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ARCHIVED REPORTS_2006_15
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ARCHIVED REPORTS_2006_15
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Entry Properties
Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 10:51:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_15
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_15.tif
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EHD - Public
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Vc,,TOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTION FIELD REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number. <br />Forward Landfill Closure <br />021605.06 <br />38 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />October 10, 2005 <br />1 Monday <br />General Contractor. <br />Liner Contractor. <br />Project Engineer: <br />Guinn Construction <br />BAS <br />General Foreman: <br />Liner Superintendent: <br />Others: <br />Larry Simms <br />Source and Description of Fill Material <br />Weather. <br />CQA Technician: <br />On site native brown sil!x CIE <br />Warm, clear and breezy <br />Carlos Padilla <br />Equipment on site: <br />1 -Shea sfoot roller, 2 -water trucks, 2-D6 dozers, 8-627 sera ers, 1-1.40 blade, 1-966 loader <br />Vnmcc in <br />a ....4, u.c uay, ally t/Iuumus anu tnelr SOIUTIon S): <br />I arrived on site today for observations and documentation at the job location listed above. Guinn <br />Construction continued using the scrapers to haul clay from the northern and central cut areas throughout <br />the day. Eight (8) scrapers continued .placing fill material from west to east. One dozer, one of the water <br />trucks and the sheepsfoot roller also worked on the north slope fill area. The other water truck moisture <br />conditioned the haul roads and the cut area behind the other dozer. <br />Ten (10) nuclear moisture density tests, two (2) moisture content and two (2) clay content tests were <br />performed from the fill material being placed on the north slope fill area. All tests passed the specified <br />values in and moisture content and the on site foreman was verbally informed of the test results. <br />Guinn Construction continues deploying gravel material on the upper bench of the FU -05 cell, on top of <br />the geotextile covering the HDPE 60mil liner. The gravel deployment finished around noon. Then, the <br />Guinn Construction crew, deployed geotextile 8 oz. on half of the surface already covered with 6" of gravel <br />material. <br />At the end of daily task, the area already with geotextile carpet, it was covered with 6" soil layer in <br />accordance with the specifications. <br />One scraper hauled fill material from the soil borrow area to the FU -05 cell. Once there, the dozer equipped <br />with GPS, keeps pushing it at the requested level. <br />Prepared By: <br />4 ?3:03, Rev. 0 1 or I <br />C-? <br />Reviewed By: Ae <br />
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