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3500 - Local Oversight Program
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PR0544990
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Last modified
11/15/2019 1:54:57 PM
Creation date
11/15/2019 1:49:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544990
PE
3528
FACILITY_ID
FA0006902
FACILITY_NAME
TRACY WASTEWATER TX PLNT
STREET_NUMBER
3900
STREET_NAME
HOLLY
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
3900 HOLLY DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Monitoring Well Installation <br /> Monitoring wells will be installed for long term plume monitoring. The well will be <br /> cased with Sch. 40 PVC casing, threaded together; glues will not be used. The slotted <br /> interval will be a 0.020-inch slot and the annular space around the slots will be backfilled <br /> with a 2/12-size sand. Previous experience has shown this to be a reliable well design in <br /> fine grained and stratified depositional environments. Final well design will be modified <br /> to the site-specific conditions encountered in the borehole during drilling. Once the <br /> aquifer strata has been defined, the casing will be lowered to the bottom of the borehole, <br /> leaving a slotted interval above the occurrence of groundwater to observe for floating <br /> product. The sand pack will be placed to a point about two feet above the slots. A <br /> bentonite seal will be placed atop the sand pack, and a cement grout seal placed atop the <br /> bentonite using a tremie line, filling from the bottom to top of the borehole. A traffic <br /> rated wellhead access box and security device will complete the wellhead. <br /> Monitoring Well Sampling and Development The monitoring wells will be developed to <br /> remove the drilling muck, grade the sand pack and provide a more complete hydraulic <br /> connection to the aquifer. A well development log will be kept of the well volumes <br /> removed until the water becomes clear and the.amount of sand pumped is minimal.-The . <br /> well will be allowed to recover for at least 72 hours prior to sampling. The well casing <br /> will be surveyed to a known datum to accurately measure groundwater elevation <br /> contours. <br /> Well Casing Elevation Survey <br /> The monitoring well casing elevations will be surveyed to a known elevation datum so <br /> accurate groundwater elevations and flow gradient can be measured. <br /> Groundwater Sampling <br /> The monitoring wells will be purged using calculated well volumes based upon the depth <br /> to water in the casing. Depth to groundwater measurements will be made to the nearest <br /> one-one hundredth of one foot, and also checked for the presence of separate phase <br /> product. The well will be purged to remove stagnant water in the well casing. As each <br /> purge volume is removed, measurements of pH, electrical conductivity and temperature <br /> will be taken until these parameters stabilize over two purge volume removals, which is <br /> interpreted to be aquifer water entering the casing. The well will be allowed to recover to <br /> about 80% of the initially measured water level, after which the sample will be collected. <br /> The water samples will be carefully collected with a clean bailer and poured into the <br /> appropriate laboratory prepared container with minimum cavitation. The water sample <br /> will be labeled, logged onto a chain-of-custody form, and placed in a chilled ice chest. <br /> Upon completion of well sampling,the well will be closed and locked. <br /> Page 3 <br />
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