My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
5279
>
2900 - Site Mitigation Program
>
PR0515087
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2019 4:50:10 PM
Creation date
5/28/2019 4:45:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0515087
PE
2950
FACILITY_ID
FA0012040
FACILITY_NAME
MORENO TRUST
STREET_NUMBER
5279
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08705305
CURRENT_STATUS
01
SITE_LOCATION
5279 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
004
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.
/
26
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
' 6 July 1999 <br /> AGE-NC Project No. 99-0616 <br /> ' Page 3 of 5 <br /> 3.2. SOIL PROBE BORING AND HOLLOW-STEM AUGER BORING <br /> ' On 15 June 1999,one soil probe boring(B-1)was advanced to a depth of approximately 10 feet bsg. <br /> Advancement of the soil probe boring was accomplished utilizing a van-mounted Geoprobe 5400 <br /> equipped with 1.125-inch diameter probe rods and an attached 2.125-inch diameter soil sampler, <br /> using"direct push"technology. <br /> On 18 June 1999, Boring B-2 was advanced using a truck-mounted drilling rig. Boring B-2 was <br /> ' located one foot north of B-1, within the former UST area and was advanced to a depth of 30 feet <br /> bsg. Boring locations are depicted on Figure 2. <br /> ' 3.3. SOIL SAMPLE COLLECTION <br /> ' Discrete soil samples were collected at five-foot intervals beginning at approximately 5 feet bsg. <br /> The Geoprobe soil sampling assembly was loaded with pre-cleaned 1.125-inch by 6-inch brass <br /> ' sleeves. The truck-mounted drilling rig utilized a California modified split-spoon sampler loaded <br /> with 2 by 6-inch brass sleeves to sample soil. Soil samples were preserved by covering both ends <br /> of selected brass sleeves with Teflon sheets,capping, and sealing with tape. Each sample sleeve was <br /> ' labeled with soil boring location, depth, time, date and sampler's initials. <br /> The samples were logged on a chain-of-custody form, stored in a chilled container and transported <br /> ' to a California Department of Health Services (DHS)-certified laboratory for analysis. The samples <br /> were analyzed by the following methods: <br /> ' • EPA Method 5030/8015m for total petroleum hydrocarbons quantified as gasoline(TPH-g), <br /> • EPA Method 8020 for volatile aromatics(benzene,toluene, ethylbenzene, and total xylenes; <br /> ' BTEX), <br /> • EPA Method 8260 for methyl t-butyl ether(MTBE), ethyl-t-butyl ether, (ETBE),t-butanol <br /> ' (TBA), tert-amyl methyl ether(TAME) and dilsopropyl ether(DIPE). <br /> ' 3.4. LOGGING <br /> ' During boring activities, sample duplicates were monitored for the presence of organic vapor using <br /> an organic vapor meter (OVM) and the readings were recorded on the boring logs. Soil sample <br /> ' Advanced GeoEnvironmental, Inc. <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.