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3500 - Local Oversight Program
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PR0544465
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Last modified
5/16/2019 11:54:59 AM
Creation date
5/16/2019 11:30:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544465
PE
3528
FACILITY_ID
FA0005837
FACILITY_NAME
STEFANOS GASOLINE*
STREET_NUMBER
1419
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137016
CURRENT_STATUS
02
SITE_LOCATION
1419 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> Conductor casing will be used on the monitoring well advanced to 119 feet. A steel conductor <br /> casing will first be drilled into position to a depth of about 65 feet. The conductor will help <br /> prevent leakage from the upper to lower aquifer zones. The steel conductor will use a 12-inch <br /> diameter boring and ten-inch conductor. The conductor will be lowered into the borehole and <br /> pressed about one foot into the undisturbed strata. The annulus on the outside of the casing will <br /> be grouted into place using cement grout, and the drilling muck and water inside the conductor <br /> will be bailed out. After 24 hours, a seal check of the cpnductor will be made to ascertain <br /> whether leakage has occurred. The borehole will then telescope to an eight-inch diameter hole <br /> and advanced to the ultimate depth. <br /> Once the aquifer strata have been defined, the casing will be lowered to the bottom of the <br /> borehole. The sand pack will be placed to a point about two feet above the slots. A cement grout <br /> seal will be placed atop the placed atop the san pack using a tremie line, filling from the bottom to <br /> top of the borehole. A traffic-rated wellhead access box and security device will complete the <br /> wellhead. <br /> Monitoring Well SaMling and Development All monitoring wells will be developed to remove <br /> the drilling muck and drilling fluids in the shallow borehole wall, grade the sand pack and provide <br /> a more complete hydraulic connection to the aquifer. A well development log will be kept of the <br /> well volumes removed until the water becomes clear and the amount of sand pumped is minimal. <br /> The well will be allowed to recover for at least 72 hours prior to sampling. The well casing will <br /> be surveyed to a known datum to accurately measure groundwater elevation contours. <br /> Well Casing Elevation Survey <br /> The monitoring well casing elevations will be surveyed to the same known elevation datum as the ; <br /> existing wells so 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 to water <br /> in the casing. Depth to groundwater measurements will be made to the nearest one-one <br /> hundredth of one foot, and also checked for the presence of separate phase product. The well will <br /> be purged to remove stagnant water in the well casing. As each purge volume is removed, <br /> measurements of pH, electrical conductivity and temperature will be taken until these parameters <br /> stabilize over two purge volume removals, which is interpreted to be aquifer water entering the <br /> casing. , The well will be allowed to recover to about 80% of the initially measured water level, <br /> after which the sample will be collected. <br /> The water samples will be carefully collected with a clean bailer or pump discharge line and <br /> poured into the appropriate laboratory prepared container Ai ith minimum cavitation. The water <br /> sample 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 6 of 6 <br />
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