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87-3633
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4200/4300 - Liquid Waste/Water Well Permits
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87-3633
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Last modified
11/19/2019 10:07:54 PM
Creation date
12/1/2017 11:52:31 AM
Metadata
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
87-3633
STREET_NUMBER
4325
Direction
E
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
SITE_LOCATION
4325 E WASHINGTON ST
RECEIVED_DATE
9/28/87
P_LOCATION
KAYO OIL COMPANY
Supplemental fields
FilePath
\MIGRATIONS\W\WASHINGTON\4325\87-3633.PDF
QuestysFileName
87-3633
QuestysRecordID
1976257
QuestysRecordType
12
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EHD - Public
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r <br /> REVISIONS TO SITE ASSESSMENT PLAN <br /> KAYO OIL COMPANY <br /> 4325 WASHINGTON STREET, STOCKTON, CA i <br /> The revisions to the work plan proposed by Applied Geosystems for <br /> the Washington Street site primarily consist of adding wells and <br /> additional detailed data gathering. We propose to proceed <br /> through the following sequence of steps: <br /> 1. Measure the water level in well MW-11. <br /> 2 . Drill monitoring well MW-12 across Washington Street, <br /> sampling it for 12" above the water table and 6" below the <br /> water table for chemical analysis. The hole would be sampled <br /> at a 5 ' interval over the rest of its depth. Well M11-12 will <br /> be installed and developed as a 4" monitor well , and a water <br /> sample taken immediately after development. The soil samples ' <br /> from the water table and capillary fringe, and the water <br /> sample will be sent out for chemical analysis immediately. <br /> 3 . While waiting for the analytical results from the MW-12 <br /> samples, we will drill soil boring B-13 . This borehole <br /> will be continuously sampled from a depth of 15 ' to its total <br /> depth, which will be no more than 751 . B-13 will be <br /> backfilled to the surface with a cement-bentonite mixture as <br /> soon as drilling and sampling are completed. Samples will <br /> be described and sampled for chemical analyses, porosity, <br /> permeability, and grain size. When that data comes back from <br /> the labs it will be used to design an 8" diameter recovery <br /> and aquifer testing well, MW-14 , which will be installed near <br /> B-13 . <br /> 4 . Monitoring wells MW-15, MW-16, and MW-17 will be drilled and <br /> developed as 4" wells immediately following the completion of <br /> boring B-13 . They will be drilled, sampled, and developed as , <br /> described in the Applied Geosystems proposal. <br /> I <br /> 5. The location of monitoring well MW-18 will determined by the <br /> analytical results from well MW-12 . If the soil and water <br /> samples from MW-12 are clean, then the location shown on the <br /> accompanying map as MW-18 will be drilled. If the soil or <br /> the water prove to be contaminated, then the well will be <br /> moved to the west to the location marked as MW-18A, to try to i <br /> have a better chance of defining the edge of the plume in <br /> that direction. Only one of the two locations (MW-18 and MW- <br /> 18A) will actually be drilled. <br /> 6. Monitoring wells will be sampled for Cr and As in addition to ' <br /> the standard petroleum hydrocarbons until it is established <br /> that contamination from the Marley Cooling Towers superfund <br /> site has not reached the Kayo location. <br />
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