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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-3 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> Public Transit <br /> Transit service in the general vicinity of the Forward Landfill is provided by the San Joaquin <br /> County Regional Transit District (RTD). RTD provides service between Stockton and the <br /> airport,but the nearest route is at the Route 99/Arch Road interchange. No RTD or other <br /> transit lines extend into the study area. <br /> Intersection Operations <br /> Level of Service Concept <br /> The operating conditions of intersections experienced by motorists are described as"levels of <br /> service" (LOS). Level of service is based on several factors, including: <br /> • traffic volumes, <br /> • intersection lane configurations, <br /> • design and type of traffic control, <br /> • speed and travel time, <br /> • traffic interruptions, <br /> • freedom to maneuver, and <br /> • driving comfort and convenience. <br /> Levels of service may be expressed qualitatively with letters "A" through "F" from best to <br /> worst, which cover the entire range of traffic operations that might occur. Levels of service A <br /> through D generally represent traffic volumes at less than roadway capacity, while LOS E <br /> represents traffic volumes at or near roadway capacity, and LOS F represents over-capacity or <br /> forced flow conditions. <br /> Two sets of LOS calculation methods were used for intersection capacity analysis in the study; <br /> one for signalized intersections and the other for the non-signalized intersections. For <br /> signalized intersections, traffic LOS is determined based on the average delay per vehicle for the <br /> entire intersection as a whole. For the non-signalized intersections,traffic LOS is determined <br /> based on the average vehicle delay for approaches controlled by stop signs or yield signs at <br /> minor streets. Through traffic movements on major street approaches were evaluated but are <br /> not the determining factor intersection LOS. <br /> The study methodology was selected by PHA based on input from both the City of Stockton <br /> and San Joaquin County staff. Generally,this study follows County Traffic Study Guidelines <br /> (San Joaquin County,2008),but because the project is within the City of Stockton's sphere of <br /> influence, a 2035 horizon year for cumulative analysis was used per City guidelines.Tables <br /> IV.B-1 and IV.B-2 provide a brief description of LOS for each category. <br />
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