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2900 - Site Mitigation Program
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PR0009004
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Entry Properties
Last modified
9/17/2020 5:34:49 PM
Creation date
9/17/2020 4:58:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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Jim Tjosvold <br /> Page 2 <br /> July 3 , 1987 <br /> wire line recovery. The cores/samples must be adequately <br /> logged, properly labeled, and stored in boxes designed to <br /> hold samples and be in locations conducive to their <br /> preservation. All locations, including those which have <br /> been continuously cored, need to be geophysically logged. <br /> The geophysical logs also must include spontaneous <br /> potential, resistivity (point, short and long normal) , <br /> and caliper data. <br /> Continuously cored (mud rotary/wire line) samples provide <br /> superior geologic information which we believe may result <br /> in an overall lower cost for site characterization and <br /> remediation. However, we are also willing to accept <br /> detailed lithologic logs prepared lasing dual tube <br /> percussion. <br /> If dual tube percussion drilling is used, it is <br /> recommended that for wells 6-C and OS-4C groundwater be <br /> sampled at depths above and below major changes in <br /> permeability as observed from soil cuttings. This may <br /> require groundwater sampling from more than the five <br /> zones defined to date. The purpose of this depth <br /> sampling is to provide a more detailed profile of <br /> groundwater contamination at the site. <br /> Well Locations <br /> 7 . The workplan has provided for wells in all locations <br /> agreed upon between the State and McCormick and Baxter. <br /> However, to better define both the contamination plume <br /> and groundwater gradients, "A" and "D" zone wells should <br /> be included at location OS-1 and a "D" zone well at <br /> location OS-4 . As discussed, piezometers may be used to <br /> collect water level data, with the understanding that <br /> wells may be required at a later date for water quality <br /> sampling. <br /> Water Level Monitoring <br /> 8 . McCormick and Baxter are to review existing surface and <br /> groundwater data to confirm the interconnection of <br /> Mormon Slough with the "A" zone. If the existing data is <br /> not conclusive, water levels in Mormon Slough should be <br /> monitored in conjunction with water levels in monitoring <br /> wells. Slough water levels should be monitored <br /> frequently at first (in short time intervals or <br /> continuously) to establish the degree of fluctuation, <br /> eventually adjusting the monitoring to the same time <br /> scheduling as the monitoring wells. <br /> 9 . We must resolve the concern that groundwater <br /> contamina'�ion has migrated to the north beyond the site's <br /> boundary. M-.-C"ormick and Baxter should describe their <br /> ...,;, :».,. ,...:..e,3,.rsYi�'..e�.w;a:,-," C`�'�u'�kekrr '.�tlmr:.'K7. i,7f!�a2iYr'-�- .-..,-,..araf,--•-,,rr--'x-.z,.-. .:. ._ .. ._.._.. <br />
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