My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2013_7
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CORRAL HOLLOW
>
31130
>
4400 - Solid Waste Program
>
PR0440003
>
Archived Reports
>
ARCHIVED REPORTS_2013_7
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 4:01:31 AM
Creation date
7/3/2020 11:06:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_7
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2013_7.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.
/
85
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
Based on individual well aquifer recharge tests conducted during the EMP field investigation, <br /> hydraulic conductivity values in the uppermost aquifer range from 3.83E-02 to 5.9E-03 <br /> ft/day with a geometric mean of 1.19E-02 ft/day. Published values of effective porosity for <br /> fractured, clayey sand range from 2 to 25 percent (Fetter, 1994). Using these values, <br /> groundwater flow velocities were calculated ranging from 0.0011 foot per day (using <br /> minimum values) to 0.086 foot per day (using maximum values), with an average flow <br /> velocity of 0.023 foot per day (or about 8.3 feet per year). <br /> Historical groundwater equipotential data suggest that groundwater in the deeper aquifer <br /> flows to the northeast at a gradient of about 0.004 ft/ft, generally parallel to the regional <br /> topographic gradient toward the floor of the Central Valley. Hydraulic properties are not <br /> available for the deeper aquifer. <br /> 2.4 WELLS WITHIN ONE MILE OF THE SITE <br /> A search of groundwater supply wells within one mile of the site indicated that eight wells <br /> have been constructed in the vicinity of the CHSL (Figure 4). Of these, four have been <br /> abandoned, and the other four are screened in the deep, regional aquifer (GLA, December <br /> 2012). <br /> 2.5 NATURE AND EXTENT OF GROUNDWATER IMPACT <br /> Understanding of the nature and extent of groundwater impacts is based on historical <br /> groundwater chemistry data from routine monitoring reports and data obtained from the <br /> recent EMP completed for the site (GLA, 2012). <br /> 2.5.1 Conceptual Model for the Release Area <br /> Groundwater in the release area is encountered perched above or within the Corcoran Clay <br /> at depths ranging from 17 to 83 feet below ground surface. The depth and dip of the <br /> Corcoran Clay and anecdotal evidence for site workers at the time suggest that its southern <br /> limit is likely to have been beneath the footprint of the northern third of the landfill, but was <br /> excavated during landfill construction. Based on the difference in first encountered and <br /> static water levels, it appears that water in the Corcoran Clay is perched or under partially <br /> confined conditions. <br /> • Groundwater samples from wells MW-5 and MW-8, which monitor the shallow aquifer, have <br /> historically contained trace and low quantifiable concentrations of VOCs. Data from the <br /> Engineering Feasibility Study Geo-Lo Page ■ 6 <br /> Corral Hollow Sanitary Landfill <br /> ASSOCIATES <br /> January 25,2013 <br />
The URL can be used to link to this page
Your browser does not support the video tag.