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ARCHIVED REPORTS XR0012566
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Entry Properties
Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
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EHD - Public
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a-.. <br /> ad"' �+ " - <br /> PMM <br /> ' �W, <br /> i <br /> rn � <br /> �� KcEI�FFI []EIt <br /> 5 CONCLUSIONS AND RECOMMENDATIONS <br /> Three monitoring wells were installed, developed and sampled to assess ground water <br /> potentially affected with petroleum hydrocarbons beneath the Nomellini Construction site. <br /> The wells were sampled on February 21, and June 26, 1991. On;the second'date;a product, <br /> layer;approxunately-l,S.feet thick was flowing on the water surfq�c, nWl No product <br /> layer was observed in either of the other two wells,nor was it observed in MW-? +!wring the <br /> first sampling event. Due to presence of the product layer, a water sample was not <br /> collected from MW-1 on June 26, 1991. <br /> Concentrations of gasoline and its components were detected in water samples collected <br /> from MW-1, MW-2 and MW-3. The highest concentrations of gasoline (38,000 ug/1) and <br /> benzene (13,000 ug/1), a toxic constituent of gasoline, were detected in MW-2 on June 26, <br /> 1991, approximately 70 feet north of the tank excavation. The concentrations detected on <br /> the second date had increased significantly,which is consistent with the presence of product <br /> in MW-1. <br /> `lY-w <br /> Depth-to-ground water measured on four dates between February 11 to June 26, 1991, <br /> indicate that ground water beneath the site flows.generally to the east hutfiuctuates from.;,; <br /> east-noriheast•to, cast-southeast; Additionally, the hydraulic gradient fluctuates from 0,36 <br /> ...Y.Ik.+..... .. Vis..i .._...i �_ <... .. <br /> to 1.38 percent. Based on the ground water gradient direction, MW-I,downgradient of the <br /> excavation, should have had the greatest concentrations of petroleum hydrocarbons <br /> detected on February 21, 1991; however, the highest concentrations were detected in MW- <br /> 2, Uttls+:y;line's' showm=1Plaie� ran nb tl±.;of,the-excavation and.;may;haveacted as% <br /> conduits far laterttl m gratron"of A e,"gasoline into that area. -Alternatively, a second <br /> petroleum hydrocarbon source may exist upgradient of MW-2. <br /> The product layer observed on June 26, 1991, appears to be more consistent with the <br /> estimated ground water flow direction for that date, its unexpected appearance may <br /> indicate that a mass of floating product may be present in the area and is migrating based <br /> oti the gradient direction at the time. Tidall fluences from the port and pumping of <br /> domestic and` ndustrtal wells may ben,.€ <br /> uectg,tkground water gradient direction;-a-HA ; <br /> therefore,the',ppsition'at.the product massl <br /> FI8-91.62 1[) <br /> Copyright 1991 Kleinfelder, Inc, <br />
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