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ARCHIVED REPORTS XR0011101
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0011101
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Last modified
9/5/2019 8:56:01 AM
Creation date
9/5/2019 8:37:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011101
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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Geolagrca!?ec(utics Inc, Page 3 <br /> Groundwater Monitoring Report <br /> Project No, 750.2 <br /> December 27,2000 <br /> Vertical gradient calculation formulas are as follows: <br /> • vertical correction for gradient: [(gw gradient slope) x (distance) = vertical correction] <br /> • vertical head: [(head of deep well) - (head of shallow+ correction) =vertical head] <br /> • vertical gradient: [(vertical head) /vertical distance) = vertical gradient] <br /> For the December 1, 2000 groundwater measurements, the vertical gradient was calculated <br /> for the MW-11MW-101 pair. The vertical gradient was negative (a downward direction) <br /> and an order of magnitude greater then the horizontal gradient of both the water table and <br /> the deeper portion of the aquifer served by MW-101. <br /> 1.2 Groundwater Sampling Procedure <br /> On December 1, 2000, Don Light of Del-Tech mobilized to the site to develop the new <br /> monitoring wells and conduct a groundwater monitoring event. For reference, Table 1 in <br /> Appendix A shows basic well construction information, <br /> The wells were first sounded for depth to water and then they were purged of at least three <br /> �. well volumes of stagnant water using a dedicated Waterra pump. Purging continued until <br /> the temperature, conductivity, and pH of the groundwater stabilized (<10% variation <br /> between three readings) indicating that formation water representative of aquifer conditions <br /> was entering the well. These water duality parameters were measured at intervals of each <br /> well volume purged. <br /> `•d Once purging was complete, a water sample was collected from the Waterra tube. Care was <br /> taken to minimize sample agitation from the initial filling of the bailer to the transfer of the) <br /> sample to the VOA vials. Once the sample containers were filled and capped, the bottles <br /> `y were inverted, tapped, and checked for headspace bubbles. Each sample container was <br /> identified and labeled with a unique designation, inserted into foam holders and placed in an <br /> ice chest cooled to 4°C for transport to the laboratory. All non-disposable sampling <br /> equipment was decontaminated using a steam cleaner before and between uses. Disposable <br /> gloves were used by the technician to collect all samples and were changed with each <br /> sampling event. <br /> A field blank (prepared from water provided by the laboratory poured into a VOA vial on <br /> +� site) accompanied the samples to the laboratory to serve as checks against cross <br /> contamination. <br /> A chain of custody document, listing all samples collected, accompanied the samples from <br /> field to laboratory, thereby providing a means to track their movement and insure their <br /> integrity. <br /> ..PO <br /> v <br />
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