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2900 - Site Mitigation Program
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PR0517411
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Last modified
7/27/2020 12:37:16 PM
Creation date
7/27/2020 10:57:03 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0517411
PE
2950
FACILITY_ID
FA0013411
FACILITY_NAME
PAYLESS SHOE STORE
STREET_NUMBER
1160
Direction
W
STREET_NAME
YOSEMITE
City
MANTECA
Zip
95337
APN
21902033
CURRENT_STATUS
01
SITE_LOCATION
1160 W YOSEMITE
P_LOCATION
04
QC Status
Approved
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EHD - Public
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boring. Blank casing will be installed from the top of the screened sections to ground surface. A <br /> threaded cap will be placed at the bottom of the well screen prior to installation. <br /> After the casing is installed, a filter pack of No. 2112 Monterey sand will be placed in the well <br /> annulus. The filter pack will extend from the bottom of the boreholes to approximately. 2 feet <br /> above the top of the screened section. Prior to annular seal emplacement, a surge block will be <br /> two repeatedly pushed through the water in the well to ensure that there is no bridging of filter pack <br /> material within the well annulus. <br /> After the filter pack is set, the remaining annular space will be filled with bentonite chips to a <br /> depth of approximately 1 foot. The bentonite chips will be hydrated with water as they are <br /> emplaced. <br /> A traffic-rated, Emco-Wheaton well box, with a removable lid, will be placed within a concrete <br /> encasement to protect the top of the well casing. The lid will be secured to the well box. An <br /> .LO expandable Morrison test well plug, with a Master lock, or similar well plug will be used to <br /> secure the top of the well casing. <br /> Well Development <br /> At least 72 hours after well completion, the well will be developed by surging and bailing. A <br /> surge block will be used to draw fine-grained material into the well where it will be removed. <br /> After a period of surging, water and suspended fines will be removed using a PVC bailer. This <br /> process will be repeated until the removed water contains less than 10 NTUs of suspended solids <br /> or a baseline level of turbidity is established. Groundwater depths before and after development, <br /> well depth, well development times and dates, volumes of water removed, and turbidity levels <br /> will be recorded on a well development log. To prevent cross-contamination, the surge block and <br /> LM bailer will be washed with non-phosphate soap and double rinsed in de-ionized water prior to <br /> each measurement. <br /> Monitoring Well Groundwater Gauging Procedures <br /> W Prior to purging, each well will be measured for total depth, depth to groundwater, and separate- <br /> phase hydrocarbon thickness, if present,using an electronic interface probe. The electronic interface <br /> probe sounds an intermittent alarm when in contact with water, and a continuous alarm when in <br /> contact with petroleum hydrocarbons. A measuring tape, graduated to hundredths of a foot, will be <br /> attached to the electronic interface probe and adjusted for length of the probe. The electronic <br /> interface probe will be lowered into the well and stopped when an alarm sounds. The depth to <br /> L, groundwater will be determined by recording the length of the extended measuring tape referenced <br /> to the top of the well casing, usually a mark on the top of the casing on the northern side of the well. <br /> Separate readings for the depth to separate-phase hydrocarbon and groundwater will be recorded, if <br /> L necessary. Measurement accuracy is within approximately 0.01 foot. <br /> To prevent cross-contamination, the electronic interface probe will be washed with non- <br /> LO phosphate soap and double-rinsed in de-ionized water prior to each measurement. Additionally, <br />
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