My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LINCOLN
>
1465
>
3500 - Local Oversight Program
>
PR0545382
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2020 4:16:32 PM
Creation date
3/4/2020 4:03:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545382
PE
3528
FACILITY_ID
FA0003925
FACILITY_NAME
COS MUNICIPAL SERVICE CTR
STREET_NUMBER
1465
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206-1941
APN
16504015
CURRENT_STATUS
02
SITE_LOCATION
1465 S LINCOLN ST
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.
/
75
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
06 March 2002 <br /> AGE-NC Project No. 99-0641 <br /> Page 3 of 6 <br /> 3.0. PROCEDURES <br /> On 04 February 2002, one soil boring was advanced at the site as part of the assessment related to <br /> the former waste oil UST system. The field work was conducted as outlined in the AGE-prepared <br /> Ground Water Investigation Work Plan, dated 03 August 2001. <br /> 3.1. DRILLING <br /> Soil probe boring SB-1 was advanced utilizing a van-mounted Geoprobe 5400 equipped with <br /> 1.125-inch diameter probe rods with an attached 2.15-inch diameter soil sampler,using"direct push" <br /> technology. The probe boring was advanced vertically to a maximum depth of 30 feet bsg. <br /> 3.2. SOIL SAMPLING <br /> Discrete soil samples were collected at 5-foot intervals, beginning at 10 feet bsg in boring SB-1 <br /> using a Geoprobe two-foot soil sampling assembly loaded with four pre-cleaned 1.125-inch by <br /> 6-inch brass sleeves. Soil samples were preserved by covering both ends of a selected brass sleeve <br /> with Teflon sheets, capping, and sealing with tape. Each sample sleeve was labeled with soil probe <br /> boring location, depth, time, date and sampler's initials. <br /> ' Two soil samples collected from boring SB-1 were logged on a chain-of-custody form, placed in a <br /> chilled container and transported to McCampbell Analytical, Inc. (MAI), a State of California <br /> Department of Health Services (DHS)-certified laboratory. <br /> 3.3. SOIL ANALYSES <br /> The soil samples were analyzed for volatile organic compounds including BTEX in accordance with <br /> EPA Method 8260M. <br /> 3.4. SOIL LOGGING <br /> During drilling, soil sample duplicates were monitored for the presence of organic vapor using an <br /> organic vapor meter equipped with a photo-ionization detector(PID: Thermo Environmental 580A, <br /> 10.0 eV, calibrated to isobutylene) and were visually described on boring logs in accordance with <br /> the Unified Soil Classification System (USCS). The boring log is included as Appendix A. <br /> Advanced GeOEnvironmentul,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.