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3500 - Local Oversight Program
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PR0545735
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Last modified
6/5/2020 2:08:41 PM
Creation date
6/5/2020 1:59:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545735
PE
3528
FACILITY_ID
FA0003502
FACILITY_NAME
TRACY CITY PUBLIC WORKS
STREET_NUMBER
560
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23515006
CURRENT_STATUS
02
SITE_LOCATION
560 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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bottom of the borehole, leaving a short sand pack interval above the occurrence of groundwater <br /> to observe for floating product. The slotted interval will use a 0.020-inch slot and the annular <br /> space around the slots will be backfilled with 2112-size sand. The sand pack will be placed to a <br /> point about two feet above the slots. Previous experience has shown this to be a reliable well <br /> design in fine grained and stratified depositional environments in this area. <br /> A bentonite seal will be placed atop the sand pack, and a cement grout seal (cement mix <br /> witnessed and approved by the SJC/EHD representative in the field prior to sealing) will be <br /> placed atop the bentonite using a tremie line, filling from the bottom to top of the borehole. A <br /> traffic-rated wellhead access box and security device will complete each well. <br /> 7.2 Monitoring Well Head Survey <br /> All wells will be scheduled for a location and elevation survey to a known datum. The well <br /> survey will also be performed so that well location and elevation are plotted for inclusion for <br /> regulatory reporting. <br /> 7.3 Monitoring Well Sampling <br /> The wells will be developed after waiting at least 72 hours for the grout well seals to set, and <br /> then purged and sampled after development. Each monitoring well will be purged using <br /> calculated well volumes based upon the depth to water in each casing. Depth to groundwater <br /> measurements will be made to the nearest one-one hundredth of one foot, and also checked for <br /> the presence of separate phase product. As each purge volume is removed, measurements of pH, <br /> electrical conductivity, turbidity, and temperature will be taken until these parameters stabilize <br /> over two measurements, which are interpreted to indicate aquifer water entering the casing. The <br /> well water level will be allowed to stabilize to about 80% of its initial water level before <br /> sampling. <br /> Each groundwater sample will be carefully collected with a clean disposable PVC bailer and <br /> poured with minimum cavitation and minimum headspace into the appropriate laboratory <br /> prepared container. Each water sample will be labeled, logged onto a chain-of-custody form, and <br /> placed in a chilled ice chest on crushed ice. Upon completion of well sampling, each well will be <br /> closed and locked. Well purge water will be stored onsite in labeled, closed top 55-gallon steel <br /> drums until the purge water is to be disposed <br /> 8.0 Chemical Analysis <br /> Once the groundwater monitoring wells are installed at the Boyd site, Wright assumes a quarterly <br /> groundwater monitoring program started. The SJC/EHD will review and approve the quarterly <br /> monitoring program; Wright anticipates that the following chemicals will be included in the <br /> quarterly monitoring program. <br /> C(O'u'r1roundwater samples will be analyzed at Kiff Analytical LLC, a State-certified analytical <br /> ab atory in Davis, California. All samples will be tested for the following; Total Petroleum <br />
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