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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
Tags
EHD - Public
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damp plastic clay; no evidence of water was noted. Because of <br /> ' the extreme plasticity of the clays, 1t was not possible to <br /> obtain a soil sample by driving a brass tube into the bottom of <br /> the hole. A new, properly cleaned 2" diameter brass tube was <br /> filled with soil from the fins of the auger flxght. The sample <br /> ' was promptly sealed, labeled, and placed on ice for preservation. <br /> Another sample from the auger teeth was placed in a plastic tube, <br /> sealed, and warmed in the sun. The probe of the PID meter was <br /> ' inserted into the tube and gave a reading of 2ppmv. A sample was <br /> also crushed, placed in water and allowed to warm for several <br /> minutes. Visual inspection did not reveal any color on the water <br /> surface or evidence of free product. Refer to Plot 2A and Plate <br /> KI for more details. <br /> While Auger "A" was being advanced with the rotary hammer, Mr. <br /> ' Ramero began work at Auger "B" , located 50 ' due south of Trench <br /> #3; refer to Plate VII for details. Using the 3 1/4" hand auger, <br /> the boring was advanced to a depth of 9 '411. The soils consisted <br /> ' primarily of sandy clay loam, with sandy clay at the bottom. <br /> Moisture was noted at about 8' , and the soils became very wet <br /> below 8'8% Because of the moisture, it was not possible to <br /> obtain a soil sample from the bottom of the boring. A 14 ' length <br /> of slotted 2" FVC was set on bottom to enable obtaining a water <br /> sample after the hole had stabilized_ No odors or evidence of <br /> contamination were noted. <br /> After completion of Auger "A" , the truck mounted power hammer <br /> equipment was relocated immediately adjacent to Auger "B". This <br /> ' boring was labeled B ' , but is not shown on Plate VII. After <br /> thorough steamcleaning of all equipment, a 2" auger-hole was <br /> advanced to approximately 7 '6". Two attempts were made to obtain <br /> a 5011 sample by driving a soil sample catcher containing a 2" <br /> brass tube into the bottom of the hole. However, due to the <br /> extreme plasticity of the clays, which swelled when penetrated, <br /> the sample was sucked out of the tube when withdrawn. <br /> The hand-auger was then thoroughly steam-cleaned and used to <br /> enlarge the boring. A clean brass tube was then inserted into <br /> the sample holder , (which had been thoroughly cleaned, ) and <br /> ' driven into the bottom of the boring. A sample was obtained in <br /> this manner at a depth of 7'611; it consisted of sticky, damp, <br /> bluish-gray to tan sandy clay. There was no evidence of <br /> ' contamination noted. The brass tube was promptly sealed, <br /> labeled, and placed on ice for preservation pending transfer to <br /> the laboratory. Refer to Plots 2B & 2C for more information. <br /> ' After completion of Auger "B ' " , all equipment was again steam <br /> cleaned prior to further use. <br /> 5 <br /> 1 <br />
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