My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001783
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
3535
>
3500 - Local Oversight Program
>
PR0544497
>
ARCHIVED REPORTS XR0001783
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2019 3:33:11 PM
Creation date
5/28/2019 2:53:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001783
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
79
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
i <br /> Site Background Information Cherokee Truck Stop <br /> . AGE-NC Project No 97-0312 <br /> Page 4 of 5 <br /> 13 February 1998 <br /> • June 1999- Soil through borings B 14 B 17 and monitoring well UST-6 were installed at the <br /> g <br /> site and soil and grab water samples were collected The borings were advanced to further <br /> define the hydrocarbon-impacted soil plume, UST-6 was installed to delineate the northern <br /> extent of hydrocarbon-impacted ground water Borings B 14 through B 17 were advanced to <br /> a vertical depth of approximately 100 feet below surface grade (bsg), boring UST-6 was <br /> drilled to a vertical depth of 75 feet bsg TPH-g was detected in samples B14-20 and BI 5-15 <br /> at concentrations of 570 mg/kg and 540 mg/kg, respectively TPH-d was detected in six of <br /> the 24 samples analyzed (B14-20, B14-30, B15-15, B15-20, B17-25 and B17-40) at <br /> concentrations as high as 13,000 mg/kg(B 14-20) Benzene was detected in sample B 14-20 <br /> at a concentration of 4 1 mg/kg Toluene,ethylbenzene and xylenes were detected in samples <br /> B14-20 and B15-15 at concentrations as high as 9 8 mg/kg Other petroleum hydrocarbons <br /> were not detected in the 24 soil samples analyzed MTBE was detected by EPA Method <br /> 8260 in samples B 14-20,B 17-25 and B 17-40 at concentrations of 0 41 mg/kg, 12 mg/kg and <br /> 8 1 mg/kg, respectively Tert-butanol was detected in sample B14-20 at a concentration of <br /> 0 3 mg/kg Other oxygenates were not detected in these three samples or in sample B15-15 <br /> MTBE was detected by EPA Method 8020 in samples B 14-30 and B 17-50 at concentrations <br />' 0 of 0 051 mg/kg and 0 54 mg/kg,respectively Additionally,grab ground water samples were <br /> collected from borings B-14, B-15 and B-17 TPH-g, TPH-d, MTBE and BTEX were <br /> detected in each sample MTBE concentrations ranged from 6 4 µg/l in the sample from B- <br /> 14 to 9,700 pg/l in the sample from B-17 <br /> September 1999-Twelve soil borings were advanced at the site to further define the lateral <br />' and vertical extent of hydrocarbon-impacted soil Borings B 18 through B29 were advanced <br /> to vertical depths between 30 and 70 feet bsg TPH-g was detected in only one sample <br /> (B21-10) at a concentration of 6 7 mg/kg TPH-d was detected in 11 of the 39 samples <br />' analyzed at concentrations as high as 660 mg/kg(B21-10) Benzene was detected in four of <br /> the 39 samples at concentrations as high as 0 057 mg/kg Toluene was detected in sample <br /> B21-10 at a concentration of 0 091 mg/kg Ethylbenzene and xylenes were not detected in <br />' the soil samples analyzed from the September 1999 drilling MTBE was detected in three <br /> of seven soil samples analyzed by EPA Method 8260 at concentrations as high as 2 7 mg/kg <br /> Other oxygenates were not detected <br />' 30 July 2002-Ground water monitoring well UST-1 was destroyed by over-drilling to total <br /> depth Following over-drilling, the boring was backfilled to surface grade with portland <br /> cement in accordance with EHD regulations,the grout mixture was prepared utilizing a ratio <br />' of six gallons water for every 94-pound sack of portland cement <br /> • 06 December 2002-One ground water monitoring well (UST-7)was installed to a depth of <br />' 90 feet bsg, the well screen of UST-7 was recorded as placed between 85 feet and 90 feet <br /> bsg Soil samples were collected at 25 feet bsg and 45 feet bsg The physical properties of <br /> • soil samples MW7A-25 and MW7A-45 were described as a brown silt and a brown clay with <br /> Advanced GeoEnvironmentai,inc <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.