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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
Scanner
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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I\� <br />`J <br />11 <br />DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 096 <br />Project Number: 14-101-01 Date: Wednesday 09/23/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: <br />Contractor: R J Gordon Construction, Inc. M. Hu and <br />Weather: Clear - Wind: 0-10m h. <br />Tem erature: Approx. range 65- 90 F Other: <br />The contractor worked from 6:30 am to 5:30 pm. <br />Operations Layer: (1) CAT 14H motorgrader with GPS graded the floor. Some additional operations layer material was <br />placed on the surface to fill low spots to grade. The material was obtained from Stockpile 3 and delivered by (1) CAT 745 <br />truck. (1) Hyundai excavator loaded (2) CAT 745 trucks with soil from Stockpile 3. The soil, which was selected to have <br />relatively less oversized clods, was hauled to the bench at the tie in with Area 1. (1) CAT D6 dozer spread the material <br />assisted by (1) laborer to remove any oversize clods. Some of the clods have rolled down the slope and rested on the top of <br />the screened material pushed up the slope. The Contractor was notified that the oversize material must be removed from the <br />screened material on the slope. Another CAT D6 pushed the operations layer on the slope to cover the Sacrificial <br />Geomembrane with a 2 -foot embedment. (1) Laborer was with the operation full time to verify lift thickness and pick any <br />oversize that may have rolled down from the operation above. The operations layer soil on the slope was frequently checked <br />for oversize clods using a 1" screen. <br />Force Main. Backfill continued on the forced Main trench with finer material from the screened stockpile. Two laborers <br />spread the material in thin lifts and used a whacker for compaction. The material was moisture conditioned prior to <br />placement. I have discussed testing of the Forced main piping with the foreman on several occasions. The Contractor <br />supposed to provide the test procedures. There is no specific plan yet. <br />Termination Berm Construction: Construction on the western and southern termination berm continued today. Material <br />came from the Stockpile 3 area. (1) CAT D4 dozer mixed and spread the fill in 8" lifts prior to compaction using (1) CAT CP 54 <br />self propelled compactor. <br />Electrical Panel Placement: Electricians continued with conduit in the forced main trench for future use. <br />Sump Riser Pipes: A resolution to the missing 6" instrumentation pipe has not yet been reached. <br />Drainage Structures: No Activity today. <br />Equipment Onsite: (1) CAT D6T LGP dozer, (2) water trucks, (1) Hitachi 300 excavator, (1) CAT TH160B folk lift, (1) JD 410K <br />Backhoe. (1) CAT 623 paddlewheel scraper. (1) Hyundai 480LC excavator, (1) CAT D6T dozer, (2) Cat 745 Dump Truck, (1) <br />Cat 950 M Loader, (1) CAT D4 Dozer, (1) CAT 14MH Motor Grader, (1) CAT CP54 compactor <br />Problems/Resolutions:: A resolution to the missing 6" instrumentation pipe has not yet been reached <br />Visitors: <br />Reviewed By: M. Raub <br />Advanced <br />.Earth scle"Cea, Inc <br />
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