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ARCHIVED REPORTS_XR0009848
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545688
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ARCHIVED REPORTS_XR0009848
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Last modified
5/21/2020 3:41:26 PM
Creation date
5/21/2020 9:51:45 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009848
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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discussions with the client and Michael Collins of the County <br /> EHD, an addendum to the above workplan was prepared by WJH which <br /> Proposed to place four (4) groundwater monitoring wells on the <br /> Property in an attempt to define the plume and test the ground- <br /> water for possible contamination. A copy of that addendum, dated <br /> April 15, 1993, is included as APPENDIX J <br /> V-0—IM-PERF-Q 'D BIND _WJH W_O , LANL)ENDUM DATES ARIL _15. 1993 <br /> May 24 99 - Osterberg & Stewart Drilling Company mobilized an <br /> auger rig operated by Wally Maggard with Ray Drown, helper. Geo- <br /> logical supervision was provided by Charles H. Fry, Registered <br /> Geologist of Wm. J. Hunter & Associates, (WJH, ) with technical <br /> supported provided by Don Light of Del-Tech. The rig was set up <br /> over the location for �"1 UQRING-WELL_ #4; locations of the wells <br /> had been previously marked by WJH Equipment consisted of 8 1/4' <br /> OD flights, which were thoroughly cleaned prior to arriving on <br /> location. Sufficient flights were available to complete each <br /> well without the necessity of cleaning augers. Coring operations <br /> were to be performed using wireline operated equipment which <br /> allows continuous coring if required; a 30" long, split barrel <br /> • containing up to 5, 6" metal containers could be inserted & <br /> withdrawn from the flights quickly with a wire line without the <br /> necessity of using a hammer to drive the core barrel into the <br /> soil However, this type of equipment does not allow blow counts <br /> to be taken. <br /> After breaking through the asphalt, augers were advanced to 10 ' <br /> at which point the bit insert was pulled out, and a core barrel <br /> containing clean metal tubes was placed in the hole, and a core <br /> was taken from 10 ' to 2' . The barrel was retrieved with the <br /> wireline, and was laid out on a flat surface and opened. <br /> Recovery was 24" of sandy tan clay. A portion of the core was <br /> placed in a plastic bag & tightly sealed. After sitting for <br /> several minutes, the probe of a properly calibrated PTD meter was <br /> inserted into the bag and allowed to stabilize; no movement of <br /> the needle was noted. <br /> After briefly describing the core, the geologist preserved the <br /> middle sample by covering the ends of the tube with foil & <br /> plastic caps, and thoroughly sealing it with duct tape. The <br /> sample was labeled and placed on ice pending transport. The <br /> remaining core material and the drill cuttings were placed in <br /> metal drums for future disposal. Two core barrels were used; <br /> while coring was being done, the other barrel was thoroughly <br /> cleaned with TSP & clean water and filled with clean metal, tubes. <br /> • The blanking plug was reinserted, and auger flights were advanced <br /> 7 <br />
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