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PR0542087
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Last modified
5/8/2020 3:51:22 PM
Creation date
5/8/2020 3:42:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0542087
PE
2965
FACILITY_ID
FA0016554
FACILITY_NAME
ESCALON CITY OF WATER TREATMENT PLA
STREET_NUMBER
25100
STREET_NAME
RIVER
STREET_TYPE
RD
City
ESCALON
Zip
95320
APN
24709015
CURRENT_STATUS
01
SITE_LOCATION
25100 RIVER RD
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' GW&SW Monitoring Report <br /> COE-WDR <br /> Project No. 894.2 <br /> September 1,2011 <br /> • Volatile Dissolved Solids (VDS) <br /> • Standard Minerals <br /> o Ba, Ca, Mg, Na, K, Cl, SO4, Total Alkalinity, and Total Hardness <br /> • Total Coliform Bacteria <br /> ' • Fecal Coliform Bacteria <br /> Field measurements were recorded for the following parameters: <br /> • Temperature <br /> • pH <br /> ' • Specific Conductance (EC) <br /> • Dissolved Oxygen(DO) <br /> ' 4.3 Surface Water Analytical Discussion <br /> Historically, the water chemistry in the Stanislaus River does not change appreciably <br /> between sampling stations R-1 and R-2. However, for the 3rd quarter groundwater <br /> ' monitoring event sampling point R-1 contained elevated levels of total coliform (2,320 <br /> MPN/100mQ. It is believed that this is a localized phenomenon that occurred upstream of <br /> the facility. Sampling point R-2 was elevated but it is believed that the higher total coliform <br /> values are a result of upstream conditions. Laboratory analytical results from sampling <br /> points R-1 and R-2 are within historical range for fecal coliform. <br /> ' It should be noted that the groundwater samples collected from sampling station R-1 were <br /> not analyzed for TDS, FDS, VDS and Total Alkalinity due to having an insufficient amount <br /> of volume for analyses. <br /> 5.0 OBSERVATIONS & RECONEMENDATIONS <br /> ' Observations <br /> Geological Technics Inc., taking into consideration the data obtained from the groundwater <br /> ' monitoring event, makes the following observations: <br /> • Groundwater flow at the site is complex and is probably affected by pumping wells, the <br /> Stanislaus River, and regional groundwater flow patterns. Overall groundwater flow <br /> ' trends to the southwest. For the 3rd quarter 2011 groundwater monitoring event, <br /> groundwater gradient and bearing were not calculated due to the uneven nature of the <br /> groundwater surface below the site, however, a groundwater contour map was produced <br /> (Figure 3). <br /> • Groundwater levels in MW-7 fluctuate greatly as compared to other monitoring wells at <br /> the site. The groundwater fluctuations are possibly a result of less recharge from <br /> neighboring areas since well MW-7 is almost always situated at the top of a water <br /> mound. It is believed that the water found in well MW-7 is confined between two fine <br /> ' grained stiff silt units found at a depth of approximately 25 feet bgs and 46 feet. The low <br /> Geological Technics Inc. 7 <br /> 894 3rd QMR 1 l.doc <br />
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