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SITE INFORMATION AND CORRESPONDENCE FILE 2
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544638
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SITE INFORMATION AND CORRESPONDENCE FILE 2
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Last modified
8/16/2019 11:14:41 PM
Creation date
7/9/2019 1:34:01 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
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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Antonia Vorster 10 February 1988 <br /> Teichert needs to determine the levels of concern for soil and ground water <br /> contamiantion, define or reasonably estimate the respective contamination extents, <br /> and then design actions to remove ori! mitigate the defined volumes of contami- <br /> nation. Installed systems must meet design objectives in the field and all other <br /> regulating agency requirements. <br /> In addition to the above, I also have the following specific comments: <br /> 1. Details of accomplished and proposed work must be included in submitted <br /> reports. For the subject site this includes drilling, logging, construction, <br /> development, and..sampl.ingW:pr.ocedurpc for monitoring wells;- we11 construction. �;. . <br /> materials (screen slot sizes, gravel pack material , etc.); and soil sampling <br /> procedures. 1 <br /> 2. The ground water velocity and pumping radius of influence calculations are <br /> incorrect and unclear. The Theim equation is used for estimation of the <br /> pumping rate, but it is impossible to tell what equation was used for . <br /> estimating the radius of influence. Inconsistent units (gal/day/ft2 <br /> resulting in ft/day and gal/min) and misuse of the equation (using well loss <br /> in place of saturated thickness) result in errors. More important, however, <br /> is the use of extremely limited data and methodology to design the extraction , <br /> system. I strongly recommend that -aquifer testing be used to derive design <br /> parameters. Regardless of the approach used, however, Teichert must even- <br /> tually install a system that extracts or controls the volume of ground water <br /> exceeding levels of' concern. - <br /> 3. Two proposed monitoring well No. 8, locations are shown on Plate 4. Existing <br /> monitoring well No. 6 and past monitoring well No. 2 are not shown. <br /> 4.- Monitoring well locations and elevations need .to be surveyed, preferably to + <br /> an accuracy of ± 1 and 0.01 feet respectively: <br /> 5. The column in the table on page 9 labeled "Detection Limit" should actually be <br /> labeled "State Action. Levels". <br /> 6. The first 20 feet of the monitoring well boreholes were not logged. Thisis <br /> a deficiency previously pointed out in our 17 .lune comments All future <br /> wells/boreholes- must be legged (preferably continuously) forL stratigraphic <br /> identification and correlation. r <br /> 7. Calibration, sensitivity and field operation information for the organic <br /> vapor analyzer should be supplied.. ' For future reference, a photoionization <br /> detector (PID) is a better selection for aromatic hydrocarbon detection. <br /> 8. What is the status of soil aeration? 'What volume of soil_ has been successfully <br /> aerated; how often. are representative samples collected; how are samples <br /> collected and "compos=ted"? Aerated soil samples analyzed by Crown Environ- <br /> mental and Eureka Laboratories (29 October and 25 November, respectively) . <br /> indicate contamination. What was done with the soil from which .these samples <br /> were collected? <br /> GAR:ej <br />
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