My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SHAW
>
1265
>
2900 - Site Mitigation Program
>
PR0506292
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/14/2020 1:01:08 PM
Creation date
5/13/2020 2:42:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506292
PE
2950
FACILITY_ID
FA0007328
FACILITY_NAME
EMPTY LOT
STREET_NUMBER
1265
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14327041
CURRENT_STATUS
02
SITE_LOCATION
1265 N SHAW RD
P_LOCATION
01
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.
/
185
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
KLEINFELDER <br /> File No. 20-3937-01 <br /> September 3, 1996 <br /> Soil samples were collected in every boring at five foot intervals starting at a depth of 5 feet bsg <br /> for lithologic classification and'quantitative field screening. Lithologic classification were based <br /> on the Unified Soil Classification System (USCS). Additionally, soil samples were obtained for <br /> field screening with an organic vapor analyzer (OVA). The OVA measures ionizable <br /> compounds in air in parts per million by volume(ppmv <br /> Generally the subsurface conditions encountered were as follows: <br /> Approximate Generalized <br /> Interval Soil Description <br /> 0 - 15 feet Brown, very stiff clayey silt <br /> 15 - 20 Feet Brown, dense silty sand <br /> 20 - 75 fleet Brown, very stiff clayey silt <br /> For additional details regarding the subsurface conditions encountered, please refer to the logs of <br /> borings (Plates A-1 through A-3)in Appendix A. <br /> 4.3 QUALITATIVE FIELD SCREENING <br /> To provide a qualitative indication of the presence of volatile organic constituents in the soil and <br /> to monitor the constituent concentrations in the breathing zone, a portable organic vapor <br /> analyzer was used to screen the samples in the field. A Photovac MicroTip� photo-ionization <br /> detector (PID) was used to measure total .ionizable compounds in parts per million by volume <br /> (ppmv) of vapor. <br /> Soil samples obtained were screened in the field, and the PID readings were recorded on the <br /> boring logs. PID readings ranged from 0 to approximately 5 ppmv. These concentrations <br /> appear to be consistent with background levels. Hydrocarbon odors were not present in any of <br /> our borings. <br /> For the protection of the field crew, the PID was also used to measure the total ionizable <br /> concentration in the breathing zone prior to .and while drilling the borings. No consistent <br /> readings were noted in the breathing zone above 1 ppmv. <br /> Upon completion of the drilling, the borings were converted into monitoring wells MW-1 <br /> through MW-3 (see Plate 1). Installation and construction details, and decontamination <br /> procedures are presented in Kleinfelder's Field Procedures (Appendix B). <br /> 20-3937-011MR960189 Page 8 of 18 01996, Kleinfelder, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.