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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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I -- <br />E <br />DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 102 <br />Project Number: 14-101-01 Date: Thursday 10/01/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: <br />Contractor: R J Gordon Construction, Inc. M. Hu and <br />Weather: Light rain overnight / partly cloudy Wind: 0-10m h. <br />Temperature: Approx. range 60- 70 F Other: <br />The contractor worked from lam to 5:30 pm. <br />Electrical Panel Placement: Electricians continued with conduit and wiring on the Sump Pump Control panel <br />Drainage Structures: (1) CAT D4 dozer and (1) Hyundai 480 excavator continued excavation in the drainage channel and <br />down chute into Basin 2, including excavating Rip Rap subgrade. The subgrade is consolidated sand, but during excavation <br />the sand breaks up into a clean sand with no cohesion and the Contractor had difficulty obtaining the channel shape. (1) CAT <br />613 scraper, (1) Cat D6 dozer (1) CAT CP54 compactor placed the berms on the road of the East slope per Section 35 on Sheet <br />C11. (1) Hundai 480 excavator also excavated the profile for Rip Rap down chute into Basin 1. <br />Access Road: No activity. I mentioned to Joyesh that the contractor does not have a smooth drum roller to put a smooth <br />surface on the road as required by the Specifications. The Contractor will need to roll the surface before placing the geotextile <br />and aggregate base. l spoke to Nick of RJ Gordon and mentioned that the soil forming the V ditch beside the road is loose and <br />should be compacted. <br />RIP RAP: Material was delivered today and staged through out the site. I mentioned to Nick that the excavations should be <br />cleaned of loose material prior to placement. <br />Forced Main: The contractor used (1) JD 410, (1) CAT 745 rock truck and (1) water truck to backfill the Forced Main Trench <br />where the line ties into the existing leachate line. (2) laborers used jackhammer to excavate holes for bollards. <br />Equipment Onsite: (1) CAT D6T LGP dozer, (2) water trucks, (1) Hitachi 300 excavator, (1) JD 410 Backhoe. (1) CAT 623 <br />paddlewheel scraper. (1) Hyundai 480LC excavator, (1) CAT D6T dozer, (2) Cat 745 Dump Truck, (1) Cat 950 M Loader, (1) <br />CAT D4 Dozer, (1) CAT 14MH Motor Grader, (1) CAT CP54 compactor. (1) CAT 613 scraper <br />Problems/Resolutions: <br />Visitors: <br />Reviewed By: M. Raub <br />
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