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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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Mr. Mike Desso - 2 - 19 November 2007 <br /> Nestle USA Inc. <br /> layer is between approximately 30 to 45 feet bgs, has TCE concentrations up to 2,500 Pg/L, <br /> and is less extensive. <br /> The primary objective of the IRAP is to stop continued migration of VOCs in shallow <br /> groundwater away from the Former Facility. An additional objective is to reduce the <br /> concentrations of VOCs dissolved in groundwater. Nestle presented an evaluation of four <br /> methods to achieve the objectives: <br /> 1. Groundwater extraction and treatment exclusively from upper zone extraction wells. <br /> (Note: The existing treatment system that ECM operates at the Former Facility would be <br /> modified to improve the capture of dissolved-phase VOCs in groundwater within the sand <br /> immediately beneath the clay layers.), <br /> 2. In situ reductive dechlorination by zero-valent iron, <br /> 3. Enhanced in situ bioremediation, and <br /> 4. In situ chemical oxidation by activated persulfate injection and ozone sparging. <br /> In the IRAP, Nestle proposed to proceed with the first method listed above: Groundwater <br /> extraction and treatment exclusively from upper zone extraction wells. Treated water would <br /> continue to be conveyed to the City of Ripon wastewater treatment plant. In the <br /> 19 September 2007 review letter, Regional Water Board staff concurred with their proposal, <br /> provided Nestle addressed the comments listed below: <br /> 1. The installation of shallow extraction wells screened within the sandy material with <br /> elevated concentrations of VOCs should be implemented in such a way as to <br /> maximize gradient control. Nestle should utilize the groundwater model developed for <br /> the site. <br /> 2. The monitoring well network should be configured to monitor horizontal and vertical <br /> groundwater flow gradients. A monitoring well should be installed across the <br /> groundwater table at well nest M-6. This should enhance the vertical flow gradient <br /> monitoring capabilities. <br /> 3. The additional objective to reduce concentrations of VOCs dissolved in groundwater <br /> could be enhanced with implementation of an in situ remediation technology. Nestle <br /> should continue their evaluations of the other three technologies evaluated in the <br /> IRAP as well as other possible technologies not yet evaluated. <br /> Work Plan <br /> The Work Plan proposes the installation and development of two groundwater extraction wells <br /> and four groundwater monitoring wells screened within the sand layer identified in the IRAP as <br /> the layer containing the largest mass of dissolved TCE. The screens will be placed between <br /> 50 and 60 feet bgs. However, Nestle is prepared to modify the screen intervals in the field if <br /> the targeted sand layer occurs at a different interval in any of the well soil borings. Also, for <br /> proper sizing of extraction well screens and filter packs, Nestle will perform sieve analyses of <br />
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