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WILLOW GLEN
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13751
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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 3:14:56 PM
Creation date
5/19/2021 12:31:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009025
PE
2960
FACILITY_ID
FA0004055
FACILITY_NAME
LATHROP GAS DEHYDRATOR
STREET_NUMBER
13751
Direction
S
STREET_NAME
WILLOW GLEN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
19105010
CURRENT_STATUS
01
SITE_LOCATION
13751 S WILLOW GLEN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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APPENDIX C <br /> Once the hollow stem augers have been advanced to the desired depth for monitoring well installation, the <br /> depth to the bottom of the hole will be measured inside the augers to ensure that it is free of slough. The <br /> monitoring well casing will then be lowered into the hollow stem augers and the annular space between the <br /> borehole and screened portion of the well will be backfilled with sand pack as the augers are withdrawn. <br /> The sand pack (determined by sieve analysis of representative soil samples) will extend to approximately <br /> two feet above the top of the screened section. A two-foot-thick bentonite seal will be placed on top of the <br /> sand pack. The remaining annular space will be backfilled to the surface with a cement grout. The <br /> monitoring wells will be finished with a water-tight, steel, locking street box set into concrete. A removable <br /> PVC cap will be placed over the end of the well casing inside the street box cover. The monitoring wells <br /> will be developed with a surge block followed by bailing to remove the fines. Figure C-1 shows a typical <br /> monitoring well installation. <br /> 462891/42/PPU26 C-1 <br />
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