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2900 - Site Mitigation Program
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PR0009002
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Last modified
2/22/2019 10:00:24 PM
Creation date
2/22/2019 3:21:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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surface to the final depth of 190 ft bgs was characterized as unconsolidated fine to <br /> medium sand, silt, and sand/silt/clay mixtures. The lithologic log of the exploratory <br /> ' boring for well MW-449D is included in Appendix B. No lithologic log was <br /> recorded for the boring drilled for well MW-449S because the lithology did not <br /> markedly vary from the lithology characterized at the MW-449D boring <br /> ' approximately 10 feet away. <br /> 5.2 Boring for Well MW-450D <br /> ' The boring for well MW-450D was drilled on June 25, 2012. The diameter of the <br /> borehole was 10-7/8 inches. The lithology encountered from ground surface to the <br /> ' final depth of 192 ft bgs was characterized as unconsolidated fine to medium sand, <br /> silt, and sand/silt/clay mixtures. The lithologic log of the exploratory boring for well <br /> MW-450D is included in Appendix B. No lithologic log was recorded for the boring <br /> drilled for well MW-450S because the lithology did not markedly vary from the <br /> lithology characterized at the MW-450D boring approximately 10 feet away. <br /> 6.0 Geophysical Logs <br /> Welenco (California Contractor's License 722373) of Bakersfield, California was <br /> retained to run electrical geophysical logs in the boreholes drilled for wells MW-449D <br /> and MW-450D. Each electrical geophysical log included 16-inch normal and 64-inch <br /> normal electrical resistivity(ohm-meters), spontaneous potential (millivolts), single-point <br /> resistance (ohms), and focused guard (ohm-meters) logs. Natural gamma ray(api) and <br /> ' temperature(°F) logs were also conducted in each borehole. Prior to running the <br /> geophysical logs, the drilling mud in each borehole was thinned by circulating potable <br /> water through the drill pipe and into each borehole. Copies of the electrical geophysical <br /> logs are included in Appendix C. <br /> 61 MW-449D Exploratory Boring <br /> ' The electrical geophysical log was used in conjunction with the lithologic log of the <br /> MW-449D exploratory boring to identify the permeable zones of the intermediate <br /> zone and to design the screen intervals for wells MW-449S and MW-449D. The 16- <br /> inch normal, 64-inch normal, focused guard and single-point resistivity logs indicated <br /> lenses of fine to medium sand interbedded with sandy silt and clay. The thicknesses <br /> of the fine to medium sand lenses in the intermediate zone ranged from <br /> ' approximately 4 feet to 8 feet. <br /> The fine to medium sand characterized from 130 to 150 ft bgs in the lithologic log <br /> ' corresponded with a peak resistivity of 36 ohm-meters measured on the focused guard <br /> log at 143 ft bgs (Figure 3). The screen interval for well MW-449S was designed <br /> from 139 to 154 ft bgs to include the sand lenses in that interval. <br /> The fine to medium sand characterized at 170 ft bgs in the lithologic log <br /> corresponded with the peak resistivity of 77 ohm-meters measured on the focused <br /> ' guard log at 175 ft bgs. The screen interval for well MW-449D was designed from <br /> 165 to 180 ft bgs to include the sand lenses characterized in that interval. <br /> Well Completion Report for Monitor Well Pairs MW-449 and MW450 7128-9 <br /> SPX Cooling Technologies Dudek <br /> ' Stockton,California Page 3 January 2013 <br />
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