My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005447
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
19256
>
2900 - Site Mitigation Program
>
PR0540323
>
ARCHIVED REPORTS_XR0005447
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:50:27 PM
Creation date
4/8/2020 2:36:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005447
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.
/
194
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
Mr Daniel K Barber <br /> D K Barber& Associates <br /> ,�6 April 30, 2001 <br /> ' Page 3 of 4 <br /> I <br /> I <br /> I <br /> GEOLOGIC LOGGING, FIELD SCREENING AND SAMPLING <br /> Results of Geologic Logging <br /> Boreholes wereeolo icall logged in accordance with the visual method of the Unified <br /> g g Y gg <br /> I Soils Classification System [USCS] in order to to identify the site stratigraphy and assess <br /> potential migrational pathways (copies of borehole logs included as Attachment A) <br /> ' Shallow site stratigraphy consisted predominantly of silt and silty fine sand with minor <br /> clayey sand and clayey silt There were no readily discernible pathways for potential <br /> contaminant migration noted (i e significant variations in horizontal or vertical porosity) <br /> Groundwater was encountered in three of the four boreholes (when SES was in the field <br /> a fifth bore was drilled later by Mr Barber) at depths of approximately 52 feet below <br /> grade While water levels were measured within 15 minutes after encountering <br /> groundwater (i e full equilibration of water levels may not have been reached), <br /> ' groundwater was not observed to rise, indicating unconfined conditions <br /> ' Field Screening for Contamination <br /> Potential organic contamination was evaluated in the soil cores by screening soil samples <br /> ' (at depths corresponding to soil sampling locations) with a photoionization detector (PID) <br /> provided by D K Barber & Associates Approximately 100 grams of soil sample was <br /> placed in a.ZiplockTm bag, sealed, and allowed to equilibrate for at least two minutes <br /> 1 before screening As summarized on the borehole logs, PID readings were close to <br /> background readings except in borehole C-2 at approximately 34 to 40 feet bgs where the <br /> 1 PID reading was 23 to 26 parts per million by volume air (ppmv) A careful examination <br /> of the soil cores indicated no visual or odiferous evidence of contamination, except at the <br /> above referenced interval in bore C-2 The PID was not used at bores C-3 thought C-7 <br /> tNo obvious staining or odors indicative of contamination were noted during the field <br /> work except where indicated in the borehole logs <br /> Stellar Environmental Solutions <br />
The URL can be used to link to this page
Your browser does not support the video tag.