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WORK PLANS_FILE 2
Environmental Health - Public
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WORK PLANS_FILE 2
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Last modified
4/8/2020 4:18:20 PM
Creation date
4/8/2020 4:05:44 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
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0 • <br /> the detection limit. As both of these borings were located within or adjacent to the former <br /> UST cavity,there is no indication that a substantial amount of diesel fuel leached downward <br /> into the higher permeability part of the Riverbank sand. <br /> Item 7. Delineation and Characterization of the Channel Deposit in the Modesto <br /> Formation <br /> The last item that warrants finther discussion is EHD's comment that it was unable to find <br /> information that delineates or characterizes the channel deposit within the Modesto <br /> Formation. This information was extensively developed in the 1996 Problem Assessment <br /> Report. Several figures presented in that report illustrate and characterize the channel <br /> deposit within the Modesto Formation. In total, twelve figures and several pages of text <br /> were presented illustrating the geometry and facies of this channel and its relationship to <br /> soil and groundwater contamination. These figures were subsequently updated in the First <br /> Quarter 1999 Report after GT-10 and GT-11 were drilled. <br /> The channel was shown in cross section in text figure 10 and in appendix figures A-1 <br /> through A-4 of the assessment report. A three-dimensional view of the channel was given in <br /> the fence diagram in text figure 6, which utilized all of the borings that had been drilled up <br /> to that time. Figure 7 provided a map view of the channel, showing the depth to its base and <br /> illustrating its nearly linear northeast-southwest trend. This map was also used as a base <br /> map for four isocontour maps of the extent of gasoline and diesel in soil at specific depths <br /> (Figures 11-14). Lastly, a sediment facies map showing the distribution of permeability <br /> belts within the channel (based primarily on grain size and sorting) was included as <br /> appendix figure A-6. These figures were successfully used to select optimum drilling <br /> locations for GT-10 and GT-11 in 1999, demonstrating the validity of the earlier <br /> interpretations regarding the trend of the channel deposit and the location of the most highly <br /> impacted soil. hi its November 17 letter to Gillies Trucking, EHD conceded that agency <br /> staff had not reviewed these older reports in exhaustive detail, and this may explain why <br /> EHD staff is not aware of the data on the channel deposit. Further study of these documents <br /> should answer EHD's remaining questions regarding this issue, and we are not proposing <br /> any additional investigation into the character or extent of this channel at this time. <br /> 4.0 PROPOSED TASKS AND PROCEDURES <br /> EHD's November 2002 letter provided a list of several recommended tasks that should be <br /> completed in order to move the characterization of the site toward completion. These are <br /> addressed in this section,though not in the order listed by EHD. <br /> Task 1.Downhole Camera Survey <br /> Both the California Department of Water Resources and the company who originally drilled <br /> the Gillies domestic well (Clark Well, Inc.) were contacted several years ago in order to <br /> obtain a well construction diagram for the well. Neither could supply the requested <br />
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