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SITE INFORMATION AND CORRESPONDENCE
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Last modified
12/7/2018 10:53:10 AM
Creation date
12/7/2018 10:30:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0518600
PE
2960
FACILITY_ID
FA0013996
FACILITY_NAME
CROP PRODUCTION SERVICES
STREET_NUMBER
1905
Direction
N
STREET_NAME
BROADWAY
City
STOCKTON
Zip
95205
APN
14315004
CURRENT_STATUS
01
SITE_LOCATION
1905 N BROADWAY
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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� s <br /> W.T.Nickerson <br /> July 14, 1997 <br /> Page 3 <br /> We thank the Board for this comprehensive summary ofpast investigative work at this site, much of which was <br /> not in our possession. In future, all ten chemicals indicated as being present at or above their respective levels <br /> of concern will be evaluated. <br /> "4.2 Physical and Chemical Properties <br /> The document states that the chemical concentration in the vapor phase will increase with an increase in <br /> temperature. This has been shown to occur at the site when 1,2-DCP has volatilized when stored in an open <br /> 500-gallon poly tank. Therefore,another remedial alternative may be to pump the water,heat it, and volatilize <br /> the 1,2-DCP. Depending on the pounds volatilized, it could then either be vented to air or captured in a carbon <br /> drum." <br /> In evaluating the feasibility of various alternatives for remediation, several viable methods for removing 1,2- <br /> DCP from retrieved groundwater were recognized. The greatest concern is how to achieve effective ground- <br /> water There are two leaky aquifers identified on the site and in the near vicinity. The lower aquifer appears <br /> to be free of contamination at present, based upon data from MW-7. A gravel horizon is present at <br /> approximately 50 feet below ground, within the impacted upper aquifer, known in the regional literature as <br /> the 'fifty foot gravel", which is a conduit for rapid lateral flow from beneath the site. We recognize, therefore, <br /> that there are problems associated with the effective capture and retrieval.of a reasonable portion of the <br /> affected ground water, in order that the considerable expense of construction of a treatment system, a recovery <br /> and re-injection well array, and a pumped water storage and conveyance system is economically justified. <br /> These problems will be addressed as the investigation proceeds. <br /> "4.3 Toxicity_and Health Risks <br /> Outdated water quality criteria are given for 1,2-DCP. (See comment#3 for the Executive Summary for the <br /> most recent criteria). I don't understand why 1,2-DCP is compared to 1,3-DCP, since 1,3-DCP isn't a <br /> breakdown product and hasn't been found at this site." <br /> Our response to comment#3 is repeated here. With regard to 1,3-DCP, it was not our intention to compare <br /> this compound with 1,2-DCP. The reason it is mentioned at all is that 1,3-DCP was the active compound <br /> dispensed for agricultural use, with 1,2-DCP merely present as a manufacturing by-product All the literature <br /> we reviewed, and quoted from, addressed the two compounds together. It was merely expedient to provide the <br /> whole quoted paragraphs, rather than chopping them up to delete all reference to 1,3-DCP. <br /> "4.4 Establishment of Action Levels <br /> The Basin Plan described the method the Board is to use in setting groundwater cleanup levels. Groundwater <br /> cleanup levels are "equal to background concentrations if background levels are technologically and <br /> economically feasible to achieve. If background levels are infeasible to achieve,cleanup levels are set between <br /> background concentrations and concentrations that"protect beneficial uses of the waterbody and do not pose <br /> a significant risk to human health or the environment. " Within this concentration range, cleanup levels must <br /> be set at the lowest concentrations that are technologically and economically achievable." <br />
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