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ARCHIVED REPORTS XR0012675
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544638
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ARCHIVED REPORTS XR0012675
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Last modified
7/9/2019 3:41:34 PM
Creation date
7/9/2019 1:43:44 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012675
RECORD_ID
PR0544638
PE
3528
FACILITY_ID
FA0004027
FACILITY_NAME
HENDRIX FORK LIFT INC
STREET_NUMBER
103
Direction
N
STREET_NAME
E
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15318001
CURRENT_STATUS
02
SITE_LOCATION
103 N E ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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The full report of installing Monitor Wells 9, 10 a-nd 11 is <br /> presented in the "Phase II Investigation Report" dated duly 7, <br /> 1990. At the time, Monitor Wells 9, 10 and 11 were installed no <br /> contamination was found in any soil samples. Monitor Well 10 had <br /> a TPH level of 58 ug/l while Monitor Well 11 had a Benzene level <br /> of 1.0 ug/1 and TPH level of 4L0 ug/l. <br /> The 2" casing on Monitor Well 9 partially collapsed at a <br /> depth of 30 feet, probably due to heat or hydration of the grout, <br /> therefore, a 1 diameter sampler must be used to bail and obtain -- <br /> samples. <br /> Sampling Procedures March 19 1991 <br /> Monitor Well 9 (2" Well) : Fourteen (14) gallons were bailed <br /> by pump from this well and contained using an air operated 1/2" <br /> diameter pump and a 1/4" diameter discharge tube. At completion <br /> of bailing, the 1/2" diameter pump tube was Permitted to fill <br /> viith water and the entire tube was retracted on a reel and the <br /> samples then taken from the tube. <br /> Monitor Well 10 (2" Well) : Four (4) gallons were bailed <br /> using a 1- Teflon ba-1 and samples were taken using the <br /> same bailer. <br /> Monitor Well 11 (4" Well): Twenty (20) gallons were bailed <br /> from this s well using a 3" PVC bailer. Samples were taken using <br /> the same bailer. <br /> All nater bailed from the wells was barrelled on site. <br /> Plastic sheeting and reels were used on the surface to prevent <br /> contamination of boilers, pumps and lines. <br /> Temperatures, conductivities, Ph, TDH, and Chlore depths to <br /> _ water were also measured. A minimum of 2-1,000 ML and 4-40 ML <br /> samples were tank taken from each well, 2-40 ML samples were <br /> preserve with HCL acid. 2-40 ML samples were not preserved. <br /> i <br /> i All samples were refrigerated and delivered with chain of <br /> custody to the laboratory. <br /> Table 1 presents the results of water analysis. <br /> Table 2 presents depth to water table, gradients and <br /> directions. . <br /> SUMMARY <br /> The groundwater gradient has varied from approximately S 200 - <br /> E to N 200 E during the year from March 90 to March 91 and <br /> during the same period depth to groundwater has fallen from 42+ <br /> feet deep to 70+ feet deep. The regional groundwater gradient is <br /> 2 <br /> �1 <br /> .f ' <br />
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