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ARCHIVED REPORTS_XR0008936
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0001205
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ARCHIVED REPORTS_XR0008936
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Last modified
3/30/2020 10:21:30 AM
Creation date
3/30/2020 10:15:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008936
RECORD_ID
PR0001205
PE
2951
FACILITY_ID
FA0004012
FACILITY_NAME
UNOCAL BULK PLANT #0950
STREET_NUMBER
2835
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
2835 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> r <br /> 3 FIELD ACTIVITIES <br /> 3 1 WATER LEVEL MEASUREMENTS <br /> On June 2, 1989, ground water depths were measured in seven monitoring wells at the <br /> Unocal site located at the Port of Stockton. In addition, water depths were measured in <br /> three wells at ST Services (Union Pacific) south of Unocal; in four wells at South Pacific <br /> Pipelines (SPPL) north of Unocal, and in 19 piezometers along Stork Road (east of <br /> Unocal) and Navy Drive (west of Unocal) Monitoring well and piezometer locations are <br /> shown on Plate 3 <br /> In an effort to assess the potential influence of tidal fluctuations on the ground water <br /> gradient, water levels were measured in the wells and piezometers over a 12-hour period <br /> Water level measurement protocol was as follows- <br /> 1 All wells and piezometers were unlocked and caps removed The wells were <br /> allowed to equilibrate with the atmosphere for at least one hour <br /> 2 During the first round of water level measurements, the thickness of floating <br /> product, if any, was measured at each location Measurements of depth-to- <br /> product and depth-to-water were made with a combination of steel tape and <br /> conductivity-based water level indicator A correction factor was calculated <br /> so that subsequent measurements with the steel tape could be correlated <br /> with measurements taken with the conductivity-based water level meter <br /> 3 A conductivity-based water level probe was used during subsequent <br /> measurements to measure water levels in wells and piezometers that did not <br /> contain floating product The steel tape was used in piezometers that did <br /> - have visible floating product Depth-to-water was measured from the north <br /> rim of the PVC well casing The steel tape and conductivity probe were <br /> rinsed with TSP and distilled water before and after each measurement <br /> Water depths were converted to elevations above mean sea level using surveyed casing <br /> elevations The four independent well surveys (Unocal, SPPL, ST Services, and the <br /> piezometers along Stork Road and Navy Drive) were tied together by a licensed surveyor <br /> 194-89-1112 5 <br />
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