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ARCHIVED REPORTS_XR0004605
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PR0545482
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ARCHIVED REPORTS_XR0004605
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Last modified
3/10/2020 12:08:17 PM
Creation date
3/10/2020 8:56:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004605
RECORD_ID
PR0545482
PE
3528
FACILITY_ID
FA0005075
FACILITY_NAME
DONS MOBILE GLASS
STREET_NUMBER
151
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
953365719
APN
21941015
CURRENT_STATUS
02
SITE_LOCATION
151 S MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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4e <br /> WELL CONSTRUCTION REPORT AND QUARTERLY MONITORING REPORT <br /> FORMER DIAMOND LUMBER-MANTECA <br /> AUGUST, 1996 <br /> The screened PVC casing consisted of 0 02-inch machine cut slots Number 2/12 sand was <br /> poured down the augers into the casing annulus, while removing approximately 2-feet of auger at <br /> a time The filter pack was placed to 2-feet above the screened interval Bentonite pellets were <br /> then poured through the augers to form an approximately 2-feet thick annular seal immediately <br /> above the sand pack A cement grout mixture was then used to fill the remaining annular space to <br /> 1-foot below grade Traffic rated, flush mounted well boxes were installed at a height of <br /> approximately 1-inch above grade to mmimize the potential for surface runoff entering the well <br /> 3.5 Well Development <br /> Each groundwater monitoring well was developed using a surge block for at least 20-minutes, and <br /> then purged of at least three well volumes of groundwater During purging, values of pH, <br /> conductivity and temperature were monitored and recorded Field logs from well development <br /> are included in Appendix C The wells were allowed to stand for a sufficient period of time for <br />' the groundwater to recharge to approximately 80 percent of the initial static groundwater level <br /> prior to sampling <br /> 36 Groundwater Measurements <br /> Prior to obtaining depths to groundwater measurements, the wells were checked for the presence <br /> of free product using a interface probe Depths to groundwater measurements were made using a <br /> Solinist sounder The depths were measured from the top of the surveyed well casings <br /> Groundwater level data collected to date from the site are shown in Table 1, and a copy of the <br />' field notes are included in Appendix D <br /> 3.7 Sampling <br /> 3.7.1 Monitoring Well Purging <br /> Each sampled well was purged using a submersible pump until at least three equivalent well <br /> volumes of water had been removed and pH,temperature and conductivity measurements had <br /> stabilized All purging and sampling equipment was washed in a tnsodium phosphate solution and <br /> rinsed in distilled water prior to each usage to reduce the potential for cross contamination <br /> between wells The pH,temperature and conductivity measurements were recorded on field data <br /> sheets, which are kept in a permanent protect file The wells were allowed to stand for a period of <br /> time to recover to a minimum of 80% of the initial water level prior to sampling Groundwater <br /> purged from the wells was placed into DOT approved 55-gallon drums The purge water will be <br /> disposed of by pumping into a vacuum truck and sending it to a recycling facility _ <br /> 3.7.2 Groundwater Sampling <br /> 1 Proper sample collection and handling are essential to assure quality data obtained from a sample <br /> Each groundwater sample, therefore,was collected using a new disposable bailer for each well <br /> 1 and placed in the appropriate laboratory prepared containers,using proper protocol <br /> 3 <br />
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