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ARCHIVED REPORTS_XR0006740 CASE 1
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ARCHIVED REPORTS_XR0006740 CASE 1
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Last modified
9/29/2020 10:28:41 PM
Creation date
8/4/2020 11:14:16 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006740 CASE 1
RECORD_ID
PR0545914
PE
2950
FACILITY_ID
FA0000421
FACILITY_NAME
DINO MART
STREET_NUMBER
1001
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
1001 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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2.0 GROUNDWATER MONITORING SAMPLING AND ANALYSIS <br /> On March 20, 2001, Ramage Environmental monitored and sampled groundwater at the site <br /> 2.1 Groundwater Monitoring <br /> Depth-to-groundwater was measured in all four groundwater monitoring wells to evaluate <br /> groundwater flow and gradient characteristics The depth to the groundwater table, ranged from <br /> 18 78 feet below ground surface (bgs) in MW-1 to 19 78 feet bgs in MW-2 The corresponding <br /> groundwater surface elevation ranged from a high of 18 74 feet above mean sea level (msl) at <br /> MW-1 to a low of 18 32 feet msl at MW-2 A different well construction for MW-2 may cause the <br /> groundwater elevation in this well to be incompatible with the elevations in the three other wells <br /> The resulting groundwater surface appears as an irregular plane dipping to the northwest at a <br /> gradient of approximately 0 0026 foot/foot A groundwater surface contour map is included as <br /> Figure 3 The well construction details, wellhead elevations and groundwater monitoring data are <br /> summarized in Table 1 <br /> 22 Groundwater Sampling and Analysis <br /> Following the groundwater level measurements, each of the four wells was purged and sampled <br /> The wells were purged using a pump and disposable tubing until at least three well casing <br /> volumes were extracted and/or after groundwater temperature, pH and electrical conductivity <br /> values had stabilized <br /> Following well purging and recharge, groundwater was sampled from the monitoring wells using <br /> dedicated disposable bailers and laboratory-supplied containers A groundwater sample was also <br /> collected from the on-site water supply well with a bailer, after allowing the water to run for <br /> approximately 15 minutes <br /> i <br /> Each sample was labeled, packaged in an iced cooler and transported with chain-of-custody � <br /> documentation to Kiff Analytical, LLC (Kiff), a state certified hazardous waste testing laboratory <br /> (Certification #2236) Kiff analyzed each of the groundwater samples for Total Petroleum <br /> Hydrocarbons (TPH)-as-gasoline, benzene, toluene, ethylbenzene, xylenes (BTEX), MTBE, di- <br /> isopropyl ether PIPE), ethyl tertiary butyl ether (ETRE), tertiary amyl methyl ether (TAME), tertiary <br /> butanol (TBA), and 1,2-dichloroethane (1,2-DCA) by EPA Method 8260B <br /> 5 <br />
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