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ARCHIVED REPORTS_2015
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ARCHIVED REPORTS_2015
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
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
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 035 <br />Project Number: 11-101-01 Date: Monday 06/29/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: T. Sathees <br />Contractor: R J Gordon Construction, Inc. M. Hu and <br />Weather: Clear Wind: 0-10 mph <br />Tem erature: Ap2rox. range 70-105 F Other: <br />The contractor worked from 7:00 am to 5:30 pm. <br />Excavation: In the afternoon, Up to (1) CAT D8 dozer and (2) CAT 627 scrapers continued excavating Drainage Basin 2 at <br />southeast of the project area, and hauled the material to the South Stockpile 3. (1) Hitachi 300 excavator also excavated the <br />slopes at drainage basin. Excavation activity was stopped at 3:30 pm. <br />(1) CAT 621 water pull was used to maintain excavations, haul roads and stockpile areas. <br />Slope Subgrade Preparation: in the afternoon, (1) CAT D6 (LGP) dozer was used for finish grading the north and east <br />slopes. <br />Access Road: In the morning, up to (1) CAT D8 dozer and (1) CAT D6 dozer over -excavated the existing subgrade at <br />northwest and south in order to construct the 95% -compacted earthfill subgrade for the Access road (upper 2.5 feet layer). <br />Up to (2) CAT 627 scrapers hauled the material to the Northwest stockpile (for use as Daily Cover). <br />Foundation Layer: The Contractor continued processing and fine grading the surface soil in order to achieve smooth and <br />clod -free surface, which is required prior to liner installation. (1) Vibratory -type CAT CS54B smooth -drum roller was used to <br />break the clods and to compact the Foundation soil at the surface. (1) CAT 14H motorgrader was used for spreading, mixing <br />and fine grading the soil. (1) CAT 621 water pull was used to moisture -condition the Foundation soil. <br />AES walked portions of the floor and observed scattered cobbles on the surface were hand-picked and removed. <br />Sump Construction: (1) Hitachi 300 excavator excavated the trench at east slope for installation of 24 -inch HDPE primary <br />riser pipes. <br />North West Stockpile: The scrapers hauled and stockpile the soil from the excavation at Access road subgrade. <br />South Stockpile 1 (Foundation): No activity was observed. <br />South Stockpile 2 (Operations): No activity was observed. <br />South Stockpile 3: The scrapers hauled and stockpile the soil from the excavation at Drainage Basin 2 at southeast corner of <br />the project area. <br />Geosynthetics: (2) laborers from Great Basin onsite to begin filling sandbags with soil from the operations layer stockpile. <br />Equipment Onsite: (1) CAT D8T dozer, (1) CAT D6T LGP dozer, (1) CAT D6R dozer (with slope board) (1) CAT 621G water <br />pull, (4) CAT 627 scrapers, (1) 14H motorgrader, (1) CAT 825H compactor, (1) water truck, (1) Hitachi 300 excavator, (1) <br />CAT CS 54B smooth drum roller (vibratory type), (1) CAT TH160B folk lift, (1) CAT side -boom winch smooth drum roller, (1) <br />CAT 430D backhoe. <br />Problems/Resolutions. <br />Visitors: M. Raub <br />Reviewed By: M. Raub <br />Irs <br />
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