My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003254
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HOUSTON
>
1740
>
3500 - Local Oversight Program
>
PR0545289
>
ARCHIVED REPORTS_XR0003254
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 9:49:35 AM
Creation date
2/11/2020 8:42:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003254
RECORD_ID
PR0545289
PE
3528
FACILITY_ID
FA0003828
FACILITY_NAME
VAN BUSKIRK GOLF COURSE
STREET_NUMBER
1740
STREET_NAME
HOUSTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
16307036
CURRENT_STATUS
02
SITE_LOCATION
1740 HOUSTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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
14.September 199$ <br /> AGE-NC Project No. 98-046$ <br /> Page 3 of 10 <br /> round water'sam le w water <br /> as collected from the excavation. Laboratory anal sis•of the round <br /> g P rY Y g <br /> sample, detected elevated levels of benzene (1,000 ppb), toluene (2,000 ppb), ethylbenzene <br /> (800 ppb), total xylenes (6,400 ppb); and TPH-g (17,000 ppb). <br /> In.August 1995,additional petroleum hydrocarbon impacted soil'was .xcavatc 'and removed from <br /> _the'former diesel UST location and soil samples collected for analysis. aboratory analysis of the <br /> soil samples collected from the four'sidewalls of the excavation detected benzene (5.9 ppm),toluene <br /> (46 ppm),ethylbenzene(23 ppm),total xylene(150 ppm),TPH-g(3,800 ppm),and TPH-d(45 ppm). <br /> The majority of the reported;detections of petroleum hydrocarbon compounds were from the east and <br /> west sidewalls of the excavation. Subsequently, the City of Stockton backfilled and compacted the <br /> excavation. <br /> Site Characterization ' <br /> in,1996,The Twining Laboratories, Inc. conducted a site investigation to assess the lateral extent of <br /> petroleum hydrocarbon impacts,to soil and ground water at the site. The site characterization <br /> • activities consisted of the advancement of seven soil probes (SB-1 through SB-7) and the collection <br /> of soil and in-situ ground water samples for laboratory-analysis (Figure 2). <br /> Laboratory analysis of soil samples detected BTEX, TPH-d, TPH-g and methyl_tertiary-butyl ether <br /> -(MTBE) for samples -collected from soil probe baring/'SB-5�-.,)If addition, relatively"16w' <br /> concentrations of <br /> petro <br /> hydrocarbon <br /> P <br /> s <br /> ban compounds were detected for soil samples collected from <br /> P P <br /> SB-4 and SB-7., The analytical results of ground water samples collected from the soil probe borings <br /> suggested that ground water has been extensively impacted by BTEX, TPH-d, TPH-g and MTBE. <br /> The greatest petroleum hydrocarbon impacts to ground water were reported for soil probe-boring <br /> locations SB-5 and SB-7 located north of the former diesel UST location.'Laboratory analysis of <br /> ground,water samples collected from soil probe SB=5 detected benzene (6,500 ppb),,toluene <br /> :(35,000 ppb), ethylbenzene (4,500 ppb), total xylenes (25,000.ppb), TPH-d (320,000 ppb), TPH-g <br /> (93,000 ppb), and MTBE (560 ppb). <br /> 2:3. SITE HYDROGEOLOGIC CONDITIONS <br /> According,to information presented in The Twining Laboratory's Site Characterization report <br /> (Twining,.1997),the depth.to groundwater has been observed to.fluctuate from approximately 7 to <br /> 14 feet bsg at the site. Ground water flow direction was reported to be toward the north. <br /> Advanced GeoEnviron mental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.