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ARCHIVED REPORTS_XR0005546
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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2900 - Site Mitigation Program
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PR0504875
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ARCHIVED REPORTS_XR0005546
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Last modified
11/19/2024 1:50:28 PM
Creation date
3/30/2020 2:16:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005546
RECORD_ID
PR0504875
PE
2951
FACILITY_ID
FA0006377
FACILITY_NAME
CHEVRON PRODUCTS CO (INACT)
STREET_NUMBER
25651
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
APN
00514120
CURRENT_STATUS
02
SITE_LOCATION
25651 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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7m <br />' S E C O R <br />' Request for No Further Action <br /> . Chevron Station 9-2396 <br /> December 16 2004 <br /> Page 5 <br /> On June 18 and June 24, 2002, SECOR developed and sampled wells MW-1 through <br />' MW-3 Groundwater samples were submitted for analysis of TPHg, BTEX, and MtBE No <br /> hydrocarbon constituents were detected above their method detection limits, with the <br /> exception of MtBE in MW-1 (1µglL) and MW-2 (5 pg/L) <br />' Groundwater Monitoring and Sampling — 2002 to 2004 <br />' Quarterly monitoring and sampling was initiated after installation of groundwater monitoring <br /> wells MW-1 through MW-3 The monitoring wells were surveyed within 0 01-feet relative to <br /> mean sea level (MSL) TPHg and BTEX have not been detected above the laboratory <br />' method detection limits since groundwater monitoring and sampling began (Table 3) In <br /> October 2002, MtBE was reported in MW-2 at concentrations ranging up to 7 µg/l_ and in <br /> MW-1 at concentrations up to 1 Rg/L Additionally, no detections of hydrocarbon oxygenate <br />' compounds have been reported above the laboratory method detection limits since <br /> groundwater monitoring and sampling began (Table 4) <br /> tBased on depth to water measurements during the Second Quarter 2002, groundwater flow <br /> direction has been to the south at a gradient of 0 002 Data from the Third Quarter 2004 <br /> Groundwater Monitoring Report puts flow direction to the southwest at a gradient of 0 003 <br /> 10 An overall increase in depth to water of 5 feet between June 18, 2002 and October 8, 2004 <br /> is shown graphically in Figure 4 Groundwater flow direction has been variable (Table 5) <br /> with an average flow direction to the south Fluctuations in the flow direction are displayed <br />' on the rose diagram in Figure 5, showing that groundwater flow direction is <br /> south-southwest Since monitoring and sampling was initiated, depth to groundwater has <br />' ranged from 73 38 feet to 79 91 feet below ground surface (bgs) The Third Quarter 2004 <br /> Groundwater Monitoring Report is contained in Appendix D <br />' Once the County grants a closure permit for this site, monitoring of groundwater at the site <br /> will not be required and the groundwater monitoring wells MW-1 through MW-3 located <br /> on-site will no longer be necessary Therefore, SECOR proposes the destruction of the <br />' groundwater monitoring wells in accordance with the terms outlined in the Well Destruction <br /> Work Plan (Appendix E) <br />' 3 3 Well Search and Field Survey <br /> The site is located north of Collierville in an older part of Acampo Based on a review of <br />' Department of Water Resources (DWR) files and San Joaquin County Environmental <br /> Health Department (EHD) well permits and well drillers reports, most private residences <br /> have domestic wells On October 28, 2004 SECOR conducted a door-to-door field search, <br />' covering a 2,000 foot radius from the site, to verify the status of wells identified by the DWR <br /> and EHD file review (Appendix F) The approximate locations of the wells identified in the <br /> door-to-door survey are displayed in Figure 6 The data obtained from DWR and EHD <br /> I 1Chevron1923961Reports\FINAL_NFAR_REPORT doc <br />
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