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ARCHIVED REPORTS_2006_5
Environmental Health - Public
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ARCHIVED REPORTS_2006_5
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Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 10:52:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_5
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_2006_5.tif
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EHD - Public
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V 717 <br />v_r, CTOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTION FIELD REPORT <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WW FU -06 <br />02.1605.07 <br />12 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />May 31, 2006 <br />Wednesday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Reviewed By: <br />Gwinn Construction <br />n/a <br />Monte Christie <br />General Foreman: <br />Liner Superintendent: <br />Other: <br />Larry Simms <br />n/a <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />In-place native soils <br />Clear, It. breeze, 60's to 80's <br />Michael Strobel <br />Equipment on site: <br />3 x 637 scrapers, D6 dozer, 815 compactor, water truck, 12G blade, excavator <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I. Construction <br />1. Continued placement and compaction of Subgrade Fill on the upper 5:1 slope area; @ 56' MSL this <br />2. Continued detail along east liner limit in FU -05; excavator, loader, backhoe and water truck. <br />3. Restart loading trucks with soils for the French Camp Closure. <br />II. Testing <br />1. Performed 7 FDT's in compacted subgrade soils placed on the 5:1 slope, tests SG -26 through SG -31, <br />including retest SG -26A. After reworking failing area all tests indicate passing results. <br />2. Performed Atterberg Limits on sample SGP -1. <br />3. Prepared sample SGP -3 for Proctor Compaction. <br />III. Conversations <br />• None listed. <br />Reviewed By: "-Ii <br />1 of 1 4/23/03, Rev. 0 <br />
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