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ARCHIVED REPORTS_XR0003170
Environmental Health - Public
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PR0545307
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ARCHIVED REPORTS_XR0003170
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Last modified
2/11/2020 10:14:28 AM
Creation date
2/11/2020 9:04:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003170
RECORD_ID
PR0545307
PE
3528
FACILITY_ID
FA0000932
FACILITY_NAME
DOMINO'S #8588
STREET_NUMBER
305
Direction
S
STREET_NAME
HUTCHINS
STREET_TYPE
ST
City
LODI
Zip
95240
APN
03319020
CURRENT_STATUS
02
SITE_LOCATION
305 S HUTCHINS ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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A <br /> �r borings EB-4 , EB-5, and EB-6 (at 4 . 1 to 5. 3 ppb) , however, these <br /> ' may be "background" levels virtually unrelated to the fuel <br /> hydrocarbons present. <br /> ' RECOMMENDATIONS <br /> In consideration of the data acquired to date, Uriah proposes <br /> ' to advance five additional soil borings, each to a depth of <br /> 60 feet bgs. The placement of these borings is expected to <br /> complete the definition of the horizontal and vertical extent <br /> of contamination. Three of the borings will be extended to <br /> ' 70 feet bgs and converted to 2-inch diameter groundwater <br /> monitoring wells. Locations of the proposed borings are <br /> presented in Figure 2 . <br />' All soil borings will be advanced using 8--inch outside-diameter <br /> hollow-stem augers. The borings will be continuously logged <br />' using the Unified Soil Classification system and soil samples <br /> will be collected, preserved, transported, and analyzed as <br /> described above (with the exception of lead which may be deleted <br /> from the sampling regimen per DHS/EHD) . Additional soil samples <br />' may be collected at significant changes in lithology exposed <br /> in the three-inch diameter continuous core by driving one of <br /> the 6-inch brass tubes into the core by hand until the tube <br /> is completely filled, and then sealing and handling the sample <br /> tube as described above. <br />' Before sampling and coring, and between sampling and 5-foot <br /> continuous core intervals, the sampler and core barrel will <br /> be thoroughly scrubbed with Alconox solution, rinsed with tap <br /> water, and then rinsed again with distilled water. Augers will <br />' be steam cleaned prior to being brought on site and between <br /> borings. <br />' All borings in which monitoring wells will be installed will <br /> be advanced to a depth of 70 feet, or 10 feet past the deepest <br /> perceptible soil contamination. Wells will be screened from <br /> 70 feet to 50 feet bgs. If continuous coring shows no permeable <br /> beds between 70 and 65 feet bgs, the bottom 4 feet of the boring <br /> well be backfilled with Monterey Sand or neat cement, and the <br /> well will be constructed to a depth of 65 feet bgs, with the <br />' screened interval extending from 65 feet bgs to 45-50 feet bgs, <br /> except in those areas where the screened interval may be extended <br /> to permit the well to be fitted with packers and utilized for <br /> the extraction of hydrocarbon vapors during the remediation <br /> phase of this project. All wells will be 2-inch inside diameter <br /> unless stated otherwise. The annulus between the well casing <br /> and the edge of the boring will be filled with #2/12 Washed <br /> Monterey Sand to a depth of 49 feet bgs, sealed with '--inch <br /> pelletized bentonite hydrated with distilled water from 49 feet <br /> 5. <br />
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