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ARCHIVED REPORTS_XR0006743 CASE 1
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ARCHIVED REPORTS_XR0006743 CASE 1
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Last modified
9/29/2020 10:28:56 PM
Creation date
8/4/2020 11:14:32 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006743 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,NIT SAMPLING AND ANALYSIS <br /> On December 20, 2000, Ramage Environmental monitored and sampled groundwater at the site <br /> 21 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 83 feet below ground surface (bgs) in MW-1 to 19 68 feet bgs in MW-2 The corresponding <br /> groundwater surface elevation ranged from a high of 18 69 feet above mean sea level (msl) at <br /> MWA to a low of 18 32 feet msl at MW-4 The resulting groundwater surface appears as an <br /> irregular plane dipping to the northeast at a gradient of approximately 0 00435 foot/foot This is <br /> consistent with previously measured groundwater flow direction and gradient calculations A <br /> groundwater surface contour map is included as Figure 3 The well construction details, wellhead j <br /> elevations and groundwater monitoring data are summarized in Table 1 <br /> 22 Groundwater Sampling and Analysis <br /> I <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 /> i <br /> collected from the on-site water supply well, after allowing the water to run for approximately 15 <br /> minutes <br /> Each sample was labeled, packaged in an iced cooler and transported with chain-of-custody <br /> documentation to Kiff Analytical, LLC (Kill), 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 (DIPS), ethyl tertiary butyl ether(ETBE), 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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