My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AIRPORT
>
30836
>
3500 - Local Oversight Program
>
PR0543385
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/24/2018 7:17:16 PM
Creation date
10/24/2018 2:17:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0543385
PE
3528
FACILITY_ID
FA0002988
FACILITY_NAME
JIMMYS ONE STOP
STREET_NUMBER
30836
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
TRACY
Zip
95376
APN
24116002
CURRENT_STATUS
02
SITE_LOCATION
30836 S AIRPORT WAY
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
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.
/
82
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
30 April 1997 <br /> AGE-NC Project No. 96-0209 <br /> Page 3 of 5 <br /> 3.0. SOIL PROBE BORING INVESTIGATION PROCEDURES <br /> 3.1. PROBING AND SAMPLING <br /> _ Six soil probe borings were advanced on 12 November 1996. figure 2 depicts the locations of the <br /> probe borings, PI throutah 116.The probe borings were advanced using AGE's van-mounted <br /> Geoprobe 5400 soil probing, machine. <br /> Probe borings Pl, P2 and 115 were advanced to a depth of 25 feet, while P; and P4 we_e advanced <br /> to 20 feet bsg. Probe boring P6 was advanced under the noilhwestern end of an existlug l.uilding on <br /> the site at an angle of 25 degrees from vertical to a lineal depth of 25 feet. Discrete soil saunpics were <br /> collected in each probe boring at 5-foot intervals be`inning at a depth of 5 f ect bscy; samples here <br /> cnllccted 11sina a 1.375-inch diameter, tvvo-foot long, piston type sampler loadcd with twir Pr - <br /> clearied 6-inch brass sleeves. The sampling equipment was washed in an Alconox solution and rinsed <br /> with hater prior to each sampling run to minimize cross-contamination. <br /> Upon sample retrieval,both ends ofthe second brass sle.evc,,vcre covered with Teflon sheets. capped <br /> and scaled with tape. Samples were then placed in a chilled container and transported under ch,1ii1-of- <br /> _ custody to McCampbell Analytical, Inc. (MAI) in Pacheco, California. <br /> -- 3.2. SOIL LOGGING <br /> Soil was extruded from the remaining brass sleeves and screened for the presence of organic vapor <br /> ttsin`a a photo-ionization detector (PID: Thermo Environmental 580A, 10.0 eV, calibrated to <br /> isobutylenc). and the readings were recorded on the Boring Logs (Appcttdix A). The soil leas <br /> described in accordance with the Unified Soil Classification Svstem. <br /> 3.3_ GRAB GROUND NATER SAMPLE COLLECTION <br /> Grab ground water samples were collected from probe borings P l and P2 using a Gcoprobe .vatir <br /> sampling assembly. Probe rods were extended into around water. then pulled back to expose a%vatcr <br /> sampler screen interval. Ground water was allowed to enter the sampler, and samples were retricvL'rl <br /> rising a modified PVC tubing bailer. <br /> After sample retrieval, the sampler-,vas disassembled and decontaminated between each samplinc; <br /> event. New PVC tubing was used for each sample. Samples were collected in 40-ml EPA vil,rls <br /> containing hydrochloric acid for sample preservation. The s-,unples were placed in a chilled container <br /> and transported under chain-of-custody to MAI for analysis. <br />
The URL can be used to link to this page
Your browser does not support the video tag.