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ARCHIVED REPORTS XR0010963
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0010963
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Last modified
9/5/2019 8:45:37 AM
Creation date
9/5/2019 8:17:14 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010963
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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EHD - Public
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I <br /> cleological nclutks/etc. Page 3 <br /> Groundwater Monitoring Report <br /> i Project No. 750.2 <br /> August 16,2002 <br /> :water table between the wells. The calculation considers the slope of the water table and <br /> the distance in a down-gradient direction between the two wells used in the calculations. <br /> Figure 2 shows the location of the well cluster used for calculating vertical groundwater <br /> gradient in this report, MW-1 and MW-101. Table 1 shows a Summary of Water Level and <br /> Gradients Slope and Bearing and Table 3 shows the calculated vertical gradients. The <br />' information used in the calculations is shown below. <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 /> k'r <br /> For the June 28, 2002, groundwater measurement, the vertical gradient was calculated for <br /> the;MW-1/MW-101 pair. The vertical gradient was negative (a downward direction) and <br /> approximately equal to the water table horizontal gradient. The vertical gradient has been <br /> progressively decreasing in magnitude over therlast several events. <br /> f 1.2 Groundwater Sampling Procedure <br /> On-June 28;.2002, Don Light of Del-Tech mobilized to the site to conduct a groundwater- <br /> monitoring event. The wells were first sounded for depth to water and then they were <br /> purged of at least three well volumes of stagnant water using a dedicated Waterra pump. <br /> Purging continued until the temperature, conductivity and pH of the groundwater stabilized <br /> (<10% variation among three readings) indicating that formation water representative of <br /> aquifer conditions was entering the well. These water quality parameters were measured at <br /> intervals of each well volume purged. { <br /> A <br /> ii <br />' 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 /> were inverted, tapped and, checked for headspace bubbles. Each sample container was <br /> f 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 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 ensure their <br /> integrity. <br /> 1 <br />
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