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SU0007861
Environmental Health - Public
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SU0007861
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Entry Properties
Last modified
1/6/2020 11:37:03 AM
Creation date
9/4/2019 10:03:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007861
PE
2675
FACILITY_NAME
PA-0800105
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
APN
20106003
ENTERED_DATE
8/11/2009 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
7/24/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\EIR PA-0800105\NOP.PDF
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EHD - Public
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Draft Supplemental Environmental Impact Report Page IV.B-18 <br /> Forward Inc. Landfill 2014 Expansion Project <br /> storage for 46 trucks per lane, or 92 trucks in two lanes. Forward opens up additional lanes in <br /> periods of peak demand, and has opened up to four lanes when necessary. <br /> L To estimate the time gap between trucks (time to move one truck off the scales and the next <br /> truck on to the scales), Republic recorded large trucks from its own fleet, which required 60 <br /> seconds to perform a similar maneuver. The processing time from Forward plus this estimated <br /> L time gap equates to a maximum flow rate through a scale of 30 trucks per hour. <br /> The peak one-hour entering volume at the Forward site, which occurs during the AM peak, is <br /> L 51 vehicles per hour.3 Although some of these vehicles are employee automobiles rather than <br /> trucks, the full number was assumed to be trucks for a conservative analysis. With both scales <br /> open, this volume can be accommodated within the site queuing area. <br /> am Under the proposed project, there would be a maximum of 620 vehicles per day, and the peak <br /> traffic flow would be 84 vehicles per hour. Table IV.B-7 shows the estimated queue length <br /> calculated for the proposed maximum volume. The hourly volume is subdivided into five- <br /> minute increments to facilitate the queue discussion. The five-minute volumes are derived from <br /> the Poisson distribution, a statistical distribution that is commonly used for traffic modeling, <br /> and which assumes that the input rate will ebb and flow during the course of the peak hour. <br /> Thus, some five-minute volumes are below the average input rate and some are above. <br /> Table IV.B-7 <br /> Maximum Truck Volumes and Queues <br /> At Landfill Entrance <br /> Existin <br /> Volume Queue <br /> 1 0 <br /> 2 0 <br /> 2 0 <br /> 3 0 <br /> 4 0 <br /> 4 0 <br /> 5 0 <br /> 5 0 <br /> 5 0 <br /> 6 1 <br /> 7 2 <br /> _ 8 3 <br /> 52 <br /> Maximum Queue 6 <br /> iw Maximum Queue 300 feet <br /> Length <br /> Available Storage 4,680 feet <br /> Status of Storage Sufficient <br /> L, 3 As discussed in Traffic Volumes,above,the most recent count of AM peak inbound traffic is 44 trips. <br /> This is less than the 51 trips used in this queuing analysis,which conservatively overstates queuing <br /> impacts. <br /> r. <br />
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