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ARCHIVED REPORTS_XR0010788
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0010788
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Last modified
6/12/2020 12:17:19 PM
Creation date
6/12/2020 11:49:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010788
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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1 <br /> 7.0 THORNTON NO. 2 MUNICIPAL SUPPLY WELL - CONSTRUCTION <br /> 1 Well construction information on the Thornton Municipal Supply Well No 2 was obtained from <br /> the California Department of Water Resources The well is located 115 feet north of the former <br /> tank pit and 85 feet from well MW4 The 245 foot well was drilled and constructed in August <br /> 1978 by Henning Bros Drilling Company of Modesto, California The well is completed with 14- <br /> inch diameter steel casing which is perforated from 135 to 150 feet, 160 to 185 feet, and 225 to <br />' 235 feet The well sand pack extends from 0 to 245 feet bgs A sanitary surface seal was <br /> installed which includes a 30-inch conductor casing cemented in place from 0 to 70 feet bgs <br />' The well log indicates the first significant impervious strata was encountered from approximately <br /> 60 to 94 feet bgs during drilling activities On May 17, 1982, a field inspection of the well by the <br /> California Department of Health Services indicated the static groundwater level at the time was <br /> 34 9 feet bgs and when pumping the water table dropped to 77 4 feet bgs, a draw down of 42 5 <br /> feet <br /> 1 <br /> 8.0 DISTRIBUTION OF PETROLEUM HYDROCARBONS <br /> $_1 Soil <br /> The distribution of residual TPHg and benzene in soil beneath the site is generally between 11 and <br /> 30 feet bgs and extends approximately 70 feet from north of the former UST excavation near the <br /> Thornton Municipal Supply Well No 2 compound and associated underground water lines <br /> Benzene was generally detected between 20 and 26 feet bgs in the vicinity of borings SB2, SB4, <br /> SB6 and SB8 and at 11 feet bgs in MW4 The lateral extent of benzene 1n soil is shown on Figure <br /> 4 TPHg was generally detected between ll and 15 feet bgs in the vicinity of SB4, MW3 and <br /> MW4 The lateral extent of THPg in soil is shown on Figure 5 Low concentrations of toluene <br /> ' and xylenes were detected at 5 5 feet bgs in boring MW5 when monitoring well MW5 was <br /> installed in 1991 Soil analytical results are summarized in Table 1 <br /> ' 8$=2 Groundwater <br /> The estimated lateral extents of benzene and TPHg concentrations in groundwater during this <br /> subsurface investigation, utilizing recent quarterly groundwater data are presented on Figures 6 <br /> ' and 7, respectively As indicated on Figures 6 and 7, the dissolved petroleum hydrocarbon plume <br /> extends north of the former UST excavation, and appears to be centered in the vicinity of well <br /> MW4 The lateral extent of the plume has been essentially defined although a data gap is present <br /> to the northwest direction Here the lateral extent of the dissolved petroleum plume has been <br /> inferred based on site analytical data and field observations Based on groundwater analytical <br /> ' data from samples collected from boring SB7, the dissolved petroleum plume in the upper water <br /> bearing zone is at a least 30 feet from the Thornton Municipal Water Supply Well No 2 <br /> Groundwater analytical results are summarized in Table 2 <br /> w 194326\repmu\sumrpt dor. 5 <br /> 1 • <br /> SN�TH <br /> r <br />
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