My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CLIFTON COURT
>
16500
>
3500 - Local Oversight Program
>
PR0544564
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2019 12:04:47 PM
Creation date
6/14/2019 11:26:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544564
PE
3528
FACILITY_ID
FA0005646
FACILITY_NAME
SARALE FARMS INC
STREET_NUMBER
16500
Direction
W
STREET_NAME
CLIFTON COURT
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
18904011
CURRENT_STATUS
02
SITE_LOCATION
16500 W CLIFTON COURT RD
P_LOCATION
99
P_DISTRICT
003
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.
/
163
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
�• Site Background Information: Sarale Farms <br /> Page 2of5 <br /> LW <br /> The UAR was issued after laboratory analysis of soil samples collected during the UST and piping <br /> removal detected the volatile aromatic compounds benzene, toluene, ethylbenzene, and total xylenes <br /> r. (BTEX) at concentrations as high as 0.026 milligrams per kilogram (mg/kg), 0.007 mg/kg, <br /> 0.009 mg/kg, and 0.01 mg/kg, respectively. Total petroleum hydrocarbons quantified as gasoline <br /> (TPH-g) and BTEX were detected at concentrations as high as 8.3 mg/kg and 15.9 mg/kg <br /> W (ethylbenzene), respectively, in soil samples collected from below the product piping (approximately <br /> 4 feet below surface grade {bsg)).Analytical results of the UST removal soil samples are provided <br /> in Table I of this appendix. <br /> SITE ASSESSMENT ACTIVITIES <br /> On 02 May 2002, three soil probe borings (P1, P2, and P3)were advanced at the site as part of the <br /> assessment related to the former UST removal. <br /> Based upon data collected on 02 May 2002, AGE concluded the following: <br /> `Ma Generally, dark gray to black, moist to saturated silty organic clay and organic clay were <br /> encountered from surface grade to approximately 5 feet bsg. Dark gray, saturated silty clay, <br /> t.0 <br /> sandy silt, and silty sand were encountered at 10 feet bsg. <br /> • TPH-g and BTEX compounds were detected in the three analyzed soil samples at <br /> concentrations as high as 2,800 mg/kg(TPH-g), 24 mg/kg(benzene), 120 mg/kg(toluene), <br /> UP 51 mg/kg(ethylbenzene), and 290 mg/kg(xylenes)in sample P2-5. Fuel additives were not <br /> detected at or above laboratory reporting limits in the three analyzed soil samples. <br /> ,r0 TPH-g, BTEX compounds, and MTBE were detected in each of the grab ground water <br /> samples. The highest concentrations of target analytes were detected in the grab ground <br /> water sample collected from probe boring P2, located clear the former UST piping. <br /> La <br /> Analytical results of soil and grab ground water samples are provided in Table 2 of this appendix. <br /> On 27 May 2003, four ground water monitoring wells(MW-I through MW-4)were installed. The <br /> wells were developed on 09 June 2003 and surveyed on 24 June 2003. Well MW-3 was established <br /> L. approximately 20 feet northeast of the former UST location (Figure 2). Wells MW-1, MW-2, and <br /> MW-4 were established around the western portion of the former fuel piping, where the highest <br /> concentrations of petroleum hydrocarbons were detected in the soil. <br /> Based upon data collected on 27 May 2003, AGE concluded the following: <br /> L In general, the site stratigraphy consisted of dark gray to black, moist to saturated silty <br /> organic clay, organic clay, and clayey silt from surface grade to approximately 15 feet bsg. <br /> L.. <br /> Advanced GeoEnAronmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.