My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SPRECKELS
>
18800
>
2900 - Site Mitigation Program
>
PR0506460
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/14/2020 1:19:31 PM
Creation date
5/14/2020 12:33:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506460
PE
2950
FACILITY_ID
FA0007440
FACILITY_NAME
ATHERTON KIRK/SPRECKELS
STREET_NUMBER
18800
STREET_NAME
SPRECKELS
STREET_TYPE
RD
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
18800 SPRECKELS RD
P_LOCATION
04
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
341
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
h9j KLEINFELDER <br /> File No. 20-3978-01.W22 <br /> February 6, 1997 <br /> The Hydropunch II'm soil borings will be advanced using a truck-mounted drill rig equipped <br /> with 6-inch diameter hollow stem augers. Soil samples will be collected beginning at a depth <br /> of 5 feet and every 5 feet thereafter for logging purposes and potential chemical analysis. The <br /> borings will be drilled, logged, and sampled according to the protocol described in Attachment <br /> B. The soil samples collected will be field screened using an organic vapor detector as <br /> described in Attachment B, Section B-2.2. The borings will be advanced to a maximum depth <br /> of 25 feet or until groundwater is encountered. Based upon previous investigations at the <br /> Spreckels property, groundwater is anticipated to be at a depth of 10 to 20 feet below grade. <br /> Groundwater samples will be collected using a Hydropunch IIT"" sampling device as described <br /> in Attachment B, Section B-2.4. <br /> The soil borings will be closed in accordance with the protocol described in Attachment B. <br /> Soil cuttings generated while drilling will be placed on and covered by visqueen and stored on <br /> site pending chemical analysis. Water generated during steam cleaning of auger and/or <br /> equipment will be left on site in labeled 55-gallon drums. Analysis and disposal of drill cutting <br /> and steam cleaning water is not included in this proposal. <br /> Laboratory Analysis <br /> Each of the soil and water samples selected for quantitative analysis will be submitted under <br /> chain-of-custody control to Sequoia Analytical Laboratories (Sequoia) of Sacramento, <br /> California. Sequoia is certified by the California Department of Toxic Substances to perform <br /> the requested analyses. It is anticipated that samples will be analyzed on a normal laboratory <br /> turnaround schedule, which usually requires up to 10 working days for receipt of analytical <br /> data. <br /> Up to two soil samples and one water sample from each boring location will be submitted for <br /> analysis. The samples will be selected based upon field observations, qualitative field <br /> screening results, and the depth in.the boring. Each of the soil and water samples will be <br /> analyzed for: <br /> • Total Extractable Petroleum Hydrocarbons (TPH ext.) as diesel fuel <br /> and motor oil <br /> • CAM 17 metals <br /> • Volatile organic compounds by EPA Method 8240 open scan <br /> • Semi-volatile organic compounds by EPA Method 8270 open scan <br /> 20-3978-O1.W22/207PE048 Page 3 of 01997,Kleinfelder, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.