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COMPLIANCE INFO_1996-2005
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2300 - Underground Storage Tank Program
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PR0231477
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COMPLIANCE INFO_1996-2005
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Last modified
2/9/2024 4:42:40 PM
Creation date
6/3/2020 9:50:03 AM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1996-2005
RECORD_ID
PR0231477
PE
2361
FACILITY_ID
FA0003753
FACILITY_NAME
RIPON SHELL*
STREET_NUMBER
341
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26114007
CURRENT_STATUS
01
SITE_LOCATION
341 E MAIN ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0231477_341 E MAIN_1996-2005.tif
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EHD - Public
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s <br /> possible detection limits. Report the results of your investigation to this agency within 30 days of <br /> completion of the approved scope of work. <br /> Conventional monitoring well networks currently installed at this fuel leak site are insufficient to properly <br /> locate and define the extent or existence of MTBE/Additive plumes at this site recognizing that only one <br /> monitor well has been installed to date. Therefore, PHS/EHD directs you to perform a detailed, expedited <br /> site assessment using depth discrete and continuous core sampling to define and quantify the full three- <br /> dimensional extent of MTBE and other additives, Total Petroleum Hydrocarbons, Benzene and other <br /> contaminants in groundwater. You are requested to properly characterize the hydrogeology and <br /> groundwater flow conditions in the vicinity of your site. <br /> Sampling protocol shall include the following components in your next work plan; During SWI <br /> activities, we request that you gather detailed lithologic information using borings, continuous core <br /> sampling, dual tube expedited site assessment methods, or cone penetrometer together with other methods <br /> to understand the hydrogeology at your site. You are requested to determine and report the historic high <br /> and low ground water elevations during the operational period of this facility.Collection of soil and ground <br /> water samples from each significantly different lithological unit shall be analyzed by a qualified laboratory <br /> for permeability, porosity, bulk density, moisture, and organic carbon content. You may substitute cone <br /> penetrometer or equivalent data where appropriate. Samples from each significantly different lithologic <br /> unit encountered in vertical assessment efforts shall be submitted to a state certified analytical laboratory <br /> for chemical analyses following the guidelines presented above (See Analytical Chemistry Protocol). <br /> This data shall be employed in determining the potential rate at which contaminants may migrate in this <br /> hydrogeologic setting and shall be considered in the process of positioning and constructing monitoring <br /> well networks and sampling strategies. This data shall also be utilized to provide a rationale for <br /> determining the radius of receptor, conduit, and well surveys. Report the results of your investigation to <br /> this agency within 30 days of completion of the approved scope of work. <br /> In constructing your site conceptual model you shall include the potential for plumes to dive <br /> vertically considering recharge and pumping influences in the area. We also request that you evaluate <br /> local groundwater flow conditions and establish a site-specific localized flownet that is dependent on <br /> geologic conditions and is reflected on geologic cross sections and fence diagrams. Additionally, you are <br /> required to prepare a rose diagram for groundwater gradient at this site, plot it on the groundwater contour <br /> maps, and update this diagram in all future reports submitted for your site. Discuss your proposal for <br /> performing this work in the work plan addendum requested below. Report the results of your investigation <br /> to this agency within 30 days of completion of the approved scope of work. <br /> We request that you employ approaches to estimating MTBE/Additive contaminant mass flux across <br /> plume transects or fences located perpendicular to the MTBE/Additive plume. We request the use of <br /> expedited site assessment tools and/or appropriately screened monitoring wells to provide data for these <br /> estimates. In deciding the location of transects and developing mass flux estimates, please consider the <br /> variable dissolution of MTBE from the source. We request that you install permanent monitoring wells <br /> and/or monitoring well clusters(screened at appropriate discrete depths with appropriate length of screen) <br /> to monitor the plume. Include your proposal for the installation of these wells in the work plan requested <br /> below. Please report your results in the SWI Report requested below. <br /> Please note, you are requested to immediately pursue any off-site access agreements that you may <br /> need to complete your investigation activities. <br /> You are requested to evaluate the probability of the plume encountering preferential conduits that <br /> could spread the contamination particularly in the vertical direction and identify receptors in the <br /> vicinity of this site. Report your results in the SWI Report requested below. We request that you perform <br /> a conduit study that details the potential migration pathways and potential conduits (sewers, storm drains, <br /> etc.) that may be present in the vicinity of the site. Provide a map showing the location and depth of all <br /> utility lines and trenches including sewers and storm drains within and near the plume area. The conduit <br /> study is to include a detailed survey reporting the positions and use patterns of all wells. Please contact <br /> the Department of Water Resources (DWR) for procedures to request well location information. The <br /> 2 <br />
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