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ARCHIVED REPORTS_XR0011430
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545177
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ARCHIVED REPORTS_XR0011430
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Last modified
1/13/2020 5:30:54 PM
Creation date
1/13/2020 4:16:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011430
RECORD_ID
PR0545177
PE
3528
FACILITY_ID
FA0002123
FACILITY_NAME
GREWALS GAS & LIQUOR*
STREET_NUMBER
4100
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
14333046
CURRENT_STATUS
02
SITE_LOCATION
4100 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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17 July 2002 <br /> AGE-NC Project No. 97-0327 <br /> Page 3 of 10 <br /> ' 2.3. SAMPLE LOGGING <br /> During drilling activities, soil sample duplicates were monitored for the presence of organic vapor <br /> using an organic vapor meter equipped with a photo-ionization detector (PID: Thermo <br /> ' Environmental 580A, 10.0 eV, calibrated to 1sobutylene) and were visually described on boring logs <br /> in accordance with the Unified Soil Classification System (USCS). Boring logs from P-10, P-11, <br /> ' P-12 and MW-4 are included as Appendix A. <br /> ' 2.4. GRAB GROUND WATER SAMPLE COLLECTION <br /> Grab ground water samples were collected from soil borings P-10 and P-11 using new, clean, <br /> ' disposable plastic bailers. The augers were advanced to total depth, then pulled out approximately <br /> 5 feet to allow water to enter the boring. The bailer was lowered into the boring through the augers <br /> and allowed to fill with water. Samples were transferred into three 40-m1 EPA-approved VOA vials <br /> ' containing 0.5 ml 18%hydrochloric acid as a sample preservative and into one 1-liter amber bottle <br /> without sample preservative. Ground water sample containers were labeled with soil boring <br /> . designation, date,time, and samplers initials. <br /> 4 ' <br /> A grab groundwater sample le was collected from P-12 utilizing hydro-punch technology. A Geoprobe <br /> p <br /> water sampling assembly was advanced to a depth approximately four feet below the water table <br /> utilizing hollow steel rods. The hollow steel rods were then retracted upward approximately four <br /> feet,thereby exposing a PVC screen to ground water. A bailer fitting was then placed on the end of <br /> 3/a-inch diameter polyethylene tubing, inserted through the rod assembly into the exposed screen, <br /> ' through which water was manually pumped. Sufficient sample was collected from borings P-12 to <br /> fill three 40-m1 EPA-approved VOA vials containing 0.5 ml 18% hydrochloric acid as a sample <br /> preservative and one 1-liter amber bottle without sample preservative. Ground water sample <br /> containers were labeled with probe boring designation, date, time, and samplers initials. <br /> Each preserved sample was logged on a chain-of-custody form, placed in a chilled container and <br /> ' transported to a DHS-certified laboratory for analysis for: <br /> • TPH-g and TPH-d by EPA Method 5030/8015M and LUFT/EPA Method 801513; <br /> 1 <br /> • BTEX with MTBE by EPA Method 8020; and <br /> • <br /> Methanol;ethanol, 1,2-DCA,-EDB,-TBA,DIPE, ETBE,TAME and MTBE by EPA.Metho_d <br /> 8260 Modified. <br /> ' Advanced GeoEnvironmental,Inc. <br /> 1 <br />
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