My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002185 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
V
>
VIA NICOLO
>
17950
>
2600 - Land Use Program
>
UP-00-24
>
SU0002185 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/26/2019 8:24:43 AM
Creation date
9/9/2019 10:58:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002185
PE
2626
FACILITY_NAME
UP-00-24
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
17950 W VIA NICOLO RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\V\VIA NICOLO\17950\UP-00-24\SU0002185\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
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
September 24, 1999 <br /> .lob Number:599244 <br /> Page 5 <br /> VI. GEOLOGY, SOILS,AND PERCOLATION TEST <br /> The geology of the area is reported to be Pliocene age fanglomerate deposits consisting of <br /> conglomerate, sandstone, and siltstone.' These types of deposits are commonly unconsolidated <br /> and heterogeneous in nature. Below the fanglomerate deposits are older Cenozoic and Mesozoic <br /> deposits that commonly dip eastward into the San Joaquin Valley trough. Several surficial and <br /> buried thrust faults are located along the eastern boundary:of the Sacramento and San Joaquin <br /> Valleys. The most noteworthy is the Great Valley Fault(segment.no. 7) located about 1 rnile east <br /> that are thought to be a significant earthquake source and similar in geometry to the 1983. <br /> Coalinga earthquake blind thrust faults. <br /> The soils located on the site are reported to be the Rioblancho clay loam(Plate 3). The <br /> followm <br /> is an excet of the engineering properties for the following soul. <br /> g <br /> rp <br /> Selected Soil Properties from the Soil Survey of San Joaquin County, California' <br /> Soil Name Depth(in) Unified Soil Salinity Soil Reaction Septic tank <br /> and Map Classification mmhos/cm pH absorption fields <br /> Symbol <br /> Carbona 0-6: Clay loam I CL c4 7.4-8.4 <br /> clay loam, 6-25: Clay loam, CL, CH <4 7.4-8.4 <br /> 1123 clay <br /> 25-36: Clay loam, CL, CH <4 7.9-8.4 <br /> clay <br /> I 36-62: Clay loam CL <4 7.9-8.4 Severe:peres <br /> sIowl . <br /> Note: The table descriptions do not necessarily rcflect site-specific soil properties_ <br /> Soil boring(B-1) was excavated to a depth of 40-feet to characterize the soil profile of the <br /> site and determine the depth to ground water (Plate 4 and Plate 5)_ No ground water was <br /> encountered to a total depth of 40 feet. A sante section with good percolation potential-was <br /> ' Wagner,D.L..Bortugno,E.1,and Mchinkin,RD., 1990,Geologic Map of the Sari Jose Quadrangle, <br /> California. California Division of Mines and Geology,Regional Map Series Map No. 5a. Scale 1:250,000, <br /> 2 USDA Soil Conscrvation Service, Soil Survey of San Joaquin County,California, sheet 8. <br /> a .n <br /> Y � <br /> fTSOG� <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.