My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WILSON
>
2461
>
3500 - Local Oversight Program
>
PR0545895
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/22/2020 3:17:48 PM
Creation date
7/22/2020 3:14:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545895
PE
3528
FACILITY_ID
FA0005891
FACILITY_NAME
MID VALLEY TRAILER SALES
STREET_NUMBER
2461
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11707052
CURRENT_STATUS
02
SITE_LOCATION
2461 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
54
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
r <br /> 31 January 2000 <br /> �...� AGE-NC Project No. 99-0646 <br /> Page 2 of 4 <br /> 3.1. PROBING AND SAMPLING <br /> On 15 December 1999, four soil probe borings (probings) were advanced at the site using AGE's <br /> Geoprobe 5400 soil probing unit equipped with 1.25-inch diameter probe rods and a 1.5-inch <br /> diameter soil sampling assembly. Probings B1, B2 and B4 were advanced to depths of 30 feet bsg <br /> while probing B3 was advanced to a depth of 22 feet bsg where refusal was encountered. The probe <br /> boring locations are shown on Figure 2. <br /> Soil samples were collected at 5-foot intervals, beginning at a depth of 5 feet bsg, using the <br /> Geoprobe soil sampling assembly loaded with four 1.125-inch by 6-inch brass sleeves. After <br /> collection, the ends of the second brass sleeve were covered with aluminum sheets, capped and <br /> sealed with tape. The sleeves were labeled and placed in a chilled container and selected samples <br /> were transported under chain-of-custody to Alpha Analytical Laboratories, Inc: (AAL) in Ukiah, <br /> �- California,a State of California Department of Health Services(DHS)-certified analytical laboratory. <br /> All probe rods and sampling tools used for sample collection were thoroughly rinsed with clean <br /> water after washing with a solution of Alconox between each sampling run. All probings were <br /> backfilled over their entire depth with portland cement. <br /> 3.2. LOGGING <br /> Soil was extruded from a second brass sleeve and screened for the presence of organic vapor using <br /> an organic vapor meter equipped with a photo-ionization detector (PID: Thermo Environmental <br /> 580A, 10.0 eV, calibrated to isobutylene). The organic vapor readings were then recorded on the <br /> boring logs. The soil was visually described in accordance with the Unified Soil Classification <br /> System and recorded (see Appendix A -Boring Logs). <br /> 3.3. LABORATORY ANALYSIS <br /> Selected soil samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 5030A; and <br /> • Volatile aromatics (benzene, toluene, ethylbenzene and xylenes: BTEX) with methyl tert- <br /> butyl ether(MTBE) in accordance with EPA method 8020 or 8260. <br /> Three soil samples were also analyzed for: <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.