My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CALIFORNIA
>
602
>
3500 - Local Oversight Program
>
PR0544148
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/14/2019 6:16:53 PM
Creation date
2/14/2019 2:56:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544148
PE
3526
FACILITY_ID
FA0005937
FACILITY_NAME
NEAL STALLWORTH AUTO DETAIL
STREET_NUMBER
602
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916509
CURRENT_STATUS
02
SITE_LOCATION
602 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
403
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
4 <br /> Site Background Information: Stallworth Auto Sales <br /> Page 6 of 9 <br /> On 31 January 2006, soil probe borings P-521 - 1 , P-521 -2 and P-521 -3 were advanced off-site at 521 <br /> East Oak Street, the dirtparking areato 537 East Oak Street, utilizing avan-mounted Geoprobe 5400 <br /> direct-push probing unit. All borings were advanced to 44 feet bsg, and a grab groundwater sample <br /> was collected at total depth of each boring. Ground water was encountered at approximately 42 feet <br /> bsg and stabilized at approximately 37 feet bsg in each soil boring. <br /> No analytes of concern were detected in the grab ground water samples collected from CPT-5 and <br /> probe borings P-521 - 1 , P-521 -2 and P-521 -3 . <br /> On 18, 19 and 20 Apri12007, two additional groundwater monitoring wells (MW-7 andMW-8) and <br /> four vapor extraction wells (V W- 1 through V W-4) were installed at the site. Pilot borings V W 1 and <br /> VW3 were completed as vapor extraction wells with slotted screen installed from approximately <br /> 20 to 30 feet bsg; pilot borings VW2 and VW4 were completed as vapor extraction wells with <br /> slotted screen installed from approximately 10 to 20 feet bsg; pilot boring MW7 was completed as <br /> a ground water monitoring well with slotted screen installed from approximately 60 to 70 feet bsg; <br /> and pilot boringMW8 was completed as a ground water monitoring well with slotted screen installed <br /> from approximately 59 to 69 feet bsg. <br /> • <br /> A total of fifteen soil samples collected frompilot soilborings VWl through VW4 and MW7 <br /> were analyzed; constituents of concern were detected in eight of the soil samples analyzed. <br /> • TPH-g was detected in three soil samples collected from V W l ( 20 feet, 25 feet and 30 feet), <br /> three soil samples collected from VW3 ( 20 feet, 25 feet and 30 feet), and two soil samples <br /> from MW7 (60 feet and 70 feet); concentrations ranged from 1 . 1 mg/kg (MW7-70) to 6,800 <br /> mg/kg (VW3-20). <br /> • BTEX constituents were detected in three soil samples collected from V W 1 ( 20 feet, 25 feet <br /> and 30 feet), three soil samples collected from VW3 ( 20 feet, 25 feet and 30 feet), and one <br /> soil sample from MW7 (70 feet); maximum concentrations were 0. 024 mg/kg benzene <br /> (MW7-70), 270 mg/kg toluene (VW1 -30), 220 mg/kg ethylbenzene (VW1 -20), and 950 <br /> mg/kg xylenes (VW3 -20). <br /> On 17 July2007, an 8-hour pilot test was conducted using lower vadose-screened vaporwell V W- 1 , <br /> screened from 20 feet to 30 feet bsg, as the extraction well. On 18 July 2007, an 8-hour pilot test <br /> was conducted using upper vadose-screened vapor well VW-2, screened from 10 feet to 20 feet bsg, <br /> as the extraction well. Based upon a vacuum of 0. 1 inches ofwater, the projected radius of influence <br /> (ROI) of lower and upper vadose SVE at the site will be approximately 24 feet. TPH-g was detected <br /> at a maximum concentration of 90,000 gg/l in vapor during the lower vadose SVE pilot test. <br /> Advanced GeoEnvironnnental, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.