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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0505363
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/16/2019 4:30:32 PM
Creation date
5/7/2019 3:59:24 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505363
PE
2960
FACILITY_ID
FA0005584
FACILITY_NAME
VALLEY PACIFIC LODI PLANT & CARDLOCK
STREET_NUMBER
930
Direction
E
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905023
CURRENT_STATUS
01
SITE_LOCATION
930 E VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Quality Assurance/Quality Control Plan Page 8 <br />VOLUME OF OPEN BOREHOLE AND ANNULAR SPACE BETWEEN CASING AND HOLE <br />Hole Diameter Volume/linear ft. of hole Nominal Casing _ Volume/linear ft of* <br />" DiameterAnnular Space <br />(inches) Gal. Cu. ft. (inches) GaI Cu. ft. <br />*Note: Annular volumes will be multiplied by 30% to account for porosity of filter pack <br />If the aquifer is slow to recharge, development will continue until recharge is too slow to <br />practically continue. The volume of water produced versus time will be recorded. <br />All withdrawn groundwater will be stored on-site in 55 gallon waste drums unless permission <br />is granted by the appropriate regulatory agency to discharge the water to the ground surface or <br />sanitary sewer. Drummed water will be labeled with the source of the water to help ensure <br />appropriate disposal based on contamination levels. <br />11.0 SOIL SAMPLING PROTOCOL <br />11.1 SAMPLE COLLECTION DURING DRILLING ACTIVITIES <br />A proposal will be submitted to the lead Regulatory Authority with proposed boring/sampling <br />locations. The exact location and number of borings at each site will be determined in the field <br />by the Project Geologist/Engineer. <br />7.25 <br />2.14 0.29 <br />2 <br />1.91 0.26 <br />8.25 <br />2.78 0.37 <br />2 <br />2.55 0.34 <br />10.25 <br />4.29 0.57 <br />2 <br />4.06 0.54 <br />10.25 <br />4.29 0.57 <br />4 <br />3.46 0.46 <br />12.25 <br />6.13 0.82 1 <br />4 1 <br />5.30 0.71 <br />*Note: Annular volumes will be multiplied by 30% to account for porosity of filter pack <br />If the aquifer is slow to recharge, development will continue until recharge is too slow to <br />practically continue. The volume of water produced versus time will be recorded. <br />All withdrawn groundwater will be stored on-site in 55 gallon waste drums unless permission <br />is granted by the appropriate regulatory agency to discharge the water to the ground surface or <br />sanitary sewer. Drummed water will be labeled with the source of the water to help ensure <br />appropriate disposal based on contamination levels. <br />11.0 SOIL SAMPLING PROTOCOL <br />11.1 SAMPLE COLLECTION DURING DRILLING ACTIVITIES <br />A proposal will be submitted to the lead Regulatory Authority with proposed boring/sampling <br />locations. The exact location and number of borings at each site will be determined in the field <br />by the Project Geologist/Engineer. <br />
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