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TILLIE LEWIS
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2900 - Site Mitigation Program
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PR0505636
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/8/2020 9:45:15 AM
Creation date
5/8/2020 9:28:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505636
PE
2953
FACILITY_ID
FA0006912
FACILITY_NAME
AMERICAN DOOR MFG
STREET_NUMBER
1488
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95337
APN
16336004
CURRENT_STATUS
02
SITE_LOCATION
1488 TILLIE LEWIS DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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DISCUSSION OF WORK DONE: <br /> On April 20, 1995, after approval of the workplan prepared by Mr. <br /> Neto of American Door Manufacturing, Charles Fry, RG from Wm. J. <br /> Hunter & Associates, arrived on location at 0930 & discussed the <br /> work with Mr. Randy Neto of American Door, and Richarf Thorpe of <br /> Jim Thorpe Oil Inc . Linda Turkatte, Sr. REHS of the San Joaquin <br /> County PHS, EHD, arrived at 0945 hours to witness the work. <br /> Using a pneumatic hammer attached to a backhoe Mr. Thorpe broke <br /> up and removed the 113" thick concrete slab. The concrete <br /> covered an area of 4 ' 7" x 91 , and was 315" below the floor of the <br /> building. After removal of the concrete, the backhoe excavated <br /> the pit area to a depth of 1116" below the building floor. It <br /> appeared that the material removed was fill consisting of gray, <br /> silty, slightly clayey sand; it was moist on top and became wet <br /> toward the bottom. It gave off a sewage-type smell, and had a <br /> slightly slick feel . The sides of the excavation consisted of <br /> native reddish-brown, slightly silty clay. The clay was dry to <br /> slightly moist, and had no odor or visible evidence of any <br /> contamination. PLATE VI gives details of that excavation. <br /> • The backhoe was unable to excavate below 1116" due to an <br /> extremely hard, dense layer of unknown substance - probably <br /> caliche or "hardpan" which is common in the area. Mr. Neto of <br /> American Door stated that the depth of the excavated area was <br /> approximately 2 feet below the bottom of the removed hydraulic <br /> fluid storage tank, previously removed. Water was noted seeping <br /> slowly into the bottom of the hole. <br /> At the direction of Linda Turkatte, Sr. REHS from the San Joaquin <br /> County Public Health Service, soil sample P-1 was taken with the <br /> backhoe bucket in the center of the north sidewall just above the <br /> base of the excavation. The geologist pushed a clean, 6" x 2" <br /> brass tube into the material contained in the bucket, promptly <br /> covered the ends of the tube with teflon tape and plastic caps, <br /> thoroughly sealed the ends with duct tape, properly labeled, and <br /> placed the sample on ice in a sealed chest for preservation <br /> pending transport to a laboratory for analysis . The location of <br /> that sample and other pertinent details are shown on PLATE VI . <br /> Another soil sample, SP-2 , was collected from the spoil pile by <br /> driving another clean brass tube into the material, covering the <br /> ends with teflon tape and plastic caps, and sealing with duct <br /> tape. The tube was labeled and placed on ice with sample P-1 . <br /> The samples were transported by Mr. Fry under chain of custody to <br /> • FGL Environmental laboratory. instructions were given to analyze <br /> 3 <br />
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