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ARCHIVED REPORTS_2015
EnvironmentalHealth
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4400 - Solid Waste Program
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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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DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 044 <br />Project Number: 14-101-01 Date: Friday 07/10/15 <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: 0-10 mph. <br />Tem erature: ARRrox. range 70- 85 F Other: <br />The contractor worked from 7:00 am to 5:30 pm. Equipment was shut down at 3:30 and slope preparation continued. <br />Excavation: (1) CAT D6 dozer, (1) CAT 627 scraper graded Basin 1. Fill placement began in the southern portion of the <br />Basin. One test was taken which passed compaction requirements. (1) CAT 621 water pull was used to maintain excavations, <br />haul roads and stockpile and fill areas <br />Slope Subgrade Preparation: Up to (6) laborers using hand tools prepared the slope areas, and the side boom smooth drum <br />roller continued to roll the north slope. Some of the areas that were rolled complied with the specifications. Some areas <br />needing rework were pointed out to the contractor as typical areas for rework. Rolling of the eastern slope began in the late <br />am. (1) Hitachi 300 excavator and (1) CAT 320 excavator cleaned up and graded the tie in area. <br />Access Road: (1) CAT 14 H motorgrader graded the road. One test was taken and passed, however adjacent areas were <br />obviously wet and the contractor chose to take no action at this time. I stated that additional testing would be needed before <br />base material was placed on the road. <br />Foundation Layer: No activity observed today. <br />Sump Construction: No activity observed today. <br />North West Stockpile: No activity was observed. <br />South Stockpile 1 (Foundation): No activity was observed. <br />South Stockpile 2 (Operations): No activity was observed. <br />South Stockpile 3: No activity was observed. <br />Geosynthetics: Delivery totals of GCL 89 rolls;, HDPE 24 rolls. The GCL rolls arrived covered by tarps on trucks. The <br />unloading was observed by a QA Monitor. A forklift was used to unload the trucks, using the supplied straps with each roll. <br />The rolls were placed on 6" HDPE pipe to keep the material off the ground. HDPE deliveries were on flatbed trucks and <br />unloaded using the supplied straps for each roll. All rolls unloaded were checked against a master approved list. <br />(2) loads of LCRS rock was delivered today by end dump trucks with pups. <br />Construction of the LCRS gravel test pad is scheduled for Monday. <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. (1) side boom roller <br />Problems/Resolutions. <br />Visitors: <br />Reviewed By: M. Raub <br />._ J <br />
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