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CORRESPONDENCE_2006-2009
Environmental Health - Public
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CORRESPONDENCE_2006-2009
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Entry Properties
Last modified
10/3/2025 2:07:00 PM
Creation date
7/3/2020 10:50:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2006-2009
RECORD_ID
PR0440005
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
201060013, 5
CURRENT_STATUS
Active, billable
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006-2009.tif
Site Address
9999 AUSTIN RD MANTECA 95336
Tags
EHD - Public
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LFG CONTROL CORPORATION <br />REPORT NO: 6 <br />DATE: 6/1/2009 <br />WEATHER: Pt. Cloudy / E. Wind <br />PROJECT: Forward Landfill 2009 Gas System Improvements <br />CLIENT: Allied Waste <br />CONTRACTOR: American Environmental Group <br />CONTRACTOR PERSONNEL: 10 <br />EQUIPMENT ON SITE: Excavator, Drill Rig, Track Loader, 3 OHV's, 4 Pickup Tru <br />3 Equipment Trailers, Fusion Machines, Backhoe, Dozer <br />MATERIAL RECEIVED: Wellhead Assemblies <br />VISITORS: Natalia S., Environmental Health and Ruben Ramirez <br />4" PIPE DIA. 18" PIPE DIA. 6" PIPE DIA. <br />565' TRENCHED TRENCHED TRENCHED <br />556' PIPE INSTALLED PIPE INSTALLED PIPE INSTALLED <br />VALVE(S) or TEE(S) 1 VALVE(S) or TEE(S) 1 VALVE(S) or TEE(S) <br />CONSTRUCTION ACTIVITIES <br />Completed install of EW(s) FU06-16, FU08-02, and FU08-03. All three EW's were backfilled per plans. <br />Trenched 4" laterals from header to EW(s) F1.106-17, F1.108-04, FU08-03, and FU06-16; 6" X 4" Tees <br />were 2reviously installed. All wellhead assemblies were installed per plans. Tied 6" header into 18" <br />header per plan detail 1/6 sh. 6 of 6. Included 6" PVC butterfly valve and 6" flex hose. Plant was shut- <br />down prior to system tie in @ 5:00 P.M. and turned on @ 6:45 P.M. EW FU08-04 4" lateral was <br />installed with a 45 deg. riser for vertical alignment. All trenches were installed with 2" pipe risers, <br />as locator tape, and minimun sloe per plans. Drill crew preparred for demobilization and worked from <br />7:00 AM to 3:00 P.M. Pipe crew continously imported onsite backfill and off hauled trench spoils. <br />Graded site to match existing grades of site and backfilled all trenches. EW FU06-17 4" lateral covered <br />with 1.6' backfill in order to achieve design slope and tie in to 6" header Sta.0+00 to 0+40, extra cover <br />was placed to attain 2' agreed with Scott per Jeff. <br />By <br />Loren Rush <br />Resident Project Representative <br />
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