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SITE INFORMATION AND CORRESPONDENCE_FILE 1
EnvironmentalHealth
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2900 - Site Mitigation Program
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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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Last modified
5/26/2020 12:27:33 PM
Creation date
5/26/2020 10:13:26 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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kilned and bagged Monterey 2-16 silica sand placed around the <br />well screen to a height of 2 feet above the top of the well <br />screen. The sand size may require modification in the event a <br />different screen size is required. A one foot thick bentonite <br />seal will be placed above the sand pack and the well annulus will <br />then be sealed to the surface with a 5% bentonite cement grout. <br />As the wells are in an area experiencing a large volume of truck <br />traffic, all of the wells will be completed at the surface in a <br />reinforced, pavement level vault. Once installation is complete, <br />the relative elevation of each well, as measured to the top of <br />the 4 inch well casing, will be determined by hand leveling. <br />The wells will be developed by a combination of swabbing, bail- <br />ing, and pumpage using a 3 inch submersible pump; air development <br />methods will not be employed. Development will continue until the <br />well discharge water is sediment free, or until a total of 2 <br />hours per well of development time has elapsed. The swab, bailer <br />and pump will be thoroughly cleaned prior to first use and <br />between each use with a high pressure, potable water spray rinse. <br />Following development, the wells will remain idle for at least <br />one week prior to sampling. <br />5.3 Soil Sampling <br />During the drilling of the exploratory boreholes and the monitor <br />well boreholes, soil samples will be collected from each location <br />at 3 feet BGS and at 3 foot intervals thereafter down to ground- <br />water. Sampling at the deep (40 foot) boring will continue into <br />the saturated material at 5 foot intervals. Those unsaturated <br />samples appearing visually stained, odorous or otherwise contami- <br />nated, or producing a response on a field screening instrument (a <br />HNu photoionizer) will be submitted fo�maximum <br />Pmical analysis. If no <br />samples a ear contaminated, aturated sample closest <br />to groundwater will be submitted. A 3 soil samples <br />per exploratory boring and 1 sample per monitor well boring will <br />be submitted for chemical analysis. Those samples not initially <br />selected for chemical analysis will be archived at the laboratory <br />for possible future analysis. <br />Prior to collection of these samples, the split -spoon will be <br />decontaminated by scrubbing with a bristle brush in a solution of <br />potable water and non -phosphate detergent (such as Alconox), <br />followed by potable water rinse and completed with a final spray <br />rinse of distilled water. The split -spoon will then be lined <br />with laboratory cleaned brass tubes. Augers and drill bits will <br />be steam cleaned with potable water between borings. <br />Once the split -spoon has been driven into the ground and re- <br />trieved, the spoon will be opened and two of the tubes will be <br />removed. The ends of each tube will be covered with teflon <br />sheeting and then capped with plastic end caps; these caps will <br />be sealed to the tube by wrapping with an elastic tape such as <br />- 12 - <br />
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