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ARCHIVED REPORTS XR0011099
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0011099
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Entry Properties
Last modified
9/5/2019 8:55:10 AM
Creation date
9/5/2019 8:36:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011099
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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f <br /> G eologicafTechn Wks Inc. <br /> 2741 River load i <br /> Modesto,California 95351 # <br /> (209)538-6424/,F'ax#538-5852 F <br /> J <br /> REPORT <br /> 1 <br /> Groundwater Monitoring <br /> 1" Quarter 2001 w <br /> E <br /> City of Escalon ' <br /> Former Arco Gas Mini Mart ' <br /> i <br /> 1350 Escalon Ave. <br /> Escalon, CA <br /> Project No. 750.2 <br /> March 22, 2001 <br /> EXECUTIVE SUMMARY <br /> I <br /> t� This report summarizes the IS` Quarter 2001 groundwater monitoring and testing event that <br /> took place at the site on February 22, 2001. This was the fifth consecutive quarterly <br /> I groundwater monitoring event. The results of analytical data indicate that detectable ` <br /> concentrations of the aromatic hydrocarbon compounds (BTEX) and total petroleum f <br /> hydrocarbons (TPH-G) are present in three of the six monitoring wells. The presence of <br /> contamination in well MW-I is consistent with past monitoring events. The deep well MW- 4 <br /> 101 has experienced a reduction in contaminant concentrations from the initial <br /> concentration found on December 1, 2000. Well MW-101 needs further monitoring to <br /> determine if the contamination detected is a drilling artifact or indicative of a deeper plume. <br /> The groundwater gradient is 0.0023 ft/ft flowing N83°W, identical to the last event (see f <br /> Figures 2 & 3). Infact, the groundwater flow direction has been consistent towards the NW. k <br /> Depth to groundwater at the site was approximately 61 feet below ground surface (bgs). <br /> A vertical groundwater gradient calculation was made for the groundwater monitoring event <br /> and found to be in a downward direction with a slope that is approximately five times <br /> greater in magnitude then the water table horizontal gradient. } <br /> f <br /> �� I <br />
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