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2900 - Site Mitigation Program
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PR0523363
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Last modified
2/5/2020 8:24:31 PM
Creation date
2/5/2020 4:31:05 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523363
PE
2965
FACILITY_ID
FA0015787
FACILITY_NAME
SIERRA HILLS PACKING
STREET_NUMBER
4505
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08917052
CURRENT_STATUS
01
SITE_LOCATION
4505 4799 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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4.0 Monitoring Well Gauging and Sampling <br /> Monitoring wells were initially sampled as soon after well development as possible. Wells MW-2 <br /> and MW-4 were initially sampled on January 6,2005. These wells were purged to dryness using a <br /> variable speed electric submersible pump several times until 3 wetted casing volumes of water had <br /> been removed. Groundwater samples were then collected from the pump discharge line. Wells <br /> MW-1 and MW-3 could not be developed and initially sampled on January 6th due to equipment <br /> and well development problems. Wells MW-1 and MW-3 were initially sampled on January 25, <br /> 2005 approximately one week after development was complete. At MW-1 and MW-3, a new <br /> disposable bailer was used to purge the wells to dryness once, and samples were then collected <br /> when water had sufficiently recharged in the well for sampling. The results of initial well gauging <br /> and sampling are presented in the following sections. <br /> A quarterly groundwater sampling program for the four wells is to be initiated at the site beginning <br /> • no later than March 31, 2005. Due to the low yield conditions of all four wells and the relatively <br /> small volume of water in each well, a disposable bailer will most likely be used for purging and <br /> sampling each well in the future. It is anticipated that each well will be purged to dryness once, <br /> then allowed to recover prior to sampling. <br /> 4.1 Results of Well Gauging <br /> All four wells were gauged for depth to water and total depth on January 6°i and 24th,2005. Table <br /> 2 is a summary of well gauging data available for the site. Table 2 shows that groundwater occurs <br /> at between 106 and 109 feet BGL at an elevation between-38.0 and-41.0 feet. The January 6th <br /> gauging results at MW-3 were deemed to be non-representative of the upper most aquifer due to an <br /> obviously anomalous groundwater elevation value of-3.0 feet. The cause for this anomalous <br /> reading is addressed in Section 3.0 of this report. Additionally, all depth to water gauging results <br /> prior to well development are considered suspect. Consequently,for the currently available gauging <br /> data,the gauging results collected on January 24th are deemed to be the only representative data <br /> available at this time. <br /> • <br /> 6 <br />
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