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ARCHIVED REPORTS_XR0012898
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545788
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ARCHIVED REPORTS_XR0012898
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Last modified
6/15/2020 12:11:09 PM
Creation date
6/15/2020 12:06:51 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012898
RECORD_ID
PR0545788
PE
3528
FACILITY_ID
FA0003617
FACILITY_NAME
CAL WEST CONCRETE CUTTINGS INC
STREET_NUMBER
1153
STREET_NAME
VANDERBILT
STREET_TYPE
CIR
City
MANTECA
Zip
95337
APN
22119031
CURRENT_STATUS
02
SITE_LOCATION
1153 VANDERBILT CIR
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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kn KLEINFELDER <br /> elevation and gradient However, since only one monitoring well was installed at the site, <br /> surveying was not needed because the site groundwater gradient cannot be evaluated with only <br /> one well <br /> A-4 GROUNDWATER MONITORING <br /> A-4 1 Water Level Measurements <br /> Water level measurements were made in the well prior to purging and sampling Measurement <br /> Protocol was as follows: <br /> 1 The well was opened and allowed to equilibrate with the atmosphere <br /> 2. The water level probe was decontaminated in a tnsodium phosphate wash, followed by <br /> a distilled water nnse, prior to use. <br /> 3 Water level measurements were made using a conductivity-based water-level meter. <br /> Depth-to-water was measured from a mark on the north nm of the PVC well casing. <br /> A-4 2 Groundwater Sampling <br /> One groundwater sample was collected from MW-1. The sampling protocol is as follows- <br /> 1 Down-well equipment (water-level meter) was decontaminated by scrubbing in a <br /> tnsodium-phosphate wash followed by a distilled water rinse, prior to use <br /> 2 The depth-to-water was measured using a conductivity-based water-level meter <br /> 3 The volume of water standing in the well was calculated by subtracting the depth-to- <br /> water measurement from the depth of the well and multiplying by the appropriate <br /> conversion factor (3 14*radws2, 0 16 for 2-inch wells). <br /> 4 The water sample was collected after purging 20 well volumes (during the well <br /> development) using a clean disposable bailer <br /> 5. Physical parameters (pH, electrical conductivity, and temperature) were monitored for <br /> stability during purging The physical parameter measurements are recorded on purge- <br /> and-sample logs, along with the time and volume of water purged at each <br /> measurement. <br /> 6 The sample was collected with a new disposable bailer and was contained in <br /> appropriately prepared bottles provided by the analytical laboratory New bailer cord <br /> also was used prior to use. <br /> 7 The sample was immediately labeled and placed in an iced sample container At the <br /> end of the day, the samples were delivered to the analytical laboratory under chain-of- <br /> custody control. <br /> FR10-26(1993) Page A-3 24-220172-A00 <br /> Copynght 1993 Klemfelder, Inc <br />
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