My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011902
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
7675
>
3500 - Local Oversight Program
>
PR0544802
>
ARCHIVED REPORTS XR0011902
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 11:54:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011902
RECORD_ID
PR0544802
PE
3528
FACILITY_ID
FA0005153
FACILITY_NAME
FAYETTE MANUFACTURING CORP
STREET_NUMBER
7675
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014012
CURRENT_STATUS
02
SITE_LOCATION
7675 W ELEVENTH ST
P_LOCATION
99
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.
/
83
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
L <br /> A S S O C I A T E S I N C . <br /> The near surface of the geology underlying the site is comprised of unconsolidated alluvial <br /> deposits of Pleistocene to Holocene age. These deposits, sometimes referred to as "older <br /> alluvium", consist of intercalated beds of gravel, sand, silt, and clay. Underlying the older <br /> alluvium are PliolPleistocene continental deposits of similar derivation and lithology. The older <br /> alluvium functions as the most important in the site area (USGS Professional Paper 1401-C, <br /> 1986). Soils developed on the alluvium are generally well drained, differing from the parent <br /> material only in the increased volume of organic matter(DWR Bulletin No. 146, 1967). <br /> imw In the extreme western part of the San Joaquin Valley and along most of it's western flank, the <br /> continental deposits make up the Tulare Formation, which in many places is overlain by younger <br /> deposits. This formation outcrops as a thin band in the lower foothills of the Coast Range and <br /> ` plunges rapidly into the subsurface. It is the major reservoir for subsurface pumpage of water for <br /> the west side of San Joaquin County. The formation dips in the order of 15 to 20 degrees into the <br /> subsurface from its outcrop area and flattens rapidly in the vicinity of Tracy. It varies in thickness <br /> at the outcrop, to approximately 1,400 feet in the thickness area of the delta (DWR Bulletin No. <br /> 146, 1967). <br /> .. <br /> A regionally extensive clay layer, termed the Corcoran Clay of the Tulare formation occurs near <br /> the top of the Tulare formation and confines the underlying fresh water deposits. The thickness of <br /> �.�,. the Corcoran Clay in the Tracy area varies from near zero to about 150 ±feet. Its eastern limit in <br /> San Joaquin County is about at the San Jaquin River(DWR Bulletin No. 146, 1967). The USGS <br /> has estimated the Corcoran Clay in the Tracy area lies approximately 200 to 250 feet bgs. <br /> V <br /> The Tulare formation is moderately permeable in both its confined portion below the Corcoran <br /> Clay and unconfined above the Clay. Most of the larger irrigation wells, the industrial and the <br /> municipal wells obtain their water supply from below the Corcoran Clay. The small domestic <br /> wells often obtain their water supply from above the confining layer (DWR Bulletin No. 146, <br /> 1967). The water quality differences above and below this confining layer are discussed in further <br /> detail later in this report. <br /> A review of soil boring logs of boreholes completed at the site indicates the upper ten feet of the <br /> site's soil column consists of clay. A predominantly sandy water-bearing unit is present at <br /> approximately ± 10 feet to ± 20 feet bgs. This sandy unit appears to be laterally continuous <br /> across the site and may be a horizontal preferential flow path for groundwater beneath the site. <br /> Below the sand unit is an additional clay unit. A completed Water Well Drillers Report of the on- <br /> site domestic well, which was submitted to California Department of Water Resources (DWR), is <br /> indicates clay is present from 22 to 51 feet bgs; gravel from 51 to 70 feet bgs; clay from 70 to 131 <br /> feet bgs; and gravel from 131 to 139 feet bgs, the maximum depth explored at the site. <br /> Hydrogeologic cross-sections have been prepared exhibiting the sites underlying geology. Cross <br /> section orientations are shown on Figure 3. Cross sections of the site following an east-west and <br /> north-south axis are shown on Figures 4 and 5, respectively. <br /> wA95122\reports\ReWest for NFAdm 4 <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.