My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2010_3
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2010_3
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 9:45:38 PM
Creation date
7/3/2020 10:44:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_3
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2010_3.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
128
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
.10. Hydrogeologic Setting <br />4.11-14.10.1 Regional Hydrogeology <br />Most of groundwater used in the vicinity of eastern San Joaquin County is drawn from <br />the Arroyo Seco, Laguna, and Mehrten Formations. These regional groundwater <br />systems are continuously being recharged by percolation of surface waters. The <br />groundwater gradient direction is generally to the southwest. Shallower groundwater <br />bearing zones can produce significant yield in some areas. These areas are typically <br />located adjacent to streams where Quaternary alluvial systems deposited thin sand and <br />gravel beds. During the 1985 Geologic Investigation groundwater levels were measured <br />in three domestic wells located within a 1 -mile radius of the landfill. Groundwater <br />elevations ranged from 64 to 110 feet MSL (Appendix D). <br />4.11.24.10.2 Site Hydrogeology <br />^.44.10.2.1 Hydraulic Conductivity <br />During the 1985 Geologic Investigation, six borings were advanced to depths <br />ranging from 70 to 100 feet in the central area of the site (Appendix D). <br />Approximately two-thirds of the soils encountered in the six borings consisted of <br />moderately cemented clay/claystone and cemented silt/siltstone with in-place <br />hydraulic conductivities on the order of 10-6 to 10-7 cm/sec. These same soils <br />had remolded hydraulic conductivities as low as 10-9 cm/sec. The remaining <br />soils consisted of cemented silty sand/silty sandstone with.in-place hydraulic <br />conductivities on the order of 10-3 cm/sec and remolded hydraulic conductivities <br />between 10-4 to 10-5 cm/sec (Appendix D). <br />Foothill Sanitary Landfill Page 35 Public Works/Solid Waste <br />Joint Technical Document County of San Joaquin — Revised 7/30/10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.