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2900 - Site Mitigation Program
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PR0009004
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Last modified
9/17/2020 5:39:23 PM
Creation date
9/17/2020 4:46:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009004
PE
2954
FACILITY_ID
FA0004061
FACILITY_NAME
MCCORMICK & BAXTER CREOSOTING
STREET_NUMBER
1214
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95201
APN
14520001
CURRENT_STATUS
01
SITE_LOCATION
1214 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Appendix A <br /> FIELD ACTIVITIES PLAN <br /> Field activities at the McCormick and Baxter site will in- <br /> volve the collection of soil samples , the drilling and in- <br /> stallation of new monitoring wells, the collection of water <br /> samples from existing and new monitoring wells, and the col- <br /> lection of water samples from discharging pipes to the <br /> SRWCF. This appendix presents the procedures to be followed <br /> while performing the field activities such as: methods for <br /> obtaining field measurements and methods for sample han- <br /> dling, packaging, shipping, and documentation. <br /> WELL INSTALLATION <br /> Several locations have been identified for the installation <br /> of new monitoring wells. The procedures to be followed <br /> while drilling the borehole and constructing and developing <br /> the wells will be as described in the following paragraphs. <br /> DRILLING, SAMPLING, AND LOGGING <br /> The new monitoring wells will be drilled using the mud ro- <br /> tary drilling method. The bit size will be 14 inches in _ <br /> outside diameter (OD) . The mud used during drilling will be <br /> a bentonite mud. The mud density and viscosity will be <br /> maintained within appropriate limits established by the <br /> drilling industry. Grab samples of the formations through <br /> which drilling is progressing will be taken from the drill <br /> cuttings at 5-foot intervals for the purpose of lithologic <br /> logging. Sieve analyses will be performed on samples from <br /> the intervals (s) to be screened in the monitoring wells. <br /> Lithologic logs will be evaluated with the geophysical logs <br /> for each location. <br /> WELL COMPLETION, DEVELOPMENT, AND PUMP INSTALLATION <br /> A general well construction diagram for the monitoring wells <br /> is shown in Figure A-1 . The well screen and filter pack- <br /> size will be determined from the results of sieve analyses <br /> of cuttings from the zone to be screened. Well screen <br /> lengths will be selected to match the thickness of the per- <br /> meable zone to be monitored. Stainless steel screen and- <br /> carbon steel casing will be used. After the well screen and <br /> casing (with centralizers) are placed in the completed bore <br /> hole, the annular space will be filled with the filter pack. <br /> The filter pack will be emplaced with a tremmie pipe to a• <br /> minimum of 5 feet above the top of the screen. The 5 feet <br /> of sand will allow for settlement of the filter pack during <br /> well development. At least 2 feet of bentonite pellets will <br /> be placed above the filter pack and allowed to hydrate for <br /> A-1 <br />
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