My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0010848
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FIFTH
>
201
>
2900 - Site Mitigation Program
>
PR0541431
>
ARCHIVED REPORTS_XR0010848
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/10/2019 9:34:19 AM
Creation date
12/10/2019 9:16:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010848
RECORD_ID
PR0541431
PE
2953
FACILITY_ID
FA0023745
FACILITY_NAME
DEBOER TRUCKING
STREET_NUMBER
201
Direction
W
STREET_NAME
FIFTH
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
25935013
CURRENT_STATUS
01
SITE_LOCATION
201 W FIFTH ST
P_LOCATION
05
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.
/
43
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
n <br /> DeBocr Truck Lines, Inc. l <br /> 201 West Sth Street, Ripon, California <br /> Phase I Report of Findings September 9, 1994Page. S <br /> 4.0 Soil Conditions <br /> The borings penetrated units of silt and sand. The upper unit, to 7 feet, is a micaceous <br /> sandy silt (ML) in MW-1 & 2,but grades to a micaceous silty sand(SM) in MW-3. <br /> I <br /> -� The underlying unit, to the total boring depth of 40 feet, is a poorly graded micaceous <br /> sand (SP) in MW-2 & 3, but grades to a well-sorted sand (SW) in MW-1 from 6 to 18 <br /> feet. Within this sand unit is a two foot silty sand (SM) at 12 and 14 feet in MW-2 & 3; <br /> respectively (Figures 3 & 4). There is also a silt (MH} unit of two and one-half feet iri' <br /> MW-2 and two feet in MW-3 at 25.5 and 26 feet, respectively. Both of these beds (SM&I <br /> MH) do not appear in MW-1 and may account for the migration of contaminants to 15" <br /> feet in MW-1 as shown on Figure 5. <br /> ii <br /> Soil samples from each boring, at 15, 20 and 25 feet, were sent for laboratory analysis.;; <br /> MW-1 had only Xylene contamination of 19k the 15 foot sample.!�� g �in p Iv1tiV-2 only had„ <br /> Toluene and Xylene contamination, at 15 feet, of 5.0 pg/kg and 5.2 µg/kg, respectively. <br /> NM-3 had no detectable contaminants (Figures 5 & 6, Table 1, Appendix A). . <br /> S.0 Groundwater Conditions j <br /> Water samples taken 7/27/94 from the three developed monitoring wells all tested "ND",:;; <br /> y, non-detect (Table 2, Appendix B). <br /> Water level readings taken 7/27/94 and surveyed well collar elevations were: used to lI <br /> calculate the groundwater elevation at each monitoring wdl (Table 3, A endix,F . The '! <br /> Fp } <br /> groundwater gradient was calculated at 0.003 ft/ft, dipping N 41 E (Figure 8). <br /> 6.0 Geology <br /> Ripon lies in the Central Valley Physiographic Province of California. The Valley is about '! <br /> 40 miles wide in this area. It is bounded to the west by the foothills of the Coast Ranges, <br /> and to the east by the foothills of the Sierra Nevada Range. The Ripon area is nearly <br /> devoid of structural geologic features. <br /> The Valley is floored by unconsolidated Quaternary sediments to depths of at least 400 or jl <br /> more feet in the Ripon area. All of these units can be considered soils in the engineering <br /> sense, because they are unconsolidated. Quaternary sediments in the Central Valley were <br /> deposited as a series of coalescing alluvial fans. The fans originated where valleys of the <br /> major streams which drained the Sierra Nevada Range emptied .into the broad expanses of .I <br /> ;i <br />� r <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.