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ARCHIVED REPORTS XR0010492
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3500 - Local Oversight Program
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PR0544683
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ARCHIVED REPORTS XR0010492
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Last modified
10/22/2019 3:09:29 PM
Creation date
7/22/2019 8:16:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010492
RECORD_ID
PR0544683
PE
3528
FACILITY_ID
FA0004953
FACILITY_NAME
NORMAC INC
STREET_NUMBER
6215
STREET_NAME
TAM O SHANTER
STREET_TYPE
DR
City
STOCKTON
Zip
95209
APN
09405011
CURRENT_STATUS
02
SITE_LOCATION
6215 TAM O SHANTER DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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I <br /> IGroundwater monitoring and sampling were conducted by Ground Zero personnel on November <br /> 10, 1995 The depth to groundwater was measured in each well and subtracted from the <br /> wellhead elevation to determine groundwater elevation Groundwater elevations are included <br /> Iin Table 1 Monitoring logs are included in Attachment C Groundwater flow was generally <br /> southwesterly with an hydraulic gradient of approximately 0 0017 feet per foot A <br /> potentiometric surface map generated using the November 10, 1995 monitoring data is shown <br /> on Figure 3 <br /> Groundwater samples were collected from wells MWI through MW3 on November 10, 1995, <br /> after purging a minimum of three well casing volumes and stabilization of physical parameters <br /> (pH, electrical conductivity, temperature) Purge water was stored on site in 55 gallon <br /> Icontainers pending laboratory analysis Field purge logs are included in Attachment C <br /> At the request of PHS/EHD, confirmation groundwater monitoring and sampling were performed <br />' on December 12, 1995 Groundwater elevations are included in Table I Field monitoring and <br /> purge logs are included in Attachment C Groundwater flow was generally south-southwesterly <br /> with an hydraulic gradient of approximately 0 0009 feet per foot A potentiometric surface map <br /> generated using the December 12, 1995 monitoring data is shown on Figure 4 <br /> LABORATORY ANALYSES <br /> ISelected soil samples from the borings were analyzed by Sequoia Analytical Laboratory for <br /> TPHg using EPA Method 8015, and BTEX using EPA Method 8020 In addition, selected soil <br /> samples collected from the borings were analyzed for physical parameters including vertical <br /> permeability, effective porosity, moisture content, bulk density, particle size distribution, and <br /> I hydraulic conductivity Selected soil samples collected from the borings were also analyzed for <br /> chemical/biological parameters including total organic carbon (TOC), heterotrophic plate count, <br /> phosphorus, potassium, and nitrogen (PKN) <br /> Groundwater samples collected from the wells were delivered under chain of custody to Argon <br /> Laboratory and analyzed for TPHg using EPA modified Method 8015 and BTEX using EPA <br /> Method 8020 <br /> LABORATORY RESULTS <br /> TPHg and BTEX were not detected in soil samples collected from borings SBI through SB3 <br /> Soil analytical results are summarized in Table 2 <br /> TPHg and BTEX were not detected in groundwater samples collected from wells MW I through <br /> MW3 during the initial sampling in November 1995 nor during the confirmation sampling in <br /> December 1995 Analytical results of groundwater samples are summarized in Table 3 <br /> Attachment D contains laboratory reports and chain of custody documentation for soil and <br /> groundwater sampling <br /> I i <br /> groundzelnormaclsumrepor 95 4 <br /> I <br />
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