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ARCHIVED REPORTS_XR0012716
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0545765
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ARCHIVED REPORTS_XR0012716
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Last modified
6/15/2020 11:24:21 AM
Creation date
6/15/2020 11:11:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012716
RECORD_ID
PR0545765
PE
3528
FACILITY_ID
FA0003657
FACILITY_NAME
AT&T Corp. - UE231
STREET_NUMBER
90
Direction
W
STREET_NAME
TURNER
STREET_TYPE
Rd
City
Lodi
Zip
95242
CURRENT_STATUS
02
SITE_LOCATION
90 W Turner Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
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EHD - Public
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1 <br /> ..., �'�\project\2f 3-073\�.twknl <br /> - <br /> photoionization detector (PID). The detection results are recorded, and compared with <br /> results for other sample drives in the depth interval. The sample to be submitted for <br /> analysis will be taken from the sample drive with the highest recorded readings in the depth <br /> interval obtained by this method. <br /> During drilling operations, the ESE field geologist will monitor air quality using a PID. <br /> The ESE field geologist will measure concentrations of volatile organic compounds in air <br /> at the top of the bore hole or top auger flight, <br /> the driller's breathing space, and the <br /> ambient air up-and down-wind from the bore hole. Measurements will be recorded in the <br /> geologic field log. The ESE field geologist will follow the instructions in the Health and <br /> _ Safety flan if sustained concentrations of volatile organic components in the driller's <br /> breathing zone are above the action level (concentration, duration) specified in that plan. <br /> The driller will stockpile soil cuttings produced in drilling the well bores on site. Soil <br /> cuttings for each well bore will be piled on plastic sheeting and allowed to aerate. The soil <br /> cutting piles will be disposed of based on results of soil analyses. <br /> 4-inch diameter, schedule 40 polyvinyl chloride <br /> The three wells will be constructed using <br /> (PVC)to a depth of 45 feet. The casing should be flush mounted and threaded. The well <br /> screens will be 10 feet long and consist of. 0.02-inch slot. (An alternative method of <br /> selecting the well screen slot width is based on sieve analysis of soil cuttings from the <br /> interval to be monitored.) The top of the screen section will be set at the top of the first <br /> (shallowest) water-yielding zone encountered in the well bore. Each well will have a <br /> — bottom cap and 2-foot long silt trap at the bottom, and a locking, water tight cap on top. <br /> The well sand pack will consist of Monterey Medium Aqua sand or equivalent commercially <br /> available graded sand. The sand will be placed in the annulus between the hollow-stem <br /> auger and the well casing, from the bottom of the well bore to 1 foot above the top of the <br /> screen interval. For that depth interval of the sand pack that is below water, the sand will <br />
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