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ARCHIVED REPORTS_XR0008478
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545858
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ARCHIVED REPORTS_XR0008478
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Entry Properties
Last modified
7/15/2020 7:49:51 PM
Creation date
7/15/2020 3:28:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008478
RECORD_ID
PR0545858
PE
3528
FACILITY_ID
FA0003600
FACILITY_NAME
Nella Oil #427
STREET_NUMBER
3300
STREET_NAME
WATERLOO
STREET_TYPE
Rd
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3300 Waterloo Rd
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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LSauers
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EHD - Public
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A-2 <br /> Soil borings were normally advanced with 8- or 10-inch-diameter, hollow-stem augers The soil <br /> generated from the soil borings was stored on visqueen <br /> 2.0 WATER LEVEL AND LIQUID-PHASE HYDROCARBON (LPH) <br /> THICKNESS MEASUREMENTS AND GROUND WATER SAMPLING <br /> 2.1 Water Level and LPH Thickness Measurements <br /> The static water level and/or LPH thickness in each well was measured prior to purging or <br /> sampling <br /> The depth to water/product was measured using an electronic interface probe The wire of the <br /> interface probe is marked at 0 01 foot intervals One tone is emitted from the interface probe <br /> if LPH is encountered, another tone for water The wire of the interface probe was lowered <br /> slowly until LPH or water was encountered At this point, the mark on the interface wire <br /> opposite the permanent reference point on the top of the well casing was read to the nearest <br /> 0 01 foot and recorded If the first encountered substance was LPH, the probe was lowered <br /> until the tone corresponding to water was emitted This depth was also recorded The <br /> difference between the two depths corresponds to the LPH thickness The interface probe was <br /> rinsed in deionized water between measurements in different wells <br /> A permanent reference point was marked on the well casings The permanent reference point <br /> on the well casings was surveyed to a common reference point All well casing riser elevations <br /> are known to within 0 01 foot <br /> Prior to well development, a disposable bailer was used to collect a sample of LPH, if present <br /> in a well, for subjective analysis The sample was collected by gently lowering the bailer <br /> approximately one-half the bailer length past the air/LPH interface The appearance (color, <br /> opacity, "freshness") was described and noted on field notes <br /> 2.2 Well Evacuation and Development <br /> After the static water level in a well was determined and prior to collection of a ground water <br /> sample, stagnant water was removed from the well casing and the surrounding gravel pack by <br /> bailing, pumping, or with a vacuum truck At least three casing volumes of water were removed <br /> from each well from which a sample was collected The volume of water in the casing was <br /> determined from the known elevation of the water surface, the well bottom elevation (as <br /> measured when the well is installed), and the well diameter <br /> • If the well was bailed or pumped during purging, samples were collected and field analyzed for <br /> pH, temperature, and specific conductance The well was considered stabilized when repeated <br /> readings of the following parameters were within the ranges indicated as follows <br />
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