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ARCHIVED REPORTS_XR0012717
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3500 - Local Oversight Program
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PR0545259
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ARCHIVED REPORTS_XR0012717
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Last modified
1/31/2020 6:01:45 PM
Creation date
1/31/2020 2:55:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012717
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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k <br /> 4. WORK PLAN <br /> This work plan proposes the installation of a groundwater monitoring well to assess the vertical <br /> extent of petroleum hydrocarbons in groundwater under the site of former Chevron SS 9-1918. <br /> The well will be drilled to a final depth, 10-15 feet into the first encountered groundwater,antic- <br /> ipated to be approximately 50 feet below the ground surface. It will be located near the former <br /> tank field(Figure 16) and will provide information about whether petroleum hydrocarbons <br /> leached downward as the groundwater level dropped over the last four years. <br /> It is assumed that the groundwater flow direction remains northeast and is generally unchanged <br /> from the gradient determined in July 1989. <br /> 4.1 DRILLING AND WELL INSTALLATION <br /> The proposed monitoring well will be installed by a licensed C-57 well driller with a rotary <br /> method using hollow-stem augers. If deeper groundwater under the site occurs under confining <br /> conditions at a depth beyond the range of the hollow-stem auger drilling method(which is about <br /> 100-120 feet),the dry borehole will be grouted and an air or mud rotary rig will have to be used <br /> to install the well. Well casing and screen will he installed to the required depth. A sand filter, <br /> Bentonite seal,and cement-Bentonite grout will be installed around the well screen and casing as <br /> Y the drilling pipe is gradually removed from the borehole. <br /> A log of the soil boring will be recorded by an EA geologist overseeing the drilling operations. <br /> The drill cuttings and soil samples will be monitored in the field for the presence of hydrocar- <br /> bons with an organic vapor analyzer(O`!A)that uses a flame ionization detector. The moisture <br /> content of the soil samples and the initial and static water levels will also be noted on the logs. <br /> All drill cuttings will be contained onsite in sealed 55-gallon drums within a locked fence. The <br /> drums will be labeled with the borehole number,owner's name,depth interval of soil contents, <br /> date,and monitoring equipment readings. The drill cuttings will be disposed of at proper facili- <br /> ties on the basis of soil sample analysis. Drill cuttings that are free of petroleum hydrocarbons <br /> will be disposed of onsite. <br /> 4.2 SOIL SAMPLING <br /> Soil samples will be collected at 5-foot intervals and at any substantial changes of soil type, <br /> beginning at 5 feet below ground surface. Soil samples will be collected to the total depth of the <br /> -- -- - - - borehole unless heaving sand occurs.._Every-attempt_will be made to collect a soil sample at the <br /> water table(expected at about 50 feet below ground surface). <br /> 7 <br /> 1701918MI - <br />
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