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SU0011836
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SU0011836
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Last modified
12/18/2023 10:35:38 AM
Creation date
9/4/2019 10:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0011836
PE
2656
FACILITY_NAME
PA-1800090
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336-
APN
20106003, -05, 18115007, -16
ENTERED_DATE
6/26/2018 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
8/15/2023 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\APPL.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EHD COND.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\DRAFT SEIR-09-2018.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EIR-07-2018.PDF
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EHD - Public
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Draft Supplemental Environmental Impact Report Page IV.B-10 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> on a conversion factor of 1 truck vs.2 passenger cars(PCE). The final daily trip generation for the <br /> Project evaluated in the study is 1,600 passenger car trips. Table IV.B-5 shows a summary of <br /> Project trip generation estimates. <br /> Table IV.B-5: Forward Landfill "Project"Trip Generation Estimates <br /> AM Peak Hour Trips(PCE) PM Peak Hour Trips (PCE) Daily Trips(PCE) <br /> Inbound Outbound Inbound Outbound Inbound Outbound <br /> 108 132 70 106 800 800 <br /> Note: <br /> The above trip estimates were determined based on the maximum permitted daily trucks minus current <br /> daily truck count.Peak-hour trips were determined based on turning movement counts conducted at <br /> Forward Landfill main access driveway.The above trips are one-way passenger equivalent trips Passenger <br /> car equivalents(PCE)are 2 trips/truck. <br /> Project Trip Distribution Assumptions <br /> The directional distribution of the project traffic,which identifies the potential routes of travel, <br /> was estimated based on examinations of the study area street layout, land use, current ' <br /> circulation patterns and traffic volumes, along with consultation from County staff. Figure <br /> IV.13-3 shows the estimated directional Project traffic distribution. <br /> Impact B.1. Potential Project Impact to LOS at Nearby Intersections. (Revises 2013 EIR <br /> Impact B.1). <br /> Intersection Analysis <br /> This section of this traffic study describes conditions that would exist under Existing-Plus- <br /> Project conditions. Comparing Existing-Plus-Project conditions to the no project conditions <br /> results in an identification of project-related impacts. Table IV.B-6 shows traffic LOS for the <br /> existing-plus-project conditions. Figure IV.B-4 shows existing-plus-project traffic volumes. <br /> As shown in the table and figure, all of the study intersections currently operate at <br /> acceptable conditions and would continue to operate at acceptable conditions LOS "C" or <br /> better with the Project. Therefore, the Project's impact to intersection LOS would be less <br /> than significant. <br />
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