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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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EHD - Public
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ZA �J, <br /> /t/je-nlTro��n�C� r,✓� 1Jr2rLu�v6, rr✓sraAr.��ra� ��� �R�� <br /> The proposed onsite drilling program is intended to supply <br /> information sufficient to better define the following: <br /> o Present groundwater flow directions in the B, C, <br /> and D zones <br /> o Location of the eastern and western limits of the <br /> onsite groundwater contamination in the zones <br /> o The vertical extent of groundwater contamination <br /> The result of the onsite drilling program will be a delin- <br /> eation of the areal and vertical extent of groundwater con- <br /> tamination to the precision necessary to develop, evaluate, <br /> and implement remedial actions. <br /> Back round <br /> Twenty-two (22) monitoring wells exist on the M&B facility <br /> (Figure 4-1) : These wells monitor a series of permeable <br /> zones between the water table (at approximately 15 to <br /> 20 feet below ground surface [ft,bgs] ) and an apparently <br /> locally extensive sand and gravel aquifer (at a <br /> ely <br /> 250 feet, bgs) . The shallow system lies above theosand tand <br /> gravel aquifer, and consists of silt and clay with varying <br /> percentages of sand. Four sandy permeable zones have been <br /> identified from drill cuttings and electrical well logs; <br /> these are designated, starting with the shallowest water- <br /> bearing zone, as the A, B, C, and D zones (Figure 4-2) . The <br /> sand and gravel aquifer beginning at approximately 250 ft,bgs <br /> has been designated as the E zone. It is important to real- <br /> ize that the designation of the permeable Zones A, B, C, D, <br /> and E are for discussion only. The designations do not <br /> imply that the zones are hydrogeologically isolated from one <br /> another. <br /> Groundwater in the shallow system has been found to be con- <br /> taminated with chemicals used at M&B, including pentachloro- <br /> phenol and creosote compounds. The highest levels of con- <br /> tamination are found in the A zone in the old oily waste <br /> pond area and the track pit, track siding, and central pro- <br /> cess areas (Figure 4-3) . Contaminated groundwater has been <br /> detected in wells in the A, B, C, and D zones onsite. Con- <br /> taminants have not been detected in water from monitoring <br /> wells in the E zone on- and off-site. <br /> Groundwater in the A zone appears to be flowing east- <br /> southeastward at an estimated rate of a <br /> tel <br /> per year; the gradient in the E zone indicatesaeast-300 feet <br /> northeastward flow. Contamination detected offsite at the <br /> OS-3 location indicates that flow in the B and C zones has <br /> been southeastward prior to pumping of Wells A-8 , A-9 , and <br />.7 4-2 <br /> a <br />
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