My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005601
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
1985
>
2900 - Site Mitigation Program
>
PR0543949
>
ARCHIVED REPORTS_XR0005601
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/27/2020 5:59:04 PM
Creation date
7/27/2020 4:29:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005601
RECORD_ID
PR0543949
PE
2960
FACILITY_ID
FA0024995
FACILITY_NAME
TED PETERS TRUCKING COMPANY
STREET_NUMBER
1985
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
20014019
CURRENT_STATUS
01
SITE_LOCATION
1985 W YOSEMITE AVE
P_LOCATION
04
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.
/
41
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
GeoloZaf7echmcs Inc Page 4 <br /> Soil &Groundwater Investigation Report <br /> ' Ted Peters -AST <br /> Project No 701 2 <br /> April 20, 2001 <br /> ' 2.2.1 Groundwater Monitoring Sampling Procedure <br /> The groundwater in the new wells was sampled no sooner than 24 hours after well <br /> development The following was the procedure for the sampling of groundwater from the <br /> ' well <br /> Before sampling was attempted the well was sounded for depth to water The wells were <br /> then purged of at least 3 well volumes of stagnant water using a centrifugal pump Purging <br /> continued until the temperature, conductivity, and pH of the groundwater has stabilized <br /> (<10% variation between three readings) indicating that formation water representative of <br /> aquifer conditions was entering the well These water quality parameters were measured at <br /> intervals of each well volume purged <br /> A stainless steel bailer was used to collect a sample from each well Care was taken to <br /> ' minimize sample agitation from the initial filling of the bailer to the transfer of the sample <br /> to the VOA vial and glass amber liter bottles Once the sample container was filled and <br /> capped, the bottle was then inverted, tapped, and checked for headspace bubbles The j <br /> sample container was then identified and labeled with a unique designation, inserted into <br /> foam holders and placed in an ice chest cooled to 4°C for transport to the laboratory <br /> All non-disposable sampling equipment was decontaminated using a steam cleaner before <br /> and between uses Disposable gloves were used by the technician to collect all samples and <br /> were changed after each sample was collected <br /> ' A chain of custody document, listing all samples collected, accompanied the samples from <br /> field to laboratory, thereby providing a means to track their movement and insure their <br /> integrity <br /> All water purged from each monitoring well was placed in a 55 gallon DOT approved <br /> contamei, properly labeled and stored on site <br /> ' 2.2.2 Groundwater Sample Analyses <br /> One groundwater sample from each well was submitted to Sherwood Labs and analyzed for <br /> s benzene, toluene, ethylbenzene and xylene (BTEX)by EPA method 602 <br /> ' • gasoline range petroleum hydrocarbons (TPH-G) by EPA method 8015(m) <br /> • diesel iange petroleum hydrocarbons (TEPH-D)by EPA method 8015(m) <br /> • MTBE by EPA method 602 <br /> ' The detection limits for these compounds are listed below A Chain of Custody was <br /> completed for all samples collected and tracked to ensure sample integrity <br /> ' Detection Limits - <br /> ater l.tg <br /> 3.0 RESULTS OF INVESTIGATION <br /> The analytical results and field observations are discussed below Summary analytical data <br /> is included in Appendix A, boring logs are included in Appendix B A site map with soil <br /> boring and monitoring well locations is included as Figure 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.