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2900 - Site Mitigation Program
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PR0009051
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2020 12:26:47 PM
Creation date
2/5/2020 10:23:06 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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Antonia Vorster -2- 4 April 1990 <br /> not appear complete. The southern and southwestern extent of contamination in <br /> the C-zones (along the front formed by wells M-19, 11 , 17 and MW-6) also appears <br /> incomplete. Additionally, as noted in previous comments, deep (D-zone) wells are <br /> necessary at the downgradient extents of the plumes to verify and monitor over <br /> time the deepest point of contamination. This assumes that contamination in the <br /> C2-zone is equivalent to the C1-zone and can be treated as an equally contaminated <br /> zone. This may not be a valid assumption since there is very limited data for <br /> the C2-zone. <br /> The above discussion is conditioned on the results of the forthcoming Risk <br /> Assessment and proposed remedial actions. The degree of plume definition and <br /> subsequent monitoring is dependent upon both the level of cleanup needed and the <br /> type of remediation to be implemented. The decision of the number and location <br /> of additional monitoring wells may be deferred until these issues are better <br /> defined. However, Nestle needs to make it very clear how, and when, these <br /> decisions will be made. <br /> 2. In conjunction with the issues discussed in the first comment to finalize plume <br /> definition, the collective data needs to be reviewed and correlated to ensure no <br /> gaps exist. Although this has probably been done internally, the RI report <br /> presentation does not make this clear. Specifically, the following need to be <br /> addressed in each data area: <br /> a. Chemical Data - some chemicals were excluded as contaminants resulting from <br /> Nestle' s operations. Pages 3-30 and 31 conclude that positive results <br /> for Chloroform, 1 ,1-Dichloroethane, 1 ,1-Dichloroethylene, and 1 ,1 ,1- <br /> Trichloroethane are either anomolous or not associated with the site. All <br /> of these constituents have been detected multiple times in a number of wells <br /> both on- and off-site. Chloroform is a common laboratory solvent, 1,1 , 1- <br /> TCA a common industrial solvent, and 1 ,1-DCA and 1, 1-DCE are breakdown <br /> products of TCE or 1 , 1 ,1-TCA. Methylene chloride is found only sporadically <br /> in the monitoring wells and thus may be anomolous, but cannot be excluded <br /> from concern since MC was used at the site for decaffeination for 16 years. <br /> The positive results for Carbon Tetrachloride and Tetrachloroethylene do <br /> appear to be anomolous. <br /> Contaminant contour maps, such as Figures 3-10 through 12, should depict <br /> total volatile organics of concern, as well as any individual contaminants <br /> that need to be portrayed separately. This is an issue which was raised in <br /> previous comments. The need to separate individual chemicals will depend <br /> largely on their individual risk levels as determined in the forthcoming Risk <br /> Assessment. Trend analysis at individual wells using plots of contaminants <br /> over time should also be performed, especially at wells near the plume edges. <br /> When total volatile organics (excluding results for Carbon Tet and PCE) are <br /> plotted, the results indicate that contamination is more extensive on-site <br /> in the B-zone, high levels (apparently due to the source at M-8) extend for <br /> some distance off-site to the southwest in the A-zone, and higher levels and <br /> a greater extent of contamination exists in the C-zone. <br /> b. Stratigraphic Data - cross-sections are best prepared perpendicular and <br /> parallel to the groundwater flow directions to better depict flow paths. <br /> The marker bed, or beds, should be included and correlated on the sections. <br />
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