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ARCHIVED REPORTS_XR0012651
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545129
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ARCHIVED REPORTS_XR0012651
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Last modified
10/12/2020 10:34:06 PM
Creation date
1/7/2020 8:42:11 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012651
RECORD_ID
PR0545129
PE
3528
FACILITY_ID
FA0006171
FACILITY_NAME
Mizkan America, Inc.
STREET_NUMBER
1400
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205-3743
APN
14115002
CURRENT_STATUS
02
SITE_LOCATION
1400 E WATERLOO RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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b <br /> 1� <br /> and between each use. The pump was thoroughly cleaned prior to <br /> first use and between each use with a high pressure, potable <br /> 3. water spray rinse. <br /> With the development completed, the holding tank was sampled <br /> June 20, 1988 using a teflon bailer lowered into the tank from <br /> the top of the tank. Sampling and Analysis followed the <br /> roce- <br /> dures as discussed in the Groundwater Sampling section below. <br /> The sample was designated DEV-1. As the resultsof the holding <br /> tank sampling were all nondetectable the holding <br /> was <br /> discharged into the plant storm drainage system ndathewater tank was <br /> cleaned out on July 29 and August 1, 1988. On August 8, 1988, <br /> :.� the tank was removed from site. <br /> i <br /> Well S"rve in <br /> on July 8, 1988, the monitor wells were surveyed by two WESTON <br /> r personnel using a Nikon A2-1 level. The survey established <br /> elevations to the too of the locking riser at each well relative <br /> k to an arbitrary bench mark (ABM) located on the northwest corner <br /> of a concrete pad which supports high voltage transformers (see <br /> Figure 1 in report Section 3) . The ABM was set at 100.00 feet. <br /> � .' Top of casing elevations were obtained by measuring from the <br /> locking riser survey ,point at each well to the high point of the <br /> � .. PVC well casing; the relative elevations are as follows: MW-1 at <br /> 99.11 feet; MW-2 at 99.97 feet; and MW-3 at 98.34 feet. <br /> Groundwater Samplinct <br /> Groundwater samples were first collected on July 29, 1988. <br /> However, due to a laboratory accident, the samples were unusable. <br /> A second sampling was performed on August 19, 1988. All wells <br /> were first checked for the existence of a floating product layer <br /> by the use of an electronic oil-water probe (an MMC ,Model <br /> - D-2401-2UI) . The probe also served to give the depth to water <br /> and total well depth measurements. No product layer was regis- <br /> tered by the probe at any of the wells. The total petroleum <br /> hydrocarbons sample was then collected. The sample was obtained <br /> using a clean, transparent teflon bailer _lowered into each well <br /> using new, clean monofillament line until the bailer was partial- <br /> ly submerged. The bailer was retrieved and inspected for visual <br /> - confirmation of the oil-water probe results and its contents were <br /> poured into a clean, kilned 1 liter, unpreserved amber glass <br /> container and capped with teflon lined screw cap. It was neces- <br /> sary to lower the bailer more than once in order to obtain a <br /> liter of water. The development water in the holding tank was <br /> sampled in the same TT� <br /> C - 4 <br />
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