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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
Fields
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 • - 3 - Is 8 May 2008 <br /> Nestle USA Inc. <br /> Pumping test and aquifer data were analyzed to estimate hydraulic aquifer parameters using <br /> both the Theis (1935) and Hantush-Jacob (1955) methods. The Theis analyses estimates for <br /> hydraulic conductivity for both extraction wells was approximately 2.5 x 10 ' centimeters per <br /> second (cm/s) and the Hantush-Jacob analyses estimates for both was approximately <br /> 1.5 x 10-' cm/s. <br /> Laboratory chemical analyses were performed on groundwater samples collected during the <br /> constant rate pumping tests. Concentrations of TCE in extraction well EU-4 ranged from <br /> 1,500 micrograms per liter (µg/L) at the start of the test to 1 ,200 gg/L at the end of the test. In <br /> extraction well EU-3, the concentrations ranged from 570 lag /L at the start to 710 µg /L at the <br /> end of the test. <br /> ECM utilized the pumping test results and the groundwater model for the site (developed <br /> in 2007) to predict flow paths and capture zones that may be achieved by pumping the new <br /> extraction wells. Based on the modeling results, they proposed pumping rates that are <br /> expected to achieve capture of the TCE plume migrating from the Former Facility in the <br /> shallow aquifer. They proposed an operational pumping rate for both extraction wells <br /> of 30 gpm. During January and early February 2008, ECM installed the treatment system <br /> piping and components necessary to bring new extraction wells EU-3 and EU-4 online with the <br /> groundwater extraction system and to take EW-1 and EI-1 offline. <br /> Groundwater Extraction System Startup Report <br /> On 14 February 2008, ECM conducted startup of the modified groundwater extraction system <br /> utilizing new extraction wells EU-3 and EU-4. During the first week of operation, water <br /> samples and system parameter data were collected daily from the treatment system, and <br /> groundwater measurements and samples from 6 nearby monitoring wells were collected at the <br /> end of the week. During weeks 2, 3, and 4, water samples were collected at the end of each <br /> week from the treatment system, and at the end of week 4, from the 6 monitoring wells. <br /> Starting with the second month, system influent samples were collected monthly, and system <br /> mid-point and effluent samples were collected twice per month. <br /> Analysis of drawdown data collected from the extraction system wells and monitoring wells <br /> during the first 5 weeks of operation show similar results to the data collected during the <br /> aquifer pumping tests. This suggests that pumping both new extraction wells at 30 gpm may <br /> be capturing the onsite TCE plume. Also, drawdown data collected from monitoring well M-1 B <br /> screened in the upper sand layer above the sand layer being pumped by the extraction wells <br /> suggests that TCE in that layer is being captured. <br /> The concentrations of TCE in ten combined EU-3 and EU-4 system influent samples collected <br /> between startup on 14 February and the end of week 5 on 18 March declined from 920 µg /L <br /> to 260 µg /L, and seems to be leveling off at approximately 200 gg /L. On the other hand, <br /> concentrations of TCE in monitoring wells have only fluctuated slightly over the same period, <br /> with the exception of up-gradient, onsite well M-46A which increased from 80 µg /L at startup <br /> to 520 µg /L at the end of week 4. <br />
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