My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
0
>
2900 - Site Mitigation Program
>
PR0515453
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/11/2019 4:41:49 PM
Creation date
12/11/2019 4:23:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0515453
PE
2950
FACILITY_ID
FA0012156
FACILITY_NAME
NORTH SHORE PARCEL
STREET_NUMBER
0
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
FREMONT ST
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.
/
47
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
Readwell&Rollo <br /> Mr. Jeff Wong <br /> 12 December 2000 <br /> Page 2 <br /> SCOPE OF WORK <br /> The proposed soil and groundwater investigation is designed to assess whether hazardous <br /> materials are present in site soil or groundwater resulting from current and past activities at the <br /> site and adjacent properties. Figure 2 illustrates 11 potential soil boring locations for the site. <br /> The sampling locations have been selected to target historic operations that may have used <br /> hazardous materials, and to provide alternative drilling sites. <br /> Sampling and Analyses <br /> Treadwell& Rollo proposes to advance up to 8 soil borings with a direct push rig. Up to six <br /> borings will be 8-feet deep and two will be 20 to 25 feet deep. Soil samples will be collected <br /> continuously for logging purposes, and selected samples (approximately 4 per boring)will be <br /> submitted to an analytical laboratory for chemical analyses. Grab groundwater samples will be <br /> collected from the two deepest borings to help evaluate potential groundwater contamination. <br /> Soil samples will be retained in stainless steel or acetate sleeves, covered with Teflon tape and <br /> plastic end caps. Groundwater samples will be collected in a pre-cleaned stainless, Teflon, or <br /> disposable polyethylene bailer, and decanted into the appropriate laboratory supplied containers. <br /> All samples will be retained in a cooler on ice and sent to a state-certified laboratory using chain- <br /> of-custody procedures. <br /> The borings will be backfilled with a neat cement bentonite slurry after the samples have been <br /> collected. All drilling and sampling equipment will be steam-cleaned prior to each use. The soil <br /> cuttings and decontamination rinsate will be contained in drums on site and disposed of once the <br /> analytical results are known. <br /> The exact number of samples to be analyzed for each particular analysis will depend on <br /> conditions encountered during drilling. Following is a proposed analytical program for the site. <br /> • Soil samples collected from each boring will be analyzed for total lead, and selected <br /> samples will also be analyzed for total arsenic, cadmium, chromium,nickel and zinc. <br /> Depending upon the initial results, soluble analyses for metals may be recommended. <br /> • Selected samples will be analyzed for total petroleum hydrocarbons (TPH) as gasoline, <br /> diesel,mineral spirits, and motor oil by EPA Method 8015M, and benzene,toluene, ethyl <br /> benzene, and xylenes(BTEX)by EPA Method 8020. <br /> • Selected samples will be analyzed for volatile organic compounds by EPA Method 8010. <br />
The URL can be used to link to this page
Your browser does not support the video tag.