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ARCHIVED REPORTS_XR0008140
Environmental Health - Public
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ARCHIVED REPORTS_XR0008140
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Last modified
6/18/2020 12:31:50 PM
Creation date
6/18/2020 12:11:26 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008140
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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DAMES & MOORE r13 , Fr ! }\-1 l,tii'ffl'14iT♦fG+H <br /> Letter Report <br /> Page three <br /> DISCUSSION OF RESULTS <br /> No detectable levels of diesel or gasoline or constituents of <br /> these fuel products have been detected in groundwater samples <br /> collected hydraulically upgradient or directly downgradient from <br /> the diesel spill area. Although two of the existing monitoring <br /> wells were unable to be sampled during this investigation, the <br /> absence of fuel contaminants in downgradient well MW-2 , along with <br /> the results of previous groundwater sampling performed at all <br /> existing monitoring wells support the conclusion that the diesel <br /> fuel present in soils in the vicinity of the maintenance shop have <br /> not impacted groundwater quality. <br /> The observation that monitoring wells MW-1 and MW-2 were dry <br /> indicates a continued decline in the elevation of the water table <br /> underlying the site. Groundwater level measurements taken over <br /> the course of this investigation show this decline and are <br /> presented below. <br /> DEPTH TO WATER (ft. ) <br /> WELL I .D. 7/24/87 9/10/87 6/13/88 1/31/89 <br /> MW-1 34 . 24 36. 70 42. 95 dry <br /> MW-2 34 .80 37. 28 43 . 66 48.95 <br /> MW-3 35. 28 37. 70 44. 13 dry <br /> Note: All-water levels are expressed in feet below-top of PVC <br /> casing <br /> r <br /> Dames & Moore is of the opinion that sampling of the on-site <br /> inactive production well is not necessary based on the following: <br /> o Sampling and analysis results from monitoring wells located <br /> P 9 <br /> directly downgradient from the diesel spill area show no <br /> detectable levels of fuel products; <br /> o The production well is located over 1000 feet cross gradient <br /> from the diesel spill area; and <br /> c The production well is inactive, and therefore is not <br /> expected to influence groundwater flow. <br /> I <br />
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