My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005450
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
19256
>
2900 - Site Mitigation Program
>
PR0540323
>
ARCHIVED REPORTS_XR0005450
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:50:27 PM
Creation date
4/8/2020 2:40:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005450
RECORD_ID
PR0540323
PE
2950
FACILITY_ID
FA0023049
FACILITY_NAME
TELFER HIGHWAY TECHNOLOGIES
STREET_NUMBER
19256
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
19256 N HWY 99
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
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
' Site Specific Directions <br /> Generally two water samples from each boring will be submitted for chemical <br /> ' analysis <br /> Ground water samples will be collected from encountered sub surface water in an <br /> effort to define the lateral extent of contaminated groundwater The actual sampling <br /> locations will be dependent on access, surface condition, and potential encountered <br /> buried objects Please reference Figure 4, Site Plan Three CPT borings will be <br /> placed just beyond the suspected contamination zone The first set of three holes <br /> will be approximately in a 120 deg arc 100 LF down gradient from known <br /> contamination (MW No 6) If contamination is encountered in a boring the distance <br /> from the presumed center of the contaminated soil (previous UST location) will be <br /> increased and an additional DPT boring will be placed If no hydrocarbons are <br /> found in the sample a second boring closer to the source will be completed and <br /> 1 sampled <br /> The selection of water samples for laboratory analysis is based upon 1) the project <br /> objectives (define plume boundary) , 2) qualitative field screening performed in the <br /> field using the organic vapor detector and 3) field observations such as lithology, <br /> odor, measured resistance, or high moisture content <br /> CPT boring holes will be closed by grouting the boring with cement/bentonite slung <br /> The water samples will be submitted under chain of custody procedures to and <br /> analyzed by a California DOH certified laboratory The laboratory of choice is <br /> Sequoia Analytical in Sacramento Samples will be submitted on a "normal" 10-15 <br /> working day turnaround basis, utilized the attached chain of custody form <br /> The water samples will be analyzed using the following method <br /> ' TPH-Extractable as Diesel (by EPA Method 8015M or California's DOH LUFT method) <br /> Cement grout containing 5 percent bentonite will be placed in the probe hole to the <br /> ' ground surface Reference elevations for each probe location will be Depth to <br /> water surface in CPT holes will be measured and recorded after level has <br /> stabilized Monitoring well elevations will be surveyed by a State of California <br /> ' registered civil engineer or licensed surveyor or a subcontractor to the nearest 0 01 <br /> foot relative to mean sea level or a site datum <br /> Well installation will be carried out by a properly licensed C-57 contractor A permit <br /> for the test well boring will be required from San Joaquin County Health Department <br /> B-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.