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ARCHIVED REPORTS XR0009475
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009475
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Last modified
7/30/2019 3:10:02 PM
Creation date
7/30/2019 2:20:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009475
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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Pilot Testing Report and Conceptual Corrective Action Plan July 15, 1994 <br /> Manna Pro, 4004 South EI Dorado, Stockton, CA 13 <br />' 5 1 2 Field Activities <br /> Aquifer test activities began with the water table depression pump installation in well EW-1 and the <br />' connection to a temporary water storage tank A Grundfos RediFle submersible pump was <br /> Positioned in well EW-1 so that a maximum drawdown could be provided for the pumping test <br /> An in situ Hermit SE2000 data logger was connected to four PTX161 pressure transducers rated for <br /> 10-pounds per square inch (psi) of pressure The Hermit SE2000 is a programmable data retrieving <br /> and storage device able to read and record pressure measurements The data logger translates the <br /> pressure into feet of groundwater head It can be programmed to record data at the desired interval <br /> using its logarithmic and/or linear tracking functions At the Manna Pro facility, the logger was <br /> programmed to sample the pressure transducers at a logarithmic frequency for the first 10 minutes <br />' of the test followed by a 2-minute frequency throughout the 3-day pumping test The pressure <br /> transducers were placed in wells OB-1, 06-2, OB-3, and EW-1 <br />' Prior to pumping, the static water level trend was monitored from October 15 through October 18, <br /> 1993 No significant fluctuations (greater than 0 08 ft) were observed in the static water table before <br /> the test started The pumping test started at 10 34 a m on October 19, 1993 The flow was <br /> maintained at a constant rate of 1 3 gpm during the pumping test Flow rates were measured by <br />' two methods 1) by reading a mechanical flow meter/totalizer placed in-line from the pumping well <br /> to the storage tank, and 2) by timing the filling of a known volume container The site was visited <br /> daily during the test to ensure that the pumping flow rate remained constant and that the data <br /> logger continued to retrieve drawdown data The pumping was terminated at 1 30 p m on <br /> October 22, 1993, following review of drawdown curves on a field computer, indicating that sufficient <br /> data had been acquired <br />' Water samples were collected for laboratory analysis from well EW-1 during and after the 72-hour <br /> pumping test These samples were collected in 40-milliliter volatile organic analysis vials and 1-liter <br />' glass jars and shipped overnight to GTEL Environmental Laboratories (GTEL) under a chain-of- <br /> custody protocol The water samples were collected for analysis of BTEX, TPH-G and TPH-D by <br />' Environmental Protection Agency (EPA) Method 5030/8020/8015 The hydrocarbon analyses were <br /> conducted to determine the concentration of hydrocarbons in well EW-1 at the beginning and end of <br /> the pumping test <br /> • <br />' 2819RO34 070 <br /> GROUNDWATER <br />' TECHNOLOGY, INC <br />
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