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ARCHIVED REPORTS_XR0003644
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ARCHIVED REPORTS_XR0003644
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Last modified
7/23/2020 4:44:07 PM
Creation date
7/23/2020 3:57:46 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003644
RECORD_ID
PR0505553
PE
2960
FACILITY_ID
FA0006856
FACILITY_NAME
FRANKS FOOD MART
STREET_NUMBER
2072
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
94336
APN
22202001
CURRENT_STATUS
01
SITE_LOCATION
2072 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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IS 2 . 0 GROUNDWATER FLOW DIRECTION AND GRADIENT <br /> On September 30, 2003, ASE measured the depth to water in each site <br /> groundwater monitoring well using an electric water level sounder The <br /> surface of the groundwater was also checked for the presence of <br /> free-floating hydrocarbons or sheen using an oil/water interface probe a n d <br /> a product thickness bailer No free-floating hydrocarbons were observed in <br /> any of the groundwater monitoring wells this quarter Groundwater <br /> elevation data is presented as Table One <br /> Groundwater elevation (potentiometric surface) contours are plotted on <br /> Figures 2, 3 and 4 Groundwater in the shallow zone (less than 20-feet bgs) <br /> has historically shown a northern or northwestern flow This quarter, t h e <br /> groundwater flow direction is primarily to the north-northwest with a <br /> gradient of approximately 0 001-feet/foot A shallow zone potentiometric <br /> surface map is presented as Figure 2 <br /> Groundwater in the middle zone (55--70-feet bgs) flows toward the south <br /> this quarter at a gradient of approximately 0 006-feet/foot <br /> The groundwater flow in the deep zone (greater than 100-feet) flows <br /> . toward the east-southeast this quarter at a gradient of approximately <br /> 0 005-feet/foot <br /> Potentiometric surface differences in wells adjacent to each other b u t <br /> screened in different zones such as monitoring wells MW-6, MW 7 a n d <br /> MW-8 show a decreasing hydraulic head with depth, suggesting the <br /> potential for downward groundwater flow <br /> 3 . 0 GROUNDWATER SAMPLE COLLECTION <br /> On October 1 and 2, 2003, ASE collected groundwater samples from sixteen <br /> of the on-site and off-site groundwater monitoring wells, recovery wells, <br /> and drinking water well for analysis <br /> Prior to sampling, the site monitoring wells were purged of three well <br /> casing volumes of groundwater using a Grundfos pump and/or dedicated <br /> polyethylene bailers The pH, temperature, and conductivity of the purge <br /> water were monitored duiing evacuation, and samples were not collected <br /> until these parameters stabilized Samples were collected from the wells <br /> using dedicated bailers The groundwater samples were decanted from the <br /> bailers into 40-m1 volatile organic analysis (VOA) vials, preserved with <br /> hydrochloric acid and sealed without headspace All of the samples were <br /> Frank's One Stop Quarterly Report — September 2003 Sampling <br /> -2- <br />
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