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3500 - Local Oversight Program
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PR0545195
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/23/2020 12:02:14 PM
Creation date
1/23/2020 11:40:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Former Cheaper Store Number 37 Page 2 <br /> 15 East Grant Line Road October 30, 2008 <br /> Tracy, California 95376-2720 <br /> MW-7 during the September 2008 sampling event were reported to contain only MTBE at <br /> concentrations less than one microgram per liter. The EHD will reconsider a monitoring well <br /> down gradient of MW-7 if concentrations of contaminants of concern increase significantly in <br /> groundwater samples collected from MW-7, or other data are presented that demonstrates a need <br /> for such a well. <br /> The EHD does not approve the installation of two proposed monitoring wells on the west side of <br /> Holly Drive, one screened in "Zone B" and one screened in "Zone C"; nor does the EHD approve <br /> the installation of two proposed monitoring wells screened within "Zone C", one located adjacent <br /> to the current underground storage tanks and one located adjacent to MW-7. Instead, the EHD <br /> believes two monitoring wells should be installed between soil boring CPT-2 and monitoring well <br /> MW-5, one screened within "Zone B" and one screened within "Zone C". Groundwater results <br /> from these two wells will either confirm that impacted groundwater is in "Zones B and C", or was <br /> simply cross contamination that occurred during the collection of grab groundwater samples <br /> CPT2-41 and CPT2-76. The EHD will reconsider installing additional wells if it is shown that <br /> groundwater collected from"Zones B and C"is impacted. <br /> ATC proposes to construct monitoring wells screened in "Zones B and C" using conductor casing <br /> to minimize the potential for vertical migration of contaminants. Although the work plan <br /> verbally describes the general construction of the conductor-casing wells, it does not explain in <br /> detail the dimensions of the conductor casing nor the drilling method to be used to construct the <br /> wells. Also, Figures 5 and 6 of Attachment 1 of the work plan do not illustrate the presence of <br /> conductor casing in the well construction diagrams. San Joaquin County requires monitoring <br /> wells to be constructed following the Well Standards in accordance with San Joaquin County <br /> Ordinance Code Section 9-1115.6. Well Standards' Section 13.9.2 specifically states that the <br /> monitoring well borehole diameter shall be at least four inches greater than the outside diameter <br /> of the conductor casing. The inner diameter of the permanent conductor casing shall in turn be at <br /> least four inches greater than the outside diameter of the well casing. Please resubmit an <br /> addendum to the work plan by December 31, 2008, that includes the drilling method to be used <br /> for installing the two conductor-casing monitoring wells, along with specific dimension for the <br /> borehole, conductor casing, and well casing. Include well construction diagrams with the <br /> dimensions in the work plan addendum. <br /> During the review of mass calculations,the EHD identified the following problems: <br /> • The method for obtaining average concentrations was explained verbally but was not <br /> demonstrated. As a result, the EHD was unable to duplicate most of the soil and <br /> groundwater concentrations. <br /> • The formula for the mass calculation was not presented; instead, ATC demonstrated the <br /> multiplication of rows of constants and variables, without explanation, for each plume <br /> segment. <br /> • Rather than estimate the weight mass of impacted soil, ATC used the weight of water for <br /> the same volume of impacted soil (62.43 pounds per cubic foot [lb/ft3]). Noting that soil <br /> is more dense than water, the EHD commonly uses a weight of 110 to 125 lb/ft' for mass <br /> estimates,but will use grain density measurements, if available. <br />
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