (IN) <br />12.00 <br />SAFETY FACTOR <br /># OF 24" DIAMETER RISERS <br />2 <br />DOWN FORCE/UP FORCE = <br />1.25 ;1 <br />TOTAL WEIGHTS <br />DOWN FORCES <br />CONCRETE WEIGHT <br />2816.00 LBS. <br />BACKFILL WEIGHT <br />51136.51 LBS. <br />TANK WEIGHT <br />2400.00 LBS. <br />PRODUCT WEIGHT <br />0.00 LBS. <br />TOTAL DOWN FORCE----- <br />56352.51 <br />LBS. <br />l'P FORCES <br />TANK DISP. FORCE <br />45006.94 LBS. <br />LBS. <br />TOTAL UP FORCE----- <br />5006.94 <br />WORKSHEET <br />TANK DATA <br />SHELL DIAMETER------------- <br />7.67 FT. * <br />ACTUAL CAP (GAL) <br />5165.00 <br />SHELL LENGTH----------------- <br />10.04 FT. * <br />TANK WT. (LBS.) <br />2400.00 <br />DOME PROJECTION ----------- <br />3.83 FT. * <br />O.A.L. (FT.) <br />17.71 <br />MID POINT HEIGHT----------- <br />5.83 FT. * <br />NUMBER OF RIBS <br />8.00 <br />COLUMN HEIGHT-------------- <br />9.67 FT. * <br />****************************************** <br />RIB VOLUME --------------------- <br />2026.00 CU. IN. <br />DOME A. (SQ FT) <br />46.16 <br />DOME VOL. (CU FT) <br />235.95 <br />REINFORCED CONCRETE VOLUMES (CU. FT.) <br />TOP SLAB------------------- <br />0.00 <br />DEADMEN <br />32.00 <br />FORCE = VOL. X 88 LBS/CF <br />0.00 <br />FORCE (LBS) = VOL. X 88 LBS/CF <br />2816.00 <br />TOP SLAB & DEADMEN FORCE 2816.00 <br />LBS. <br />BACKFILL VOLUMES (CU. FT.) <br />OVER TANK SHELL------------ <br />204.74 <br />OVER DEADMEN <br />309.33 <br />OVER TANK DOMES---------- <br />151.32 <br />END WEDGE <br />186.89 <br />TOTAL WET VOLUME <br />852.28 <br />FORCE = VOL. X 60 LBS/CF 51136.51 <br />LBS. <br />BUOYANCY <br />SHELL VOLUME--------------- <br />476.13 CUBIC FT. <br />DOME VOLUME --------------- <br />235.95 CUBIC FT. <br />RIB VOLUME------------------- <br />9.38 CUBIC FT. <br />TOTAL VOLUME <br />721.46 CUBIC FT. <br />VOL X 7.48 GAL/CU.FT. <br />5396.52 GALLONS <br />FORCE = GAL X 8.34 (LBSJGAL.) 45006.94 <br />LBS. <br />
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