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ARCHIVED REPORTS_XR0008321
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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TOM PAINE
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18775
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2900 - Site Mitigation Program
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PR0004367
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ARCHIVED REPORTS_XR0008321
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Entry Properties
Last modified
5/7/2020 4:04:48 PM
Creation date
5/7/2020 3:51:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008321
RECORD_ID
PR0004367
PE
2951
FACILITY_ID
FA0004052
FACILITY_NAME
FARM UGT
STREET_NUMBER
18775
Direction
S
STREET_NAME
TOM PAINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21302030
CURRENT_STATUS
02
SITE_LOCATION
18775 S TOM PAINE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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LSauers
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EHD - Public
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r <br /> r <br /> cross--section C-D. A soil sample was taken at 12 ' using a Glean <br /> r brass tube contained in a properly prepared sample holder. It <br /> was promptly sealed, labeled and refrigerated pending transfer to <br /> the laboratory for analysis. The sample was very moist Sticky <br /> clay; no odor or evidence of contamination was noted. Water <br /> r began entering the hole as augering continued to a depth of <br /> 13'411, where a sandy clay was encountered. After completion of <br /> the boring, a 2" slotted well screen was plated in the hole to <br /> enable a water sample to be obtained. Water was located at about <br /> 11 feet after standing. <br /> Using a steel tape, a spot was measured 20 ' east of Auger Hole <br /> ' "D"; it is identified as Auger Hole "D--311 ; see Plate VII. After <br /> thoroughly steam-cleaning the hand-auger, rod extensions and <br /> sample holder, the boring was advanced to 11 '01, , at which point a <br /> ' soil sample was obtained using the method described above. It <br /> consisted of wet sandy clay; no odors or staining were noted. <br /> The hole was deepened to 11 '6" , and water was noted entering the <br /> ' hole. It was not passible to place a well screen in the hole <br /> because it was too short and could not be easily retrieved. <br /> Since there was no indication that the hole was sloughing or <br /> caving, it was left open pending obtaining a water sample. Plot <br /> 3-E shows the sediments penetrated. <br /> A location was measured 20 feet to the west of Auger Hale "D"; <br /> ' (see Plate VII , ) and after thoroughly steam cleaning all <br /> equipment, Auger Hole "B-2" was advanced with the hand auger to a <br /> depth of 11 '3, where a soil sample was obtained. It consisted of <br /> very wet sandy clay; no odors or discoloration was noted in the <br /> ' sample, but while augering below 10' a slight, fleeting petroleum <br /> odor was noted. After completion of boring, the hole was left to <br /> stabilize for collecting a water sample. <br /> ' The auger2ng equipment was thoroughly steam cleaned , and boring <br /> commenced at a site 27 feet southeast of Auger Hole "A" <br /> and ib <br /> ' feet north of the existing barn; it is identified as Auger Hole <br /> "A-3" , and its ' location in relation to other borings is shown on <br /> Plate VII. Sandy loam was penetrated from surface to 3 feet, <br /> changing to a tars to brown, sticky clay. At a depth of 7 ' a lens <br /> ' of bluish-gray to dark gray sticky, very plastic clay was <br /> encountered, whish had a definite petroleum odor and visable <br /> staining. A sample was placed in a sealed plastic tube and a <br /> r reading of 28-30 ppmv was noted from the cold sample using the <br /> PID meter. A soil sample was taken at that depth by driving a 2" <br /> OD brass tube into the bottom of the hole. It was promptly <br /> ' sealed, labeled as A-3, and preserved an ice. <br /> Auger2ng continued, encountering tan to brown clay which became <br /> 8 <br /> 1 <br />
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