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ARCHIVED REPORTS XR0006786
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544639
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ARCHIVED REPORTS XR0006786
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Last modified
7/9/2019 4:25:39 PM
Creation date
7/9/2019 3:21:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006786
RECORD_ID
PR0544639
PE
3528
FACILITY_ID
FA0005076
FACILITY_NAME
DICKS EXXON
STREET_NUMBER
2360
STREET_NAME
EAST
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23346001
CURRENT_STATUS
02
SITE_LOCATION
2360 EAST ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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water flow for the Pestana Trust property across the street <br /> • at 275 Grant Line Road have historically been very similar <br /> to those for 2360 East Street , we request that the N-300 -E <br /> direction of flow and hydraulic gradient of 0 0025 ft/ ft <br /> calculated for 275 Grant Line on September 30 , 1994 be <br /> accepted for 2360 East Street until the wellheads at the <br /> East street site can be re-surveyed <br /> i <br /> Table 4 <br /> Wel ! iead Elevations , Depths of Groundwater , and Groundwater <br /> Elevations at 2360 East Street , Tracy <br /> August 31 , 1994 <br /> Well Wellhead Depth to Groundwater <br /> Number Elevation Groundwater Elevation <br /> ---- ------- -- ------------ ------------------------------ <br /> MW-1 69 73 ft 7 50 ft 62 23 ft <br /> MW-2 69 68 ft 6 22 ft 63 46 ft <br /> MW-3 69 65 ft 6 82 ft 62 83 ft <br /> ------------------------------------------------------- <br /> Further Definition of the Eastern Plume Boundary <br /> On July 22 , 1994 , Dr Ozdemir Beyce of EPM oversaw the <br /> auguering of three ( 3 ) additional soil borings (designated <br /> EP-5 , EP-6 , and EP-7 ) advanced by Del Tech Geotechnical <br /> SuppoLt Services beyond the eastern property boundary of <br /> the sub]ect site in response to the request for additional <br /> investigation in this area made by Mr Michael Infurna <br /> Each boring was advanced with a hand auger Discrete soil <br /> samples and a grab water sample were acquired from each <br /> borehole Each soil sample was collected within a 1 9 inch <br /> diameter by 4 0 inch long clean brass sleeve fitted within <br /> a t-?L .Lve sampler lowered into the borehole to a point <br /> access,-d by the hand auger Upon being retrieved , the <br /> drive sampler was opened and the brass sleeve removed The <br /> ends of each sleeve were then covered with teflon <br /> sheetirc/aluminum foil , fitted with plastic caps , and <br /> seal �d witl-, duct tate Each tube was then marked and <br /> placed i_z an iced , insulated container for trans-portation <br /> -o Prioiizj Environmental Labs of Milpitas , a California- <br /> state certified hazardous waste analytical laboratory , <br /> ,-,r_der �-ha_r- of custody Subsequent analyses were performed <br /> for Total Petroleum Hydrocarbons as Diesel (TPH-D) , Total <br /> Petroleum Hydrocarbons as Gasoline (TPH-G) , benzene , <br /> . toluene , ethylbenzene , and total xylenes (BTEX) using EPA <br /> Page 8 <br />
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