My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CORRAL HOLLOW
>
1785
>
2900 - Site Mitigation Program
>
PR0517366
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/18/2019 5:16:32 PM
Creation date
6/18/2019 4:32:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0517366
PE
2950
FACILITY_ID
FA0013377
FACILITY_NAME
FITZPATRICK HOMES
STREET_NUMBER
1785
Direction
N
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
949412933
CURRENT_STATUS
01
SITE_LOCATION
1785 N CORRAL HOLLOW RD
P_DISTRICT
005
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.
/
190
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
' k'■ KLEINFELDER <br /> ' for safety concerns. The sampling equipment was cleaned between locations with a Liquinox® <br /> (laboratory-grade detergent)wash followed by a potable water and distilled water rinse. <br /> ' Soil samples collected from potholes were collected from the bucket of the excavator for safety <br /> ' reasons. Soil samples were taken in proximity to the teeth of the bucket where soils are generally <br /> less disturbed. The soil samples were collected by pushing a 2-inch diameter by 6-inch long <br /> stainless steel tubes into the soil. <br /> ' The discrete stockpile sampling locations were chosen from approximately equal volumes of the <br /> stockpiles. Soil samples were collected by hand augering to the desired sampling depth and by <br /> ' slide hammering a 2-inch diameter by 6-inch long stainless steel tube into the soil. The samples <br /> were collected at depths of approximately 6-inches to 3 feet below the surface or sides of the <br /> stockpile(s). <br /> ' The stainless steel tubes used for collecting the samples were immediately sealed with Teflon° <br /> sheeting and tight-fitting plastic end caps. <br /> 1 4.3.2 Sample Handline <br /> ' After collection, both soil and groundwater samples were labeled, logged on a chain-of-custody <br /> form, and immediately stored in an iced cooler. The samples were transported under chain-of- <br /> custody control to Kleinfelder's office and then transported to a state certified laboratory for the <br /> requested analysis. The laboratory data sheets and chain-of-custody records are included in <br /> Appendix C. The samples were analyzed on an accelerated turnaround schedule ranging from <br /> ' one to three days for completion. <br /> 4.4 TEMPORARY MONITORING WELL DESTRUCTION <br /> ' Each of the four temporary wells TW-1 through TW-4 were destroyed according to San Joaquin <br /> ' County Public Health Services, Environmental Health Division (PHS/EHD) guidelines. Mr. <br /> Harlin Knoll of PHS/EHD commented that since the four wells are temporary a well destruction <br /> permit was not necessary and that destruction by pressure grouting was acceptable. <br /> The four temporary wells were destroyed on July 11, 2001. A Kleinfelder geologist was present <br /> to observe and document the temporary well destruction activities. The wells were destroyed by <br /> Kleinfelder's drilling subcontractor Spectrum Exploration Inc. of Stockton, California. Plate 2 <br /> illustrates the approximate locations of the former temporary wells. <br /> ' Each of the four temporary wells were tremmie grouted with the well casing in place and then <br /> pressure grouted for approximately five minutes using a "Moyno" progressive cavity pump. The <br /> grout/bentonite powder slurry was mixed using Type I-II Neat Cement and approximately 5 <br /> ' percent bentonite powder. Approximately 25 to 30 gallons of grout was used for the destruction <br /> of each well. After pressure grouting, each of the well casings were pulled from the ground. <br /> Each well boring was then topped off to ground surface and left to settle to about 2 feet bgs. <br /> ' Each of the borings were then filled to the surface with soil. <br /> 20.4341-11.1301/2011R959 Page 15 of 31 <br /> Copyright 2001,Kleinfelder,Inc. August 21,2001 <br />
The URL can be used to link to this page
Your browser does not support the video tag.