My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0010195
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SEVENTH
>
15615
>
3500 - Local Oversight Program
>
PR0545683
>
ARCHIVED REPORTS_XR0010195
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/20/2020 4:17:18 PM
Creation date
5/20/2020 3:50:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010195
RECORD_ID
PR0545683
PE
3528
FACILITY_ID
FA0005408
FACILITY_NAME
LANGSTON ARCO*
STREET_NUMBER
15615
Direction
E
STREET_NAME
SEVENTH
STREET_TYPE
ST
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
15615 E SEVENTH ST
P_LOCATION
07
P_DISTRICT
003
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.
/
25
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 November 2000 <br /> ` AGE-NC Project No. 99-0657 <br /> Page 2 of 4 <br /> For each sample,both ends of the leading or other selected sleeve were covered with Teflon sheets, <br /> capped and sealed with tape.The samples were labeled,stored on ice and transported under chain-of- <br /> custody to McCampbelI Analytical laboratories, Inc. (MAL), a State of California Department of <br /> Health Services (DHS)-certified analytical laboratory. <br /> 2.2. LOGGING <br /> i6. <br /> Soil was extruded from a second brass sleeve or from the unpreserved portions of the soil in the core <br /> barrel samples and were screened for the presence of organic vapor using an organic vapor meter <br /> �. (OVM) equipped with a photo-ionization detector (PID: Thermo Environmental 580A, 10.0 eV, <br /> calibrated to isobutylene),and the OVM readings were recorded on the boring log.The soil was then <br /> visually described in accordance with the Unified Soil Classification System (see Appendix A). <br /> 2.3. WELL AND BORING COMPLETION <br /> Borings MW-5 through MW-8 were completed as ground water monitoring wells using two-inch <br /> .��-- diameter PVC casing with 0.020-inch slotted screen installed from approximately 30 feet to 10 feet <br /> bsg and with blank casing extended to the surface(boring MW-5 was backfilled from 35 to 30 feet <br /> with PEL-plug bentonite). The filter pack (No. 3112 Lonestar sand) was installed from 30 feet to <br /> +- approximately 8 feet bsg. A nominal 2-foot bentonite pellet plug was then installed above the filter <br /> pack and hydrated. The wells were then grouted from 6 feet to 0.5 feet bsg with portland cement. <br /> Water-tight, traffic-rated well boxes were then installed over the wells (a ground water monitoring <br /> 'r well design is shown in Figure 4). <br /> 2.4. LABORATORY ANALYSES OF SOIL SAMPLES <br /> Selected soil samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> LN Method 8015 Modified; <br /> • Volatile aromatic hydrocarbons: benzene, toluene, ethylbenzene and total xylenes (BTEX) <br /> in accordance with EPA Method 8020; and <br /> • Oxygenated compounds:di-isopropyl ether(DIPE),ethyl tertiary-butyl ether(ETBE),methyl <br /> tertiary-butyl ether(MTBE),tertiary-amyl methyl ether(TAME)and tertiary butanol(TBA) <br /> in accordance with 8260-Modified, respectively. <br /> r <br /> ar <br /> Advanced GeoEnviroamental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.