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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 Environmental Impact Report Page IV.B-10 <br /> Forward Inc. Landfill Expansion <br /> R' <br /> R: to LOS B at two of the study intersections, and to LOS C at other two intersections,but all <br /> would remain at an acceptable level of service. The traffic control devices assumed under EPAP <br /> + conditions are the same as in the Existing Condition. Detailed intersection operation <br /> calculations are presented in Appendix C. <br /> sTable IV.B-6 <br /> EXISTING PLUS APPROVED PROJECTS <br /> PEAK HOUR INTERSECTION OPERATIONS <br /> EPAP Conditions <br /> Weekday AM Peak Hour Weekday PM Peak Hour <br /> Intersection Control LOS Delay LOS Delay <br /> (in seconds) (in seconds) <br /> a 1. Austin Signal B 10.4 B 14.4 <br /> Rd./Mariposa Rd. <br /> . Austin All- <br /> Rd./Arch Rd. Way C 15.7 C 20.1 <br /> Stop <br /> . Austin Rd./ Minor By App B (EB) App Del=13.7 By App B (EB) App Del= 119 <br /> orward driveway Stop Overall=B Avg Del= 1.3 Overall =B Avg Del= 0.6 <br /> 4. Austin Rd./ C 15.5 C 17.9 <br /> All- <br /> French Camp Rd. WayStop <br /> E <br /> } <br /> Notes: <br /> Level of Service based on worst approach delay for two-way stop controlled intersections and <br /> average delay for all-way stop-controlled and Signalized intersections. <br /> Minor Stop=Stop sign-controlled. Only the minor street stops. <br /> App=Approach,Avg=Average <br /> Impacts <br /> Traffic impacts are typically assessed by evaluating the effects of a proposed project on the <br /> transportation circulation system's ability to accommodate expected traffic levels. The <br /> assessment focuses on determining whether the transportation system has sufficient capacity to <br /> serve expected traffic. This traffic study focuses on the operation of intersections considered <br /> most likely to be adversely affected by the proposed project. Cumulative impacts,which would <br /> be those resulting from the combined effects of existing conditions, approved projects,the <br /> proposed project, and other likely future projects, also are addressed. <br /> Standards of Significance <br /> This section describes the thresholds of significance applied in this traffic study. The object of <br /> Fthe thresholds is to clearly identify the significance of project-related impacts, distinguishing <br /> i project-related impacts from the effects of background traffic conditions. In general, San <br /> Joaquin County policy identifies a significant traffic impact at an intersection when the traffic <br /> a F* <br /> F <br />
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