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PR0524783
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Last modified
11/1/2021 4:49:53 PM
Creation date
11/1/2021 4:44:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0524783
PE
2960
FACILITY_ID
FA0016638
FACILITY_NAME
GREIF STOCKTON
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
01
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Table 2 - Well Destruction Grout Calculations <br />Newark Group, Inc. Case #2 <br />800 West Church Street, Stockton, California <br />Well <br />Identification <br />Total Boring <br />Depth (TD) (ft <br />bgs) <br />Borehole <br />Diameter <br />(inches) <br />Borehole <br />Radius (BR) <br />(feet) <br />Volume in <br />Total Boring <br />(ft3) <br />Volume in <br />Total Boring <br />(gallons) <br />MW-1A 25.5 8 0.33 8.9 67 <br />MW-1B 80 8 0.33 28 209 <br />MW-2 28 8 0.33 9.8 73 <br />MW-3 27 8 0.33 9.4 70 <br />MW-4 27 8 0.33 9.4 70 <br />MW-5 27 8 0.33 9.4 70 <br />MW-6 27 8 0.33 9.4 70 <br />MW-7 27 8 0.33 9.4 70 <br />MW-8 27 8 0.33 9.4 70 <br />MW-9A 27 8 0.33 9.4 70 <br />MW-9B 80 8 0.33 28 209 <br />Notes: <br />Calculation of volume in total boring in ft3 = (π)(BR^2)(TD) <br />Conversion from cubic feet (ft3) to gallons = ft3*7.48. <br />1/1
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