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SITE INFORMATION AND CORRESPONDENCE_FILE 1
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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Last modified
5/26/2020 12:27:33 PM
Creation date
5/26/2020 10:13:26 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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J.R. Simplot - 3 - 21 March 2008 <br /> Lathrop, San Joaquin County <br /> 11 . The locations and construction details of the pond lysimeters should be provided in <br /> Figure 6 or in a separate figure. Please provide this information in an addendum to the <br /> Work Plan. <br /> AUTO ACCIDENT AREA <br /> 12. We appreciate the information that describes the incident and the response to the <br /> process water release. However, J.R. Simplot must provide an estimate of the volume of <br /> the release. Please provide waste manifests for excavated soil disposal and the name <br /> and location of the disposal facility, as well as the criteria used for sample collection. <br /> Please clarify whether all soil samples collected in 2006 were collected from the bottom <br /> of the excavation. Please confirm whether the samples submitted to FGL, Inc., were <br /> collected one year later than the original samples analyzed by J.R.Simplot, as shown in <br /> Table 3. Please confirm whether the excavation is still open or, if not, what material was <br /> used as backfill and its origin. <br /> 13. Residual soils exhibited elevated levels of ammonium as a result of the release caused <br /> by the auto collision. The proposed five sampling locations are acceptable. However, <br /> additional samples must be collected to delineate horizontal and vertical extent. We <br /> request subsurface soil sampling in the same depth intervals and for the same chemical <br /> analyses as the soil samples proposed for other portions of the site. In addition, a select <br /> number of soil samples should be analyzed by the Waste Extraction Test (using <br /> deionized water) to evaluate leachability of pollutants, and these data used in an <br /> evaluation of potential to impact underlying water quality. <br /> UN-32 RELEASE AREA <br /> 14. Table 4 documents the differences in detection limits for ammonia between J.R. <br /> Simplot's and FGL's analytical techniques. For this reason, all future primary samples <br /> analyzed for environmental compliance efforts must be submitted to a California-certified <br /> laboratory. J.R. Simplot should consider using its own laboratory for backup or <br /> confirmatory purposes only. <br /> 15. In the Work Plan text, J.R. Simplot proposes three soil boring locations outside the tank <br /> footprint; however, Figure 8 shows three soil sampling locations inside the tank footprint, <br /> with different location names from those in the text. Soil sampling locations are indicated <br /> to be separate from grab groundwater sampling locations. We request that groundwater <br /> grab samples be collected at each of the boring locations to support a more complete <br /> understanding of the correlation between impacts to water quality and the concentrations <br /> of pollutants in soil. Please provide an updated figure that shows the correct number, <br /> names, and locations of soil and water samples. <br /> 16. The proposed upgradient or background location in the immediate vicinity of the tank <br /> (boring EB-AY) would likely receive subsurface constituents sourced from the waste <br /> water ponds. Therefore, background locations outside the active plant are <br /> recommended (see comment # 5 above). <br />
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