My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007754
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WETMORE
>
210
>
3500 - Local Oversight Program
>
PR0545884
>
ARCHIVED REPORTS_XR0007754
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2020 4:41:56 PM
Creation date
7/21/2020 4:33:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007754
RECORD_ID
PR0545884
PE
3528
FACILITY_ID
FA0005481
FACILITY_NAME
MANTECA CORP YARD
STREET_NUMBER
210
Direction
E
STREET_NAME
WETMORE
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21938313
CURRENT_STATUS
02
SITE_LOCATION
210 E WETMORE ST
P_LOCATION
04
P_DISTRICT
005
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
13 June 2001 <br /> AGE-NC Project No 99-0637 <br /> IPage 2 of 7 <br /> 22 LOGGING <br /> Soil was extruded from a second brass sleeve and was screened for the presence of organic vapor <br /> I using an organic vapor meter (OVM) equipped with a photo-ionization detector (PID Thermo <br /> Environmental 580A, 10 0 eV, calibrated to isobutylene), and the OVM readings were recorded on <br /> the boring log The soil was then visually described in accordance with the Unified Soil <br /> IClassification System (see Appendix A) <br /> 23 WELL COMPLETIONS <br /> Pilot borings MW 1 through MW4 were completed as ground water monitoring wells using two-inch <br /> I diameter PVC casing with 0 020-inch slotted screen installed from approximately 10 feet to 30 feet <br /> bsg and with blank casing extended to the surface The filter pack (No 2112 Lonestar sand) was <br /> installed from approximately 8 feet to 30 feet bsg A nominal 3-foot bentonite chip plug was then <br /> installed above the filter pack and hydrated The wells were then grouted to near the surface with <br /> portland cement Water-tight, traffic-rated well boxes were then installed over the wells As-built <br /> • well diagrams are depicted on the boring logs in Appendix A <br /> I24 LABORATORY ANALYSES OF SOIL SAMPLES <br /> Selected soil samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> accordance with EPA Method 5030/8015 Modified and 3550/8015 Modified, <br /> I • Volatile aromatic hydrocarbons- benzene,toluene,ethylbenzene and total xylenes (BTEX) <br /> and methyl tertiary-butyl ether (MTBE) in accordance with EPA Method 8020, and <br /> • Oxygenated compounds - di-isopropyl ether (DIPS), ethyl tertiary-butyl ether (ETBE), <br /> MTBE,tertiary-amyl methyl ether(TAME) and tertiary butanol (TBA) in accordance with <br /> EPA Method 8260 Modified <br /> 2 5 MONITORING WELL DEVELOPMENT <br /> On 10 April 2001, monitoring wells MW 1 through MW4 were developed utilizing a stainless steel <br /> hand bailer and a two-stage submersible pump Groundwater was purged from each monitoring well <br /> until groundwater was visually sediment free,approximately 25 gallons of water were removed from <br /> Advanced GeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.