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ARCHIVED REPORTS_XR0005008
EnvironmentalHealth
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MONTE DIABLO
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1766
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005008
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Last modified
9/16/2020 12:37:03 AM
Creation date
3/17/2020 2:49:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005008
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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ASSOCIATE S INC <br /> Effluent samples were collected in the VOA vials, liter amber bottles without preservative and <br /> 500 milliliter plastic bottles without preservative The samples were analyzed for TPHg, <br /> BTEX, MTBE, volatile and semi-volatile compounds (VOC and SVOC), metals cadmium <br /> (Cd), chromium (Cr), copper (Cu), lead (Pb), nickel (Ni) and zinc (Zn) in accordance with <br /> EPA Method 200 Modified, and pH <br /> Dissolved hydrocarbon concentrations detected from groundwater samples collected at the <br /> influent end of the treatment system generally declined over the quarter The concentration of <br /> benzene detected in the influent treatment samples was reduced by an average of 70% during <br /> the remediation period <br /> ' Groundwater Treatment <br /> ' Between April 15 and September 19, 2003, the groundwater extraction and treatment system Semis <br /> processed approximately 302,703 gallons of water The total volume of groundwater treated as <br /> of September 30, 2003 is approximately 2,459,704 gallons, and estimated that approximately T ? <br /> ' 5,700 gallons of water was discharged per day during this time Cumulative totals of 5 69 t� )Jc- <br /> pounds (lbs) of benzene and 140 lbs of TPHg are estimated to have been extracted since <br /> groundwater treatment began on April 2, 2002 <br /> A summary of historical analytical results for soil samples is presented in Table 1, historical <br /> analytical results for groundwater are presented in Tables 2 and 3 <br /> 4.0 EXISTING CONDITIONS <br /> ' 4.1 Soil Conditions <br /> ' 41 1 Site Geology <br /> Geologic materials encountered beneath the site during previous drilling activities consisted of <br /> ' clays and silty clays (CL), clayey and sandy silts (ML), elastic silts (MH), silty sands and <br /> silt/sand mixtures (SM), fine to medium-grained poorly-graded sands (SP), and fine to medium- <br /> grained well-graded sands (SW) <br /> ' Soil boring logs indicate that there is a layer of fine-grained material extending from the surface <br /> to depths of 6 to over 35 feet that extends over most of the site area This layer is composed of <br /> lean clay, silty clay, elastic silt, clayey silt, and sandy silt This layer is stratigraphically <br /> underlain by a layer of sandy material beneath most of the site area The sand layer is composed <br /> of silty fine sands, well-graded fine to coarse sands, and poor-graded fine to coarse sands with <br /> ' silt The sand layer ranges in thickness from 4 feet to over 31 feet extending to ground surface at <br /> some locations and is underlain by clays and silts at some locations <br /> is <br /> w 1271411,,port\d,,u,doc 11 <br />
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