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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
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PR0009051
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ARCHIVED REPORTS_SITE CONCEPTUAL MODEL 2009
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Last modified
2/5/2020 2:25:32 PM
Creation date
2/5/2020 10:56:03 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SITE CONCEPTUAL MODEL 2009
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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amec�9 <br /> industrial wastewater (approximately 10 gpm) from Nulaid Foods, Inc, at 337 4th Street <br /> (personal communication with Ted Johnston, Director of Public Works, City of Ripon), and 3) a <br /> portion of treated groundwater from a groundwater extraction and treatment system operated <br /> by Nestle at 519 Stockton Avenue may be discharged to the industrial sewer on occasion <br /> when it is not used to meet local non-potable water demands. <br /> Untreated industrial sewer inflow is directly infiltrated to the water table through rapid <br /> infiltration at two disposal ponds adjacent to the treated domestic wastewater storage ponds 1 <br /> and 2 (Figure 13), and south of the industrial ponds along a meander of the Stanislaus River. <br /> Average inflow rates for the industrial sewer recently have been approximately 80,000 gallons <br /> per day. Industrial sewer disposal rates are likely relatively consistent over the course of the <br /> year because much of the flow is from the groundwater treatment systems which are operated <br /> at relatively consistent pumping rates. Because of its very close proximity to the Stanislaus <br /> River, much of the industrial wastewater that is infiltrated probably discharges to the <br /> Stanislaus River. The presence of the Stanislaus River may provide some attenuation of the <br /> formation of a hydraulic mound in this area. It is possible that a portion of this recharged water <br /> does not discharge to the river, but migrates downwards and eventually beneath the river in a <br /> southerly direction into Stanislaus County. <br /> Since approximately 2002, the City of Ripon has been purchasing water from the South San <br /> Joaquin Irrigation District (SSJID) and recharging groundwater in an unlined pit approximately <br /> 20 feet deep (personal communication with Ted Johnston, Director of Public Works, <br /> June 11, 2008). The pit is located in an area bounded by the City of Ripon Corporation Yard <br /> on the south, Doak Boulevard on the north, and Vera and Acacia Avenues on the west and <br /> east (Figure 13). The City purchases approximately 500 acre-feet/year of irrigation water with <br /> low total dissolved solids (TDS)from the SSJID for recharging groundwater between March <br /> and October. The recharge of water in these ponds during the summer months may explain <br /> the westerly extension of the hydraulic mound shown in potentiometric surface maps for the <br /> July 2008 Upper and Intermediate Aquifer (Appendix F), indicating that flow directions are <br /> likely highly variable in both aquifer zones due to the influence of the focused seasonal <br /> recharge. <br /> Neenah Paper, Inc. Industrial Wastewater Disposal <br /> Neenah Paper, Inc., (NP) manufactures paper from purchased pulps, and uses water to make <br /> the dry pulp into slurry. Industrial wastewater from the plant and regeneration brine from the <br /> neighboring cogeneration plant (owned by Countryside Power Income Fund) are collected and <br /> discharged to a primary clarifier, which is discharged to a lined pond (ASB-1), and then a <br /> second pond (ASB-2) which is unlined (Lawrence and Associates, 2005; the composition of <br /> liner material was not stated). The approximate locations of the ponds are shown in Figure 13. <br /> AMEC Geomatrix, Inc. <br /> I:\Doc_Safe\9000s\9837.005\4000 REGULATORY\SCM_01.30.09\1_text\SCM Report Final.doc 31 <br />
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