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2900 - Site Mitigation Program
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PR0506509
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Last modified
6/1/2020 12:23:23 PM
Creation date
6/1/2020 12:10:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506509
PE
2960
FACILITY_ID
FA0007466
FACILITY_NAME
GEORGIA PACIFIC CORP (FORMER)
STREET_NUMBER
75
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
RD
City
TRACY
Zip
95336
APN
24613007
CURRENT_STATUS
01
SITE_LOCATION
75 W VALPICO RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Mr. Michael T. Goldstein <br /> October 14 , 1985 <br /> Page 3 <br /> above the top of each wells sand pack to the land surface. Figures 1 <br /> through 5 show well locations, and construction information, and a <br /> north south geologic cross section through the basin using the latest <br /> lithologic information from the new monitoring wells. <br /> Following installation, each well was developed and sampled. <br /> Development consisted of pumping or bailing a number of casing and <br /> borehole volumes from each well . The volume of water removed from <br /> each well during development is given on the well log. Wells BC12 <br /> and BC14 could be pumped without going dry, and during development , <br /> at least 100 gallons of water was removed prior to sampling. Well <br /> BC13 , the well monitoring the deeper, previously unsampled zone, <br /> would not readily yield water during development. The water level in <br /> the well dropped from a static water level abut 32. 5 feet to <br /> approximately 80 feet while being pumped at an estimated rate of less <br /> than one-quarter gallon per minute. The well was sampled after <br /> approximately 25 gallons of water had been removed. Each well was <br /> sampled using a nitrogen-powered bladder pump, equipped with a Teflon <br /> discharge tube. Samples were obtained for chloroform analysis <br /> following well development and these results are shown on Table 1 . <br /> The initial sampling of BC12, BC13, and BC14 occurred on August 30 , <br /> September 3 , and September 5 , respectively. <br /> Chloroform Concentrations <br /> Samples have been obtained for chloroform analysis from the <br /> monitoring wells , the recovery well, the air-stripping tower, and the <br /> Tracy South Area well on a regular basis since late June. The <br /> results of chloroform analyses are given in Table 1. Chloroform <br /> concentrations in the groundwater pumped from the recovery well and <br /> the wells adjacent to the basin reached their highest levels in <br /> August. As Figure 5 shows , the peak concentrations recorded in Wells <br /> BC7 and BC10 occurred prior to the 1 week discharge of the water from <br /> the air-stripper column to the basin floor. This indicates that <br /> capture of a downgradient plume occurred at this time. Subsequent <br /> chloroform concentrations decreased in Wells BC7 and BC10 and <br /> increased in Well BC2 while water was being discharged to the basin <br /> floor. <br /> Chloroform has not been detected and confirmed in water samples from <br /> the Tracy South Area well. Chloroform was reported in one sample and <br /> duplicate from the well , however, we believe that this was a <br /> laboratory or sampling error. Subsequent sampling did not confirm <br /> the presence of chloroform in the water. <br /> Groundwater Levels <br /> Water level data are summarized in Table 2 and Figure 6 is a <br /> generalized water table contour map drawn from data obtained on <br /> September 16 . The figure shows that pumping the recovery well <br /> produces a small cone of depression. <br /> BROWN AND CALDWELL <br /> PO BOX 8045 WALNUI CREEK.CA 945961220• (415)9379010 TELL X336490-OFFICE AT 3480BUSK IRK AVLNUE PLEASANT 11 I L 194523 <br />
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