My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_1999
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_1999
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_1999.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
365
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
GeoSyntec Consultants <br />Table 3 <br />Compacted Clay Liner Compliance Testing <br />s ASTM D 1557, Modified Proctor Compaction Test. <br />b Both the on-site and admixture clay liner material acceptance programs are discussed in the <br />appendices to this CQA Plan. <br />J:\ALLMD\FORWARD\CLOSURE\REPORT\CQA REPORT 6-4 99.11.30 <br />11 <br />Ej <br />Proposed <br />Testing Frequency <br />ASTM <br />(1 test per in-place <br />Proposed Criteria/ <br />Test <br />Method <br />volume shown) <br />Specification <br />Density and Water <br />Nuclear gauge <br />250 cy <br />Min. 90% relative compaction at min. <br />Content <br />D2922 <br />(5/ac/lift) <br />2% over optimum water contents <br />Density <br />Sand Cone D1556 <br />2,500 cy <br />Min. 90% relative compaction$ <br />(1 /ac/lift) <br />Water Content <br />Oven D2216 (with <br />1,500 cy <br />Min. 2% over optimum water contents <br />correlation to <br />(1/ac/lift) <br />nuclear gauge <br />D2922) <br />Particle Size <br />D422, D1140 <br />1,500 cy <br />Min. 30% passing No. 200 sieve <br />(1/ac/lift) <br />Laboratory <br />D5084-90 <br />1,500 cy <br />Correlate laboratory measured value to <br />Hydraulic <br />(1/ac/lift) <br />field measured value to achieve field <br />Conductivity <br />hydraulic conductivity of <br /><Ix10-6 cm/sec <br />Atterberg Limits <br />D4318 <br />5,000 cy <br />Classified as CL, CH, or SC <br />(1/ac/lift) <br />Compaction Curve <br />Modified Proctor <br />5,000 cy <br />N/A <br />D1557 <br />or change in <br />material <br />Field Hydraulic <br />SDRI (D5093) <br />-- <br /><1x10 cm/s <br />Conductivity <br />referred <br />Clod Size <br />Observation <br />Continuous <br /><1 inch <br />Liner Thickness <br />Survey; <br />75 -foot centers <br />1 -ft thick (minimum) <br />Measurement <br />(minimum) <br />s ASTM D 1557, Modified Proctor Compaction Test. <br />b Both the on-site and admixture clay liner material acceptance programs are discussed in the <br />appendices to this CQA Plan. <br />J:\ALLMD\FORWARD\CLOSURE\REPORT\CQA REPORT 6-4 99.11.30 <br />11 <br />Ej <br />
The URL can be used to link to this page
Your browser does not support the video tag.