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ARCHIVED REPORTS_XR0005502
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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14800
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3500 - Local Oversight Program
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PR0545626
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ARCHIVED REPORTS_XR0005502
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Last modified
11/19/2024 1:50:28 PM
Creation date
4/29/2020 1:37:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005502
RECORD_ID
PR0545626
PE
3528
FACILITY_ID
FA0000957
FACILITY_NAME
LATHROP GAS & FOOD MART*
STREET_NUMBER
14800
Direction
S
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
19702004
CURRENT_STATUS
02
SITE_LOCATION
14800 S HWY 99 RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' Process Controls <br /> EMCON will be extracting from four groundwater monitoring wells (MW-1, <br /> MW-2, MW-3, and MW-4) at the rate of approximately l gpm per well The <br /> treated groundwater will be discharged through two reinjection wells (RW-1 <br /> ' and RW-2) at the approximate rate of 2 gpm per well (see Figure 1) Flow <br /> of groundwater from the extraction wells to the remediation system will be <br /> manually controlled by flow regulating valves A high level switch will shut <br /> ' off the system in case there is a pipe failure A high level switch in the <br /> air/water separator will also shut off the system if the extracted groundwater <br /> is highly entrained <br /> ' 7 Groundwater analysis <br /> ' Historical groundwater analytical data are in Attachment B Groundwater <br /> quality data is contained in Attachment C <br /> ' B. Site Hydrogeology <br /> 1 Depth to groundwater <br /> Attachment D contains the historical groundwater elevations at the site Depth <br /> to on-trite groundwater ranges from 34 56 to 26 04 feet below ground surface <br /> �i (bgs) <br /> ' 2 Direction and gradient of groundwater flow <br /> Historically, the gradient of groundwater flow has averaged approximately <br /> ' 0 006 foot per foot The direction of groundwater flow on site has varied over <br /> time from north-northeast to southwest and southeast Groundwater flow at <br /> the site has been to the southwest and southeast during the past four quarters <br /> of monitoring <br /> 3 Vertical and lateral extent of pollution <br /> Between August 1988 and November 1991 a total of 22 soil borings were <br /> drilled to Investigate the lateral and vertical extent of petroleum hydrocarbon <br /> ' impact to soil and groundwater Nine of these boil borings were subsequently <br /> converted to groundwater monitoring wells (MW-1 through MW-9) Boring <br /> logs and well completion details are included in Attachment E The impacted <br /> boil is in the range of 10 to 25 feet bgs, the lateral extent of petroleum <br /> hydrocarbon-impacted soil is estimated approximately to be 120 feet by <br /> 120 feet Analytical result~ of soil samples collected during exploratory soil <br /> boring% are attached (see Appendix F) The total lateral extent of groundwater <br /> tiAC/p}2\2520\25201000 ICI 94 Ift.8 3 Rev 0 tieptembLr 15 1994 <br />
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