700 W Secondary Rd MAPLE AVENUE
01/01/2018 thru 12/31/2018 Total Count: 7380 County: Fresno Include State Highways cases Report Run On: 02/25/2020
Primary Rd NORTH AVENUE Distance (ft) 0 Direction Secondary Rd LOCAN AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20180913 Time 0720 Day THU Primary Collision Factor UNKNOWN Violation Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20180919 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1 DRVR 75 M H HNBD RGT TURN W G 2533 FRHT 2013 - 3 N - M G 2 DRVR 33 F H HNBD PROC ST W A 0100 HOND 2014 - 3 N - M G Primary Rd NORTH AVENUE Distance (ft) DirectionPrimary Rd NORTH AVENUE Distance (ft) 700 Direction W Secondary Rd MAPLE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20181024 Time 0920 Day WED Primary Collision Factor IMPROP PASS Violation 21755 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20181024 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 19 M H HNBD PASSING E A 0100 NISS 2007 - 3 N - M G 2 DRVR 24 M H HNBD RGT TURN E G 2531 FRHT 2013 - 3 N - M G Primary Rd NORTH AVENUE Distance (ft) 1700 Direction E Secondary Rd MCCALL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20180216 Time 0825 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20180226 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 998 - IMP UNK IMP UNK PROC ST W A 0100 HONDA 2000 - 3 N - L B Primary Rd NORTH AVENUE Distance (ft) 1000 Direction E Secondary Rd MCCALL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 015986 Collision Date 20180519 Time 1320 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180525 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 26 F H HNBD UNS TURN E A 0100 BMW 2006 - 3 N - L G DRVR POSSIBL 26 F 1 0 L G Primary Rd NORTH AVENUE Distance (ft) 2640 Direction E Secondary Rd MCCALL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20181031 Time 1255 Day WED Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20181101 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 29 F H HNBD PROC ST W A 0100 NISS 2009 - 3 N - M G 2 DRVR 63 M W HNBD STOPPED W D 2200 FORD 2008 - 3 N - M G
0 Secondary Rd NORTH AVE
0 Secondary Rd NORTH AVE
PEACH AVE Distance (ft) Direction
01/01/2018 thru 12/31/2018 Total Count: 7380 County: Fresno Include State Highways cases Report Run On: 02/25/2020
Primary Rd PEACH AVE Distance (ft) 430 Direction S Secondary Rd JENSEN AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020450 Collision Date 20181204 Time 1710 Day TUE Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20181212 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 26 M A HNBD PROC ST N A 0100 HOND 2017 - 3 N - M G 2 DRVR 50 F W HNBD PROC ST N A 0100 HYUN 2014 - 3 N - M G 3 DRVR 32 F H HNBD STOPPED N A 0800 FORD 2005 - 3 N - M G Primary Rdry Rd PEACH AVE Distance (ft) 0 Direction Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 019895 Collision Date 20180504 Time 2035 Day FRI Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180509 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 41 M H HNBD PROC ST S D 2200 CHEV 1995 - 3 N - M G PASS POSSIBL 51 M 3 0 M G 2 DRVR 46 F H HNBD PROC ST W D 2200 CHEV 1986 - 3 N - M G Primary Rd PEACH AVE Distance (ft) DirectionPrimary Rd PEACH AVE Distance (ft) 0 Direction Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020586 Collision Date 20180717 Time 0458 Day TUE Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180723 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 26 F H HNBD PROC ST N A 0100 NISS 2017 - 3 N - L G DRVR POSSIBL 26 F 1 0 L G 2 DRVR 61 M H HNBD PROC ST E A 0100 FORD 2003 - 3 N - L G Primary Rd PEACH AVE Distance (ft) 76 Direction N Secondary Rd TULARE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 015890 Collision Date 20180730 Time 1830 Day MON Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20180809 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 998 - IMP UNK IMP UNK PROC ST N A 0100 HYUN - 3 N - B B 2 DRVR 23 M W HNBD PROC ST N D 2200 TOYT 2015 - 3 N - M G Primary Rd PEACH AVE. Distance (ft) 0 Direction Secondary Rd KAMM AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 018609 Collision Date 20180419 Time 1250 Day THU Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away? Y Process Date 20180427 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 21 M H HNBD PROC ST N A 0100 NISS 1993 - 3 N - L G DRVR POSSIBL 21 M 1 0 L G PASS POSSIBL 23 M 3 0 P G
2 DRVR 25 M H HNBD LFT TURN N M 4646 NEW H 2017 - 3 N - P P DRVR POSSIBL 25 M 1 0 P P
0 Secondary Rd NORTH AVENUE
0 Secondary Rd NORTH AVENUE
01/01/2018 thru 12/31/2018 Total Count: 7380 County: Fresno Include State Highways cases Report Run On: 02/25/2020
Primary Rd PEACH AVENUE Distance (ft) 0 Direction Secondary Rd BELMONT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 015095 Collision Date 20180528 Time 1015 Day MON Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20180531 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 998 - IMP UNK IMP UNK PROC ST S E 2235 - - 3 N - - B 2 DRVR 71 F H HNBD PROC ST E D 2200 TOYT 2006 - 3 N - M G Primary Rd PEACH AVENUE Distance (ft) 0 Direction Secondary Rd BELMONT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020078 Collision Date 20180812 Time 1448 Day SUN Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180822 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 59 F A HNBD PROC ST N A 0700 HOND 2015 - 3 N - L G 2 DRVR 66 M O HNBD PROC ST E D 2200 TOYT 2000 - 3 N - L G DRVR POSSIBL 66 M 1 0 L G Primary Rd PEACH AVENUE Distance (ft) 102 Direction S Secondary Rd GRANT AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat 034 Type 3 CalTrans Badge 020540 Collision Date 20180928 Time 0400 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20181004 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 23 F H HNBD PROC ST N A 0100 NISS 2011 - 3 N - L G Primary Rd PEACH AVENUE Distance (ft) DirectionPrimary Rd PEACH AVENUE Distance (ft) 0 Direction Secondary Rd NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 014363 Collision Date 20180426 Time 1030 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180504 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 51 M W HNBD PROC ST S D 2200 NISSA 2018 - 3 N - M G 2 DRVR 57 M H HNBD PROC ST W D 2200 CHEV 1993 - 3 N - M G DRVR POSSIBL 57 M 1 0 M G Primary Rd PEACH AVENUE Distance (ft) DirectionPrimary Rd PEACH AVENUE Distance (ft) 0 Direction Secondary Rd NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20180510 Time 1255 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180515 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 78 M A HNBD PROC ST N A 0100 MITS 2001 - 3 N - M G DRVR POSSIBL 78 M 1 0 M G 2 DRVR 61 M W HNBD PROC ST W G 2531 INTE 2019 - 3 N - M G
0 Secondary Rd NORTH AVENUE
1000 Secondary Rd NORTH AVENUE
0 Secondary Rd NORTH AVENUE
Primary Rd PEACH AVENUE Distance (ft) DirectionPrimary Rd PEACH AVENUE Distance (ft) 0 Direction Secondary Rd 01/01/2018 thru 12/31/2018 Total Count: 7380 County: Fresno Include State Highways cases Report Run On: 02/25/2020
NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20180523 Time 1230 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20180525 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 28 F H HNBD PROC ST N A 0100 NISS 2015 - 3 N - L G DRVR MINOR 28 F 1 0 L G 2 DRVR 52 F W HNBD PROC ST W A 0700 HONDA 2008 - 3 N - L G DRVR MINOR 52 F 1 0 L G Primary Rd PEACH AVENUE Distance (ft) Direction N NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20180822 Time 1220 Day WED Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20180823 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 18 M O HNBD UNS TURN N A 0100 HONDA 2002 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEACH AVENUE Distance (ft) 1000 Direction N Secondary Rd NORTH AVENUE Primary Rd PEACH AVENUE Distance (ft) DirectionPrimary Rd PEACH AVENUE Distance (ft) 0 Direction Secondary Rd NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020871 Collision Date 20181219 Time 1940 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20181226 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 41 F H HNBD PROC ST S A 0100 CHEV 2013 - 3 N - M G DRVR POSSIBL 41 F 1 0 M G 2 DRVR 60 M H HNBD PROC ST E F 2600 INTE 2017 - 3 N - M G Primary Rd PEACH AVENUE Distance (ft) 40 Direction S Secondary Rd GRANT AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City NORTHBOUNDUNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 018609 Collision Date 20180223 Time 1413 Day FRI Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20180307 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP 1F DRVR 57 M W HNBD PROC ST N A 0700 CHEV 2004 - 3 N - L G 2 DRVR 51 F H HNBD STOPPED N A 0700 TOYT 2015 - 3 N - M G Ejected
Primary Rd PEARL ST Distance (ft) 136 Direction S Secondary Rd FLORENCE AV NCIC 1013 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Sanger County Fresno Population 3 Rpt Dist 1013 Beat 003 Type 0 CalTrans Badge M147 Collision Date 20180504 Time 1627 Day FRI Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20180720 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP 1F DRVR 44 M H HBD-UI RGT TURN S A 0700 GMC 2003 - 3 A 23152 N M B Ejected
WILLOW AVE 108 S Secondary Rd NORTH AVE
01/01/2018 thru 12/31/2018 Total Count: 7380 County: Fresno Include State Highways cases Report Run On: 02/25/2020
Primary Rd WILLOW AVE Distance (ft) 990 Direction S Secondary Rd MOUNTAIN VIEW NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 020078 Collision Date 20180504 Time 1705 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20180509 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 998 - IMP UNK IMP UNK UNS TURN N - 9900 - - 3 N - B B 2 DRVR 50 F W HNBD SLOWING S D 2200 CHEV 2005 - 3 N - M G Primary Rd Distance (ft) DirectionPrimary Rd WILLOW AVE Distance (ft) 108 Direction S Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020481 Collision Date 20180514 Time 2140 Day MON Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20180525 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 34 M H HBD-UI PROC ST N A 0700 FORD 1996 - 3 A 22107 - L G DRVR SERIOUS 34 M 1 1 L H 2 DRVR 43 M H HNBD PROC ST S D 2200 CHEV 2002 - 3 N - M G Primary Rd WILLOW AVE Distance (ft) 87 Direction S Secondary Rd SHEPHERD AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021247 Collision Date 20181019 Time 1622 Day FRI Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20181024 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 28 F O HNBD CHANG LN S A 0700 CHEV 2018 - 3 N - M G 2 DRVR 70 M W HNBD PROC ST S A 0100 FORD 2000 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd WILLOW AVE Distance (ft) 300 Direction S Secondary Rd SHEPHERD AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 015179 Collision Date 20181128 Time 1210 Day WED Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20181207 Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 21 M O HNBD CHANG LN S A 0100 TOYO 2010 - 3 N - M G 2 DRVR 26 M O HNBD PROC ST S A 0100 DODG 2008 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd WILLOW AVE Distance (ft) 105 Direction N Secondary Rd TRUMAN AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat 901 Type 4 CalTrans Badge 020078 Collision Date 20180209 Time 1442 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20180221 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 1 Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F BICY 63 M W HNBD UNS TURN W L 0400 SCHWI - 3 N - - V BICY MINOR 63 M 1 1 - V 2 DRVR 27 F H HNBD PROC ST N H 1300 BLUB 2011 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
CHESTNUT AVE 500. Secondary Rd NORTH AVE
CHESTNUT AVE 40.0 S Secondary Rd NORTH AVE
CHESTNUT AVE 0.00 Secondary Rd NORTH AVE
CHESTNUT AVE 0.00 Secondary Rd NORTH AVENUE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd Distance (ft) Direction N NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020095 Collision Date 20190102 Time 1800 Day WED Primary Collision Factor NOT DRIVER Violation Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190110 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithANIMAL Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 40 F H HNBD PROC ST N A 0100 VOLK 2017 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CHESTNUT AVE Distance (ft) 500. Direction N Secondary Rd NORTH AVE Primary Rd Distance (ft) DirectionPrimary Rd CHESTNUT AVE Distance (ft) 40.0 Direction S Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 018926 Collision Date 20190831 Time 0955 Day SAT Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190906 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Victim Info
Sex Seat Pos Safety EQUIP Ejected
1F DRVR 40 M W HNBD CHANG LN S A 0800 DODG 2018 - 3 N - M G 2 DRVR 18 F H HNBD PROC ST S A 0100 DODG 2018 - 3 N - M G Primary Rd Distance (ft) DirectionPrimary Rd CHESTNUT AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020193 Collision Date 20191121 Time 0445 Day THU Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191203 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Victim Info
Sex Seat Pos Safety EQUIP Ejected
1 DRVR 20 M H HNBD PROC ST S A 0100 CHEV 2014 - 3 N - L G 2 DRVR 21 F H HNBD LFT TURN N A 0100 HONDA 2019 - 3 N - L G Primary Rd Distance (ft) Direction NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20190305 Time 0530 Day TUE Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 4 Tow Away? Y Process Date 20190308 Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 54 M H HNBD PROC ST S A 0100 HONDA 2001 - 3 N - L G DRVR POSSIBL 54 M 1 0 L G PASS POSSIBL 29 M 3 0 L G
PASS POSSIBL 39 M 6 0 P G
2 DRVR 25 F B HNBD PROC ST W A 0100 HONDA 2018 - 3 N - L G DRVR MINOR 25 F 1 0 L G 3 DRVR 69 M H HNBD PROC ST E G 2531 PTRB 2011 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CHESTNUT AVE Distance (ft) 180. Direction N Secondary Rd OLIVE AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist 2462 Beat 00D Type 0 CalTrans Badge P1899 Collision Date 20191201 Time 0217 Day SUN Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191230 Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 FLOODED Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 25 F H HNBD CHANG LN N A 0100 AUDI 2006 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
ary Rd CHESTNUT AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVENUE
CHESTNUT AVENUE 1150 Secondary Rd NORTH AVENUE
CHESTNUT AVENUE 685. S Secondary Rd NORTH AVENUE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd CHESTNUT AVENUE Distance (ft) 0.00 Direction Secondary Rd LINCOLN AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 020837 Collision Date 20190526 Time 2040 Day SUN Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190606 Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 34 M H HBD-UI PROC ST E A 0100 KIA 2016 - 3 N - M G 2 DRVR 47 M H HNBD PROC ST S A 0100 SATU 2008 - 3 N - L G Primary Rd CHESTNUT AVENUE Distance (ft) 38.0 Direction N Secondary Rd MOUNTAIN VIEW NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 014363 Collision Date 20191210 Time 0934 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191217 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 28 F H HNBD LFT TURN E A 0100 CHEV 2016 - 3 N - M G Primary Rd CHESTNUT AVENUE Distance (ft) 0.00 Direction Secondary Rd MUSCAT AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021165 Collision Date 20191127 Time 1710 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191210 Weather1 CLEAR Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 44 M H HNBD PROC ST W D 2200 TOYO 2006 - 3 N - M G 2 DRVR 60 M H HNBD PROC ST S D 2200 TOYO 2003 - 3 N - M G NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20190221 Time 1130 Day THU Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190226 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Primary Rd Distance (ft) Direction NPrimary Rd CHESTNUT AVENUE Distance (ft) 1150 Direction N Secondary Rd Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 47 M H HNBD OTHER S D 2200 CHEVR 2005 - 3 N - M G 2 DRVR 54 M H HNBD PROC ST N D 2200 NISSA 2002 - 3 N - M G DRVR POSSIBL 54 M 1 0 M G NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20190408 Time 0820 Day MON Primary Collision Factor IMPROP PASS Violation 21755 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190416 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Primary Rd Distance (ft) DirectionPrimary Rd CHESTNUT AVENUE Distance (ft) 685. Direction S Secondary Rd Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Victim Info
Sex Seat Pos Safety EQUIP Ejected
1F DRVR 36 F H HNBD PASSING N A 0100 MERB 2011 - 3 N - M G 2 DRVR 29 M O HNBD RGT TURN N G 2731 VOLVO 2013 - 3 N - P G
CHESTNUT AVENUE
S/B
670. Secondary Rd NORTH AVENUE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd CHESTNUT AVENUE Distance (ft) 1500 Direction S Secondary Rd JENSEN AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy (SOUTHBOUND)City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20191210 Time 0610 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191217 Weather1 FOG Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 44 M H HNBD UNS TURN S A 0800 CHEV 2002 - 3 N - L G Primary Rd CHESTNUT AVENUE Distance (ft) 50.0 Direction S Secondary Rd ARNOLD WAY NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy N/BCity UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020824 Collision Date 20190125 Time 1540 Day FRI Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190131 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 43 M H HNBD PROC ST N D 2200 FORD 2017 - 3 N - M G 2 DRVR 28 F H HNBD SLOWING N A 0100 HONDA 2003 - 3 N - M G Primary Rd Distance (ft) Direction N
City UNINCORP. County Fresno Population 9 Rpt Dist
Primary Rd CHESTNUT AVENUE Distance (ft) 670. Direction N Secondary Rd S/BCORPS/BUNINCORP.S/B
NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20190212 Time 1236 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190215 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 26 M H HNBD UNS TURN S A 0100 TOYOT 2002 - 3 N - M G DRVR POSSIBL 26 M 1 0 M G Primary Rd CHESTNUT AVENUE Distance (ft) 688. Direction N Secondary Rd MUSCAT AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City SOUTHBOUNDUNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021031 Collision Date 20191212 Time 1910 Day THU Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191224 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 28 M H HBD-UI PROC ST S A 0100 HYUN 2009 - 3 A 22350 - L G 2 DRVR 54 M H HNBD PROC ST S G 2531 FREI 2019 - 3 N - P G 3 DRVR 32 M H HNBD PROC ST N A 0700 JEEP 2011 - 3 N - M G 4 DRVR 47 M H HNBD PROC ST N A 0100 FORD 1999 - 3 N - M G Primary Rd CHUCKWAGON RD Distance (ft) 225. Direction W Secondary Rd BUTTERNUT LN NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 060 Type 3 CalTrans Badge 016270 Collision Date 20190814 Time 1000 Day WED Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190826 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 24 M W HNBD UNS TURN W D 2200 CHEVR 1994 - 3 N - M G PASS POSSIBL 17 M 3 0 M G
400. Secondary Rd CHESTNUT AVE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd NORTH AV Distance (ft) 0.00 Direction Secondary Rd SANGER AV NCIC 1013 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Sanger County Fresno Population 3 Rpt Dist Beat M03 Type 0 CalTrans Badge M158 Collision Date 20191205 Time 1800 Day THU Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20200309 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 18 F H HNBD PROC ST W A 0100 HONDA 2000 - 3 N - L G 2 DRVR 33 M H HNBD LFT TURN N A 0100 MAZDA 2015 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd NORTH AVE Distance (ft) 21.0 Direction E Secondary Rd ANGUS ST NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat Type 0 CalTrans Badge P876 Collision Date 20191104 Time 1211 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191107 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 50 F W HNBD PROC ST E D 2200 FORD 2012 - 3 N - M G 2 PRKD 998 - PARKED E D 2200 FORD 2019 - 3 N - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd NORTH AVE Distance (ft) 60.0 Direction E Secondary Rd ARMSTRONG AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018865 Collision Date 20190921 Time 0720 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190927 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 45 F O HNBD UNS TURN E A 0100 NISS 2015 - 3 E - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd NORTH AVE Distance (ft) Direction E NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 017310 Collision Date 20190406 Time 0845 Day SAT Primary Collision Factor IMPROP PASS Violation 21750A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190422 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 29 M H HNBD PASSING E A 0100 HONDA 2001 - 3 N - M G 2 DRVR 33 F A HNBD LFT TURN E A 0700 HONDA 2016 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd NORTH AVE Distance (ft) 275. Direction W Secondary Rd CLARA AVE (E) NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat Type 0 CalTrans Badge P1601 Collision Date 20191017 Time 1510 Day THU Primary Collision Factor IMPROP PASS Violation 21750 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20200110 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - HNBD PROC ST - I 1900 - - 3 N - - -
2 PRKD 998 - PARKED - A 0100 HONDA 2006 - 3 N - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
ry Rd NORTH AVE Distance (ft) 400. Direction E Secondary Rd CHESTNUT AVE
NORTH AVE 0.00 Secondary Rd PEACH AVE
500. Secondary Rd PEACH AVE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd NORTH AVE Distance (ft) 175. Direction W Secondary Rd LILY AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020586 Collision Date 20190401 Time 0350 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190405 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN W A 0100 HOND 2006 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd NORTH AVE Distance (ft) 0.00 Direction Secondary Rd MCCALL AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 019610 Collision Date 20191106 Time 1332 Day WED Primary Collision Factor IMPROP PASS Violation 21755 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191115 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 71 M H HNBD RGT TURN W A 0100 HYUN 2012 - 3 N - M G 2 DRVR 28 M H HNBD RGT TURN W G 2635 FRHT 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd Distance (ft) Direction NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021119 Collision Date 20190128 Time 0715 Day MON Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190131 Weather1 FOG Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 F A IMP UNK IMP UNK LFT TURN E A 0100 MERB - 3 N - B B 2 DRVR 41 M H HNBD PROC ST W D 2200 TOYOT 1991 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
ry Rd NORTH AVE Distance (ft) 0.00 Direction Secondary Rd PEACH AVE Primary Rd NORTH AVE Distance (ft) Direction EPrimary Rd NORTH AVE Distance (ft) 500. Direction E Secondary Rd PEACH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021119 Collision Date 20190429 Time 1325 Day MON Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190506 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Victim Info
Sex Seat Pos Safety EQUIP Ejected
1F DRVR 50 F H HNBD ENT TRAF S A 0700 NISSA 2016 - 3 N - L G 2 DRVR 51 M W HNBD PROC ST W D 2200 FORD 2018 - 3 N - M G Primary Rd NORTH AVE Distance (ft) 20.0 Direction W Secondary Rd SR-41 S/B NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 015 Type 3 CalTrans Badge 017166 Collision Date 20190701 Time 0820 Day MON Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190709 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 26 M H HNBD PROC ST E D 2200 FRHT 2018 - 3 N - M G 2 DRVR 21 F H HNBD STOPPED E A 0100 VOLKS 2002 - 3 N - M G
30.0 W Secondary Rd CHESTNUT
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd NORTH AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat 034 Type 3 CalTrans Badge 021119 Collision Date 20190405 Time 1325 Day FRI Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190409 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 38 F H HNBD PROC ST S D 2200 FORD 2009 - 3 N - L G 2 DRVR 25 M H HNBD PROC ST W A 0700 HONDA 2005 - 3 N - L G Primary Rd NORTH AVE Distance (ft) 1012 Direction W Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021148 Collision Date 20190615 Time 0200 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190621 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 998 - IMP UNK IMP UNK UNS TURN W A 0100 NISS 2014 - 3 N - L B Primary Rd NORTH AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018892 Collision Date 20190812 Time 1617 Day MON Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190829 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 43 M W HNBD LFT TURN E D 2200 CHEV 2019 - 3 N - M G 2 DRVR 55 M H HBD-UI PROC ST W A 0700 GMC 2005 - 3 N - L G Primary Rd NORTH AVENUE Distance (ft) 0.00 Direction Secondary Rd CEDAR AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat 034 Type 3 CalTrans Badge 020064 Collision Date 20191028 Time 0225 Day MON Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191105 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT FNCT Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 34 M H HBD-UI PROC ST E A 0100 MERZ 2013 - 3 A 21457 - M G 2 DRVR 22 M H HNBD PROC ST N A 0100 HONDA 1998 - 3 N - M G CHESTNUT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020871 Collision Date 20190307 Time 1315 Day THU Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190313 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Primary Rd NORTH AVENUE Distance (ft) DirectionPrimary Rd NORTH AVENUE Distance (ft) 30.0 Direction W Secondary Rd Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Victim Info
Sex Seat Pos Safety EQUIP Ejected
1F DRVR 998 - HNBD BACKING E F 2600 - - 3 N - B B
2 DRVR 20 F H HNBD PROC ST E A 0100 TOYO 2017 - 3 N - M G
0.00 Secondary RdPrimary Rd NORTH AVENUE Distance (ft) Direction CHESTNUTPrimary Rd NORTH AVENUE Distance (ft) 0.00 Direction Secondary Rd CHESTNUT 01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20191218 Time 0945 Day WED Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191220 Weather1 CLEAR Weather2 CLOUDY Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Victim Info
Sex Seat Pos Safety EQUIP Ejected
1F DRVR 45 M O HNBD PROC ST E A 0800 CHRY 2001 - 3 N - M G 2 DRVR 59 M H HNBD PROC ST S D 2200 CHEV 2013 - 3 N - L G Primary Rd NORTH AVENUE Distance (ft) 1300 Direction E Secondary Rd DEL REY AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 019451 Collision Date 20190113 Time 1153 Day SUN Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190118 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 51 M O HNBD UNS TURN E A 0100 HOND 2007 - 3 N - L G 2 PRKD 998 - PARKED E D 2200 TOYO 2005 - - - - - -
3 PRKD 998 - PARKED E A 0100 TOYO 1995 - - - - - -
Primary Rd NORTH AVENUE Distance (ft) 3168 Direction W Secondary Rd DICKENSON AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 015 Type 3 CalTrans Badge 021148 Collision Date 20190903 Time 0200 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190913 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 27 M H HNBD UNS TURN E D 2200 GMC 2005 - 3 N - M G Primary Rd NORTH AVENUE Distance (ft) 0.00 Direction Secondary Rd ELM AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 015 Type 3 CalTrans Badge 019113 Collision Date 20190812 Time 1100 Day MON Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190820 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 22 F H HNBD PROC ST E A 0100 TOYO 2017 - 3 N - L G 2 DRVR 75 M H HNBD PROC ST S A 0800 CHEV 1995 - 3 N - M G 3 DRVR 41 F H HNBD RGT TURN N A 0700 CHEV 2008 - 3 N - M G Primary Rd NORTH AVENUE Distance (ft) 200. Direction W Secondary Rd HOWARD AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 015 Type 3 CalTrans Badge 020854 Collision Date 20190803 Time 2500 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190812 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DUSK/DAWNPed Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 998 - IMP UNK IMP UNK UNS TURN W D 2200 GMC 1998 - 3 N - M B
0.00 Secondary Rd MAPLE AVENUE
124. W Secondary Rd PEACH AVENUE
130. Secondary Rd PEACH AVENUE
0.00 Secondary Rd PEACH AVENUE
NORTH AVENUE Distance (ft) Direction
NORTH AVENUE Distance (ft) Direction
NORTH AVENUE Distance (ft) Direction
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rdry Rd NORTH AVENUE Distance (ft) 0.00 Direction Secondary Rd MAPLE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020019 Collision Date 20190225 Time 1522 Day MON Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190227 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 26 M H HNBD LFT TURN W A 0100 HOND 2000 - 3 N - L G 2 DRVR 34 F H HNBD PROC ST E A 0700 FORD 2018 - 3 N - L G Primary Rd NORTH AVENUE Distance (ft) 1000 Direction E Secondary Rd MCCALL AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20191204 Time 1110 Day WED Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20191212 Weather1 CLOUDY Weather2 RAINING Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 32 M H HBD-NUI U-TURN E A 0700 JEEP 2012 - 3 N - M G 2 DRVR 34 M H HNBD PROC ST W A 0100 FORD 2008 - 3 N - M G DRVR POSSIBL 34 M 1 0 M G Primary Rdry Rd NORTH AVENUE Distance (ft) 124. Direction W Secondary Rd PEACH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020450 Collision Date 20190113 Time 0128 Day SUN Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190123 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithPKD MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 25 M H HBD-UI PROC ST E A 0100 CHEV 2006 - 3 A 22350 I L G 2 PRKD 998 - PARKED E J 4800 FORD 2013 - 3 I - - -
Primary Rd NORTH AVENUE Distance (ft) Direction EPrimary Rd NORTH AVENUE Distance (ft) 130. Direction E Secondary Rd PEACH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020019 Collision Date 20190725 Time 0630 Day THU Primary Collision Factor IMPROP TURN Violation 22107 Collision Type OVERTURNED Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20190801 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithNON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F BICY 19 M H HNBD UNS TURN W L 0400 BONT 2014 - 3 N - - V BICY MINOR 19 M 1 1 - V Primary Rdry Rd NORTH AVENUE Distance (ft) 0.00 Direction Secondary Rd PEACH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020837 Collision Date 20190810 Time 2045 Day SAT Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 4 Tow Away? N Process Date 20190819 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 54 M W HNBD PROC ST N D 2200 TOYT 2017 - 3 N - M G DRVR POSSIBL 54 M 1 0 M G 2 DRVR 52 M H HNBD PROC ST W A 0100 HOND 1999 - 3 N - M G DRVR POSSIBL 52 M 1 0 M G PASS POSSIBL 46 F 3 0 M G
3 DRVR 37 F W HNBD STOPPED S A 0100 DODG 2011 - 3 N - L G DRVR MINOR 37 F 1 0 L G
Primary Rd NORTH AVENUE 90.0 Secondary Rd PEACH AVENUEDistance (ft) Direction EPrimary Rd NORTH AVENUE Distance (ft) 90.0 Direction E Secondary Rd 01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
PEACH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20191009 Time 0600 Day WED Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191017 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 48 M H HNBD U-TURN E A 0800 FORD 2000 - 3 N - M G 2 DRVR 25 F H HNBD PROC ST W A 0100 TOYOT 2016 - 3 N - M G Primary Rd NORTH AVENUE Distance (ft) 1266 Direction W Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20190215 Time 0733 Day FRI Primary Collision Factor TOO CLOSE Violation 21703 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20190226 Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 53 M H HNBD PROC ST W A 0100 FORD 1998 - 3 N - L G DRVR POSSIBL 53 M 1 0 L G 2 DRVR 58 F H HNBD LFT TURN W A 0100 FORD 2006 - 3 N - M G DRVR SERIOUS 58 F 1 0 M G Primary Rd NORTH AVENUE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020824 Collision Date 20191124 Time 1425 Day SUN Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away? Y Process Date 20191205 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 55 M H HNBD PROC ST S A 0100 LEXUS 2013 - 3 N - L G DRVR POSSIBL 55 M 1 0 L G PASS POSSIBL 50 F 3 0 L G
2 DRVR 58 F W HNBD PROC ST W A 0700 CHEVR 1995 - 3 N - L G DRVR POSSIBL 58 F 1 0 L G Primary Rd NORTH BRAWLEY Distance (ft) 134. Direction S Secondary Rd WEST FRANKLIN NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City AVENUE (600UNINCORP. County Fresno Population 9 Rpt Dist Beat 011 Type 2 CalTrans Badge 019856 Collision Date 20190910 Time 0715 Day TUE BLOCK)Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 4 Tow Away? Y Process Date 20190920 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 23 M A HBD-UI OPPOS LN S A 0100 FORD 2011 - 2 A 21650 - L G DRVR MINOR 23 M 1 0 L G 2 DRVR 21 M W HNBD PROC ST N D 2200 DODG 2008 - 2 N - M G DRVR POSSIBL 21 M 1 0 M G PASS POSSIBL 53 M 3 0 M G
3 DRVR 51 F W HNBD PROC ST N A 0100 TOYT 2015 - 2 N - L G DRVR MINOR 51 F 1 0 L G Primary Rd NORTH CHESTNUT Distance (ft) 111. Direction S Secondary Rd 180 FRWY OFF NCIC 1005 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat Type 0 CalTrans Badge P803 Collision Date 20191201 Time 1100 Day SUN Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20200217 Weather1 CLEAR Weather2 RAINING Rdwy Surface SLIPPERY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 18 F A HNBD PROC ST S A 0100 HONDA 2006 - - N - M E
0.00 Secondary Rd NORTH AVE
0.00 Secondary Rd NORTH AVE
0.00 Secondary Rd NORTH AVE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd PEACH AVE Distance (ft) 0.00 Direction Secondary Rd HEDGES AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00B Type 0 CalTrans Badge P1640 Collision Date 20191226 Time 1700 Day THU Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191230 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - B IMP UNK IMP UNK LFT TURN E A 0100 KIA 2013 - 3 N - L - 2 DRVR 36 M H HNBD LFT TURN E A 0100 MERCU 1992 - 3 N - M G 3 DRVR 29 M H HNBD PROC ST N A 0100 FORD 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEACH AVE Distance (ft) 1800 Direction N Secondary Rd KAMM AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 020122 Collision Date 20190226 Time 1549 Day TUE Primary Collision Factor UNKNOWN Violation Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190228 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 56 M W HNBD PROC ST S D 2200 FORD 2013 - 3 N - M G 2 DRVR 51 M W HNBD PROC ST N D 2200 FORD 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEACH AVE Distance (ft) Direction NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021148 Collision Date 20190113 Time 0120 Day SUN Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190313 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 31 M O HNBD PROC ST S A 0100 HONDA 2013 - 3 A 24002 - M G 2 DRVR 36 M O HNBD PROC ST W A 0100 NISSA 2014 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEACH AVE Distance (ft) Direction NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018892 Collision Date 20190201 Time 1420 Day FRI Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190208 Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 27 F A HNBD LFT TURN S A 0100 TOYT 2019 - 3 N - L G 2 DRVR 35 M A HNBD PROC ST W A 0700 MERZ 2000 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
ry Rd PEACH AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVE ry Rd PEACH AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVE Primary Rd PEACH AVE Distance (ft) DirectionPrimary Rd PEACH AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 017166 Collision Date 20190217 Time 1103 Day SUN Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20190227 Weather1 CLOUDY Weather2 RAINING Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 50 M H HNBD PROC ST S D 2200 TOYO 1992 - 3 N - L G DRVR POSSIBL 50 M 1 0 L G 2 DRVR 64 M O HNBD PROC ST E A 0100 HYUN 2007 - 3 N - L G DRVR POSSIBL 64 M 1 0 L G
0.00 Secondary Rd NORTH AVENUE
0.00 Secondary Rd NORTH AVENUE
01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
Primary Rd PEACH AVENUE Distance (ft) 225. Direction N Secondary Rd KAMM AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 018746 Collision Date 20190925 Time 1225 Day WED Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20191001 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 36 M H HBD-UI RAN OFF RD N A 0100 NISSA 2015 - 3 A 22107 N M G DRVR SERIOUS 36 M 1 0 M G Primary Rd PEACH AVENUE Distance (ft) 70.0 Direction S Secondary Rd MADISON AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 018746 Collision Date 20190613 Time 0815 Day THU Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190620 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 35 F H HNBD PROC ST N A 0700 JEEP 2007 - 3 N - M G 2 DRVR 51 F H HNBD STOPPED N A 0100 HONDA 2014 - 3 N - M G 3 DRVR 38 F H HNBD STOPPED N A 0700 CHEVY 2001 - 3 N - M G 4 DRVR 27 F W HNBD STOPPED N A 0700 HOND 2016 - 3 N - M G Primary Rd PEACH AVENUE Distance (ft) 0.00 Direction Secondary Rd MADISON AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021165 Collision Date 20191229 Time 1105 Day SUN Primary Collision Factor OTHER HAZ Violation 21208A Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20200107 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F BICY 16 M H HNBD PROC ST N L 0400 CANE 2010 - 3 N - - V BICY POSSIBL 16 M 1 1 - V 2 DRVR 41 M A HNBD RGT TURN E A 0700 HONDA 2013 - 3 A 21802 - L G Primary Rd PEACH AVENUE Distance (ft) DirectionPrimary Rd PEACH AVENUE Distance (ft) 0.00 Direction Secondary Rd NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20190124 Time 0550 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20190201 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 33 M H HNBD PROC ST S A 0100 CHEV 2010 - 3 N - M G DRVR POSSIBL 33 M 1 0 M G 2 DRVR 47 M A HNBD PROC ST W A 0100 HONDA 1996 - 3 N - B G DRVR SERIOUS 47 M 1 0 B G Primary Rd PEACH AVENUE Distance (ft) Direction NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020871 Collision Date 20190716 Time 1505 Day TUE Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away? Y Process Date 20190726 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 20 M H HNBD PROC ST S A 0100 NISS 2015 - 3 N - M G 2 DRVR 26 M A HNBD PROC ST E A 0700 TOYO 2018 - 3 N - M G DRVR POSSIBL 26 M 1 0 L G PASS POSSIBL 61 M 3 0 L G
PASS POSSIBL 54 F 4 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEACH AVENUE Distance (ft) 0.00 Direction Secondary Rd NORTH AVENUE
0.00 Secondary Rd NORTH AVENUEPrimary Rd PEACH AVENUE Distance (ft) DirectionPrimary Rd PEACH AVENUE Distance (ft) 0.00 Direction Secondary Rd 01/01/2019 thru 12/31/2019 Total Count: 7861 County: Fresno Include State Highways cases Report Run On: 10/26/2020
NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20190815 Time 0550 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190823 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Party Info
Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip Victim Info
ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
1F DRVR 35 M A HNBD PROC ST S A 0100 LEXU 2009 - 3 N - M G 2 DRVR 36 F H HNBD PROC ST E A 0700 CHEV 2008 - 3 N - M G DRVR POSSIBL 36 F 1 0 M G Primary Rd PEACH AVENUE Distance (ft) 313. Direction S Secondary Rd WASHINGTON NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020019 Collision Date 20190323 Time 1830 Day SAT Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190326 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 23 M W HNBD PROC ST N A 0100 HOND 2013 - 3 N - L G 2 DRVR 24 F H HNBD SLOWING N A 0100 NISS 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEDERSEN AVE Distance (ft) 1056 Direction N Secondary Rd ADAMS AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 060 Type 3 CalTrans Badge 016507 Collision Date 20190219 Time 1552 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190228 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 1 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 36 M H HNBD UNS TURN E H 1300 BLU 2000 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PENDLETON
STREET
Distance (ft) 0.00 Direction Secondary Rd HENSON STREET NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 020 Type 3 CalTrans Badge 020871 Collision Date 20190713 Time 2110 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20190723 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithPKD MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 26 M B HNBD UNS TURN S C 0200 UNKNO - 3 N - - V DRVR MINOR 26 M 1 0 P V 2 PRKD 998 - PARKED N - 3600 R VIS 2006 - 3 N - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd PEPPERWEED RD Distance (ft) 250. Direction N Secondary Rd KNOLLGLEN LN NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 060 Type 3 CalTrans Badge 020429 Collision Date 20191125 Time 1540 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type OVERTURNED Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191205 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithNON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 38 F W HNBD UNS TURN S A 0700 FORD 2003 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS
APPENDIX F
INTERSECTION ANALYSIS SHEETS
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS Existing Conditions
1: Maple Ave & North Ave Adjusted Existing-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 45 145 1 1 221 64 1 1 1 66 1 58
Future Vol, veh/h 45 145 1 1 221 64 1 1 1 66 1 58
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 15 15 15 15 15 15 15 15 15 15 15 15
Mvmt Flow 49 159 1 1 243 70 1 1 1 73 1 64
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 313 0 0 160 0 0 571 573 160 539 538 278 Stage 1 - ----- 2 5 8 2 5 8 - 2 8 0 2 8 0 -
Stage 2 - ----- 3 1 3 3 1 5 - 2 5 9 2 5 8 -
Critical Hdwy 4.25 - - 4.25 - - 7.25 6.65 6.35 7.25 6.65 6.35 Critical Hdwy Stg 1 - - - - - - 6.25 5.65 - 6.25 5.65 - Critical Hdwy Stg 2 - - - - - - 6.25 5.65 - 6.25 5.65 - Follow-up Hdwy 2.335 - - 2.335 - - 3.635 4.135 3.435 3.635 4.135 3.435 Pot Cap-1 Maneuver 1177 - - 1344 - - 413 412 852 434 432 731 Stage 1 - ----- 7 1 9 6 7 1 - 6 9 9 6 5 6 -
Stage 2 - - ---- 6 7 1 6 3 3 - 7 1 8 6 7 1 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1177 - - 1344 - - 364 394 852 418 413 731 Mov Cap-2 Maneuver - ----- 3 6 4 3 9 4 - 4 1 8 4 1 3 -
Stage 1 - ----- 6 8 9 6 4 3 - 6 7 0 6 5 5 -
Stage 2 - ----- 6 1 1 6 3 2 - 6 8 6 6 4 3 -
Approach EB WB NB SB
HCM Control Delay, s 1.9 0 12.8 14.3
HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR
SBLn1
Capacity (veh/h) 464 1177 - - 1344 - - 522
HCM Lane V/C Ratio 0.007 0.042 - - 0.001 - - 0.263
HCM Control Delay (s) 12.8 8.2 - - 7.7 0 - 14.3
HCM Lane LOS B A - - A A - B
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1
Synchro 11 Report
2: Chestnut Ave & North Ave Adjusted Existing-AM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 99 55 55 172 34 89 197 38 47 279 46 Future Volume (veh/h) 32 99 55 55 172 34 89 197 38 47 279 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 38 118 58 65 205 35 106 235 25 56 332 53 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 170 265 115 190 312 48 151 756 80 98 625 99
Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.09 0.26 0.26 0.06 0.22 0.22 Sat Flow, veh/h 159 986 426 222 1159 179 1612 2935 309 1612 2782 440 Grp Volume(v), veh/h 214 0 0 305 0 0 106 128 132 56 191 194 Grp Sat Flow(s),veh/h/ln 1571 0 0 1560 0 0 1612 1608 1637 1612 1608 1613 Q Serve(g_s), s 0.0 0.0 0.0 2.0 0.0 0.0 2.1 2.1 2.2 1.1 3.5 3.6 Cycle Q Clear(g_c), s 3.7 0.0 0.0 5.8 0.0 0.0 2.1 2.1 2.2 1.1 3.5 3.6 Prop In Lane 0.18 0.27 0.21 0.11 1.00 0.19 1.00 0.27
Lane Grp Cap(c), veh/h 550 0 0 551 0 0 151 414 422 98 361 362 V/C Ratio(X) 0.39 0.00 0.00 0.55 0.00 0.00 0.70 0.31 0.31 0.57 0.53 0.54 Avail Cap(c_a), veh/h 945 0 0 955 0 0 386 1024 1042 328 966 969 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.3 0.0 0.0 11.0 0.0 0.0 14.7 10.0 10.0 15.3 11.4 11.4 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.9 0.0 0.0 5.8 0.4 0.4 5.2 1.2 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.0 1.6 0.0 0.0 0.9 0.6 0.6 0.5 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.7 0.0 0.0 11.8 0.0 0.0 20.5 10.4 10.5 20.5 12.6 12.7 LnGrp LOS B A A B A A C B B C B B
Approach Vol, veh/h 214 305 366 441
Approach Delay, s/veh 10.7 11.8 13.4 13.6
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.0 13.5 13.9 7.1 12.4 13.9
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.8 21.3 18.1 8.0 20.1 18.1 Max Q Clear Time (g_c+I1), s 3.1 4.2 5.7 4.1 5.6 7.8
Green Ext Time (p_c), s 0.0 1.3 1.0 0.1 2.0 1.3
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Adjusted Existing-AM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 221 310 106 280 56 387
v/c Ratio 0.43 0.62 0.36 0.27 0.22 0.46
Control Delay 14.0 19.7 23.5 11.3 22.7 15.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.0 19.7 23.5 11.3 22.7 15.6
Queue Length 50th (ft) 39 69 27 17 14 44
Queue Length 95th (ft) 89 141 67 52 42 75
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 712 701 334 1774 283 1658
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.31 0.44 0.32 0.16 0.20 0.23
Intersection Summary
Synchro 11 Report
3: Willow Ave & North Ave Adjusted Existing-AM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh10.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 69 51 73 190 7 24 17 20 7 30 19
Future Vol, veh/h 11 69 51 73 190 7 24 17 20 7 30 19
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12
Mvmt Flow 14 85 63 90 235 9 30 21 25 9 37 23
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 8.7 11.7 9 8.9
HCM LOS A B A A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 39% 14% 0% 27% 12%
Vol Thru, % 28% 86% 0% 70% 54%
Vol Right, % 33% 0% 100% 3% 34%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 61 80 51 270 56
LT Vol 24 11 0 73 7
Through Vol 17 69 0 190 30
RT Vol 20 0 51 7 19
Lane Flow Rate 75 99 63 333 69
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.11 0.149 0.082 0.446 0.1
Departure Headway (Hd) 5.273 5.442 4.668 4.813 5.224
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 676 657 764 747 682
Service Time 3.333 3.191 2.416 2.854 3.284
HCM Lane V/C Ratio 0.111 0.151 0.082 0.446 0.101
HCM Control Delay 9 9.2 7.8 11.7 8.9
HCM Lane LOS A A A B A
HCM 95th-tile Q 0.4 0.5 0.3 2.3 0.3
Synchro 11 Report
4: Peach Ave & North Ave Adjusted Existing-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 63 14 15 267 12 7 20 7 11 58 39
Future Vol, veh/h 19 63 14 15 267 12 7 20 7 11 58 39
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7
Mvmt Flow 24 80 18 19 338 15 9 25 9 14 73 49
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 353 0 0 98 0 0 582 528 89 538 530 346 Stage 1 - ----- 1 3 7 1 3 7 - 3 8 4 3 8 4 -
Stage 2 - ----- 4 4 5 3 9 1 - 1 5 4 1 4 6 -
Critical Hdwy 4.17 - - 4.17 - - 7.17 6.57 6.27 7.17 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.17 5.57 - 6.17 5.57 - Critical Hdwy Stg 2 - - - - - - 6.17 5.57 - 6.17 5.57 - Follow-up Hdwy 2.263 - - 2.263 - - 3.563 4.063 3.363 3.563 4.063 3.363 Pot Cap-1 Maneuver 1179 - - 1464 - - 417 449 955 446 448 686 Stage 1 - ----- 8 5 4 7 7 4 - 6 2 9 6 0 3 -
Stage 2 - - ---- 5 8 3 5 9 8 - 8 3 7 7 6 7 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1179 - - 1464 - - 327 432 955 410 431 686 Mov Cap-2 Maneuver - ----- 3 2 7 4 3 2 - 4 1 0 4 3 1 -
Stage 1 - ----- 8 3 5 7 5 7 - 6 1 5 5 9 3 -
Stage 2 - ----- 4 6 6 5 8 8 - 7 8 4 7 5 0 -
Approach EB WB NB SB
HCM Control Delay, s 1.6 0.4 13.8 15
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 453 1179 - - 1464 - - 495
HCM Lane V/C Ratio 0.095 0.02 - - 0.013 - - 0.276
HCM Control Delay (s) 13.8 8.1 0 - 7.5 0 - 15
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 1.1
Synchro 11 Report
1: Maple Ave & North Ave Adjusted Existing-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 186 1 3 162 112 1 2 2 86 1 51
Future Vol, veh/h 42 186 1 3 162 112 1 2 2 86 1 51
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 53 235 1 4 205 142 1 3 3 109 1 65
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 347 0 0 236 0 0 659 697 236 629 626 276 Stage 1 - ----- 3 4 2 3 4 2 - 2 8 4 2 8 4 -
Stage 2 - ----- 3 1 7 3 5 5 - 3 4 5 3 4 2 -
Critical Hdwy 4.19 - - 4.19 - - 7.19 6.59 6.29 7.19 6.59 6.29 Critical Hdwy Stg 1 - - - - - - 6.19 5.59 - 6.19 5.59 - Critical Hdwy Stg 2 - - - - - - 6.19 5.59 - 6.19 5.59 - Follow-up Hdwy 2.281 - - 2.281 - - 3.581 4.081 3.381 3.581 4.081 3.381 Pot Cap-1 Maneuver 1174 - - 1291 - - 368 356 786 385 392 746 Stage 1 - ----- 6 5 9 6 2 6 - 7 0 8 6 6 4 -
Stage 2 - - ---- 6 8 0 6 1 7 - 6 5 6 6 2 6 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1174 - - 1291 - - 323 339 786 367 373 746 Mov Cap-2 Maneuver - ----- 3 2 3 3 3 9 - 3 6 7 3 7 3 -
Stage 1 - ----- 6 2 9 5 9 8 - 6 7 6 6 6 1 -
Stage 2 - ----- 6 1 7 6 1 5 - 6 2 2 5 9 8 -
Approach EB WB NB SB
HCM Control Delay, s 1.5 0.1 13.4 17.9
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 433 1174 - - 1291 - - 452
HCM Lane V/C Ratio 0.015 0.045 - - 0.003 - - 0.386
HCM Control Delay (s) 13.4 8.2 - - 7.8 0 - 17.9
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1.8
Synchro 11 Report
2: Chestnut Ave & North Ave Adjusted Existing-PM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 138 124 38 138 62 80 468 52 29 284 36 Future Volume (veh/h) 36 138 124 38 138 62 80 468 52 29 284 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 38 145 91 40 145 47 84 493 48 31 299 36 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 160 237 134 173 287 84 138 878 85 63 723 86
Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.08 0.28 0.28 0.04 0.24 0.24 Sat Flow, veh/h 131 945 535 170 1145 334 1682 3091 300 1682 3020 360 Grp Volume(v), veh/h 274 0 0 232 0 0 84 267 274 31 165 170 Grp Sat Flow(s),veh/h/ln 1612 0 0 1648 0 0 1682 1678 1713 1682 1678 1702 Q Serve(g_s), s 1.0 0.0 0.0 0.0 0.0 0.0 1.6 4.4 4.4 0.6 2.7 2.7 Cycle Q Clear(g_c), s 4.8 0.0 0.0 3.8 0.0 0.0 1.6 4.4 4.4 0.6 2.7 2.7 Prop In Lane 0.14 0.33 0.17 0.20 1.00 0.18 1.00 0.21
Lane Grp Cap(c), veh/h 531 0 0 544 0 0 138 477 486 63 402 408 V/C Ratio(X) 0.52 0.00 0.00 0.43 0.00 0.00 0.61 0.56 0.56 0.49 0.41 0.42 Avail Cap(c_a), veh/h 1123 0 0 1133 0 0 396 1030 1051 313 947 960 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.8 0.0 0.0 10.5 0.0 0.0 14.3 9.8 9.8 15.2 10.3 10.4 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.5 0.0 0.0 4.3 1.0 1.0 5.8 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 0.0 1.1 0.0 0.0 0.6 1.3 1.3 0.3 0.8 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.6 0.0 0.0 11.0 0.0 0.0 18.6 10.9 10.9 21.0 11.0 11.0 LnGrp LOS B A A B A A B B B C B B
Approach Vol, veh/h 274 232 625 366
Approach Delay, s/veh 11.6 11.0 11.9 11.9
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.2 14.1 13.0 6.6 12.6 13.0
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.0 19.8 20.4 7.6 18.2 20.4 Max Q Clear Time (g_c+I1), s 2.6 6.4 6.8 3.6 4.7 5.8
Green Ext Time (p_c), s 0.0 2.8 1.4 0.1 1.6 1.1
Intersection Summary
HCM 6th Ctrl Delay 11.7
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Adjusted Existing-PM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 314 250 84 548 31 337
v/c Ratio 0.60 0.50 0.28 0.47 0.12 0.35
Control Delay 16.7 15.8 23.1 13.1 23.4 14.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.7 15.8 23.1 13.1 23.4 14.0
Queue Length 50th (ft) 51 44 18 37 7 35
Queue Length 95th (ft) 140 117 66 120 33 75
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 877 867 340 1777 269 1616
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.29 0.25 0.31 0.12 0.21
Intersection Summary
Synchro 11 Report
3: Willow Ave & North Ave Adjusted Existing-PM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 189 26 20 93 8 48 43 69 11 17 16
Future Vol, veh/h 22 189 26 20 93 8 48 43 69 11 17 16
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 24 208 29 22 102 9 53 47 76 12 19 18
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 10.6 9.3 9.5 8.6
HCM LOS B A A A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 30% 10% 0% 17% 25%
Vol Thru, % 27% 90% 0% 77% 39%
Vol Right, % 43% 0% 100% 7% 36%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 160 211 26 121 44
LT Vol 48 22 0 20 11
Through Vol 43 189 0 93 17
RT Vol 69 0 26 8 16
Lane Flow Rate 176 232 29 133 48
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.24 0.347 0.037 0.186 0.069
Departure Headway (Hd) 4.913 5.39 4.633 5.044 5.125
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 728 665 768 706 694
Service Time 2.967 3.147 2.389 3.109 3.195
HCM Lane V/C Ratio 0.242 0.349 0.038 0.188 0.069
HCM Control Delay 9.5 11 7.6 9.3 8.6
HCM Lane LOS A B A A A
HCM 95th-tile Q 0.9 1.5 0.1 0.7 0.2
Synchro 11 Report
4: Peach Ave & North Ave Adjusted Existing-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 138 9 7 105 25 9 58 17 22 35 29
Future Vol, veh/h 37 138 9 7 105 25 9 58 17 22 35 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 42 157 10 8 119 28 10 66 19 25 40 33
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 147 0 0 167 0 0 432 409 162 438 400 133 Stage 1 - ----- 2 4 6 2 4 6 - 1 4 9 1 4 9 -
Stage 2 - ----- 1 8 6 1 6 3 - 2 8 9 2 5 1 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1411 - - 1387 - - 527 526 872 522 532 906 Stage 1 - ----- 7 4 9 6 9 5 - 8 4 4 7 6 6 -
Stage 2 - - ---- 8 0 7 7 5 6 - 7 1 0 6 9 2 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1411 - - 1387 - - 464 505 872 446 511 906 Mov Cap-2 Maneuver - ----- 4 6 4 5 0 5 - 4 4 6 5 1 1 -
Stage 1 - ----- 7 2 4 6 7 2 - 8 1 6 7 6 1 -
Stage 2 - ----- 7 3 3 7 5 1 - 6 0 6 6 6 9 -
Approach EB WB NB SB
HCM Control Delay, s 1.5 0.4 13 12.6
HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 546 1411 - - 1387 - - 574
HCM Lane V/C Ratio 0.175 0.03 - - 0.006 - - 0.17
HCM Control Delay (s) 13 7.6 0 - 7.6 0 - 12.6
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.6 0.1 - - 0 - - 0.6
Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS Existing-Plus-Project Conditions
1: Maple Ave & North Ave Existing Plus Project-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 45 195 1 1 228 64 1 1 1 68 1 58
Future Vol, veh/h 45 195 1 1 228 64 1 1 1 68 1 58
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 15 15 15 15 15 15 15 15 15 15 15 15
Mvmt Flow 49 214 1 1 251 70 1 1 1 75 1 64
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 321 0 0 215 0 0 634 636 215 602 601 286 Stage 1 - ----- 3 1 3 3 1 3 - 2 8 8 2 8 8 -
Stage 2 - ----- 3 2 1 3 2 3 - 3 1 4 3 1 3 -
Critical Hdwy 4.25 - - 4.25 - - 7.25 6.65 6.35 7.25 6.65 6.35 Critical Hdwy Stg 1 - - - - - - 6.25 5.65 - 6.25 5.65 - Critical Hdwy Stg 2 - - - - - - 6.25 5.65 - 6.25 5.65 - Follow-up Hdwy 2.335 - - 2.335 - - 3.635 4.135 3.435 3.635 4.135 3.435 Pot Cap-1 Maneuver 1169 - - 1281 - - 374 379 793 393 397 723 Stage 1 - ----- 6 7 1 6 3 4 - 6 9 2 6 5 1 -
Stage 2 - - ---- 6 6 4 6 2 8 - 6 7 0 6 3 4 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1169 - - 1281 - - 329 363 793 379 380 723 Mov Cap-2 Maneuver - ----- 3 2 9 3 6 3 - 3 7 9 3 8 0 -
Stage 1 - ----- 6 4 3 6 0 7 - 6 6 3 6 5 0 -
Stage 2 - ----- 6 0 4 6 2 7 - 6 4 0 6 0 7 -
Approach EB WB NB SB
HCM Control Delay, s 1.5 0 13.5 15.4
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 425 1169 - - 1281 - - 484
HCM Lane V/C Ratio 0.008 0.042 - - 0.001 - - 0.288
HCM Control Delay (s) 13.5 8.2 - - 7.8 0 - 15.4
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1.2
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
2: Chestnut Ave & North Ave Existing Plus Project-AM
HCM 6th Signalized Intersection Summary 02/11/2021
Traffic Volume (veh/h) 32 151 55 55 179 38 89 197 40 76 279 46 Future Volume (veh/h) 32 151 55 55 179 38 89 197 40 76 279 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 38 180 58 65 213 40 106 235 28 90 332 53 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 155 312 92 187 319 54 150 673 79 136 621 98
Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.09 0.23 0.23 0.08 0.22 0.22 Sat Flow, veh/h 125 1135 335 214 1160 198 1612 2897 342 1612 2782 440 Grp Volume(v), veh/h 276 0 0 318 0 0 106 129 134 90 191 194 Grp Sat Flow(s),veh/h/ln 1594 0 0 1572 0 0 1612 1608 1631 1612 1608 1613 Q Serve(g_s), s 0.0 0.0 0.0 1.0 0.0 0.0 2.2 2.3 2.3 1.8 3.5 3.6 Cycle Q Clear(g_c), s 5.0 0.0 0.0 5.9 0.0 0.0 2.2 2.3 2.3 1.8 3.5 3.6 Prop In Lane 0.14 0.21 0.20 0.13 1.00 0.21 1.00 0.27
Lane Grp Cap(c), veh/h 560 0 0 561 0 0 150 373 379 136 359 360 V/C Ratio(X) 0.49 0.00 0.00 0.57 0.00 0.00 0.71 0.35 0.35 0.66 0.53 0.54 Avail Cap(c_a), veh/h 950 0 0 943 0 0 381 1013 1028 324 956 959 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.7 0.0 0.0 11.0 0.0 0.0 14.9 10.8 10.9 15.0 11.6 11.6 Incr Delay (d2), s/veh 0.7 0.0 0.0 0.9 0.0 0.0 5.9 0.6 0.6 5.4 1.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 0.0 1.7 0.0 0.0 0.9 0.7 0.7 0.7 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.4 0.0 0.0 11.9 0.0 0.0 20.8 11.4 11.4 20.4 12.8 12.8 LnGrp LOS B A A B A A C B B C B B
Approach Vol, veh/h 276 318 369 475
Approach Delay, s/veh 11.4 11.9 14.1 14.3
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.9 12.8 14.2 7.2 12.5 14.2
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.8 21.3 18.1 8.0 20.1 18.1 Max Q Clear Time (g_c+I1), s 3.8 4.3 7.0 4.2 5.6 7.9
Green Ext Time (p_c), s 0.0 1.3 1.2 0.1 2.0 1.4
Intersection Summary
HCM 6th Ctrl Delay 13.1
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Existing Plus Project-AM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 283 323 106 283 90 387
v/c Ratio 0.56 0.67 0.40 0.28 0.37 0.49
Control Delay 17.7 22.2 25.1 12.5 25.9 17.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.7 22.2 25.1 12.5 25.9 17.0
Queue Length 50th (ft) 58 73 28 28 24 46
Queue Length 95th (ft) 120 147 67 52 61 75
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 673 648 306 1615 260 1527
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.42 0.50 0.35 0.18 0.35 0.25
Intersection Summary
Synchro 11 Report
3: Willow Ave & North Ave Existing Plus Project-AM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh 11
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 73 51 73 221 7 24 17 20 7 30 32
Future Vol, veh/h 13 73 51 73 221 7 24 17 20 7 30 32
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12
Mvmt Flow 16 90 63 90 273 9 30 21 25 9 37 40
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 8.9 12.8 9.2 9.1
HCM LOS A B A A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 39% 15% 0% 24% 10%
Vol Thru, % 28% 85% 0% 73% 43%
Vol Right, % 33% 0% 100% 2% 46%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 61 86 51 301 69
LT Vol 24 13 0 73 7
Through Vol 17 73 0 221 30
RT Vol 20 0 51 7 32
Lane Flow Rate 75 106 63 372 85
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.113 0.163 0.083 0.503 0.125
Departure Headway (Hd) 5.419 5.54 4.758 4.869 5.265
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 656 644 748 736 676
Service Time 3.495 3.302 2.519 2.919 3.338
HCM Lane V/C Ratio 0.114 0.165 0.084 0.505 0.126
HCM Control Delay 9.2 9.4 8 12.8 9.1
HCM Lane LOS A A A B A
HCM 95th-tile Q 0.4 0.6 0.3 2.9 0.4
Synchro 11 Report
4: Peach Ave & North Ave Existing Plus Project-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 66 14 15 292 12 7 20 7 11 58 45
Future Vol, veh/h 20 66 14 15 292 12 7 20 7 11 58 45
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7
Mvmt Flow 25 84 18 19 370 15 9 25 9 14 73 57
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 385 0 0 102 0 0 624 566 93 576 568 378 Stage 1 - ----- 1 4 3 1 4 3 - 4 1 6 4 1 6 -
Stage 2 - ----- 4 8 1 4 2 3 - 1 6 0 1 5 2 -
Critical Hdwy 4.17 - - 4.17 - - 7.17 6.57 6.27 7.17 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.17 5.57 - 6.17 5.57 - Critical Hdwy Stg 2 - - - - - - 6.17 5.57 - 6.17 5.57 - Follow-up Hdwy 2.263 - - 2.263 - - 3.563 4.063 3.363 3.563 4.063 3.363 Pot Cap-1 Maneuver 1147 - - 1459 - - 391 427 951 421 426 658 Stage 1 - ----- 8 4 8 7 6 9 - 6 0 4 5 8 3 -
Stage 2 - - ---- 5 5 7 5 7 9 - 8 3 0 7 6 2 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1147 - - 1459 - - 299 410 951 386 409 658 Mov Cap-2 Maneuver - ----- 2 9 9 4 1 0 - 3 8 6 4 0 9 -
Stage 1 - ----- 8 2 8 7 5 1 - 5 9 0 5 7 3 -
Stage 2 - ----- 4 3 6 5 6 9 - 7 7 6 7 4 4 -
Approach EB WB NB SB
HCM Control Delay, s 1.6 0.4 14.4 15.8
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 427 1147 - - 1459 - - 478
HCM Lane V/C Ratio 0.101 0.022 - - 0.013 - - 0.302
HCM Control Delay (s) 14.4 8.2 0 - 7.5 0 - 15.8
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 1.3
Synchro 11 Report
1: Maple Ave & North Ave Existing Plus Project-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 244 1 3 218 115 1 2 2 89 1 51
Future Vol, veh/h 42 244 1 3 218 115 1 2 2 89 1 51
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 53 309 1 4 276 146 1 3 3 113 1 65
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 422 0 0 310 0 0 806 846 310 776 773 349 Stage 1 - ----- 4 1 6 4 1 6 - 3 5 7 3 5 7 -
Stage 2 - ----- 3 9 0 4 3 0 - 4 1 9 4 1 6 -
Critical Hdwy 4.19 - - 4.19 - - 7.19 6.59 6.29 7.19 6.59 6.29 Critical Hdwy Stg 1 - - - - - - 6.19 5.59 - 6.19 5.59 - Critical Hdwy Stg 2 - - - - - - 6.19 5.59 - 6.19 5.59 - Follow-up Hdwy 2.281 - - 2.281 - - 3.581 4.081 3.381 3.581 4.081 3.381 Pot Cap-1 Maneuver 1101 - - 1212 - - 292 292 714 306 322 679 Stage 1 - ----- 6 0 0 5 8 0 - 6 4 6 6 1 6 -
Stage 2 - - ---- 6 2 0 5 7 2 - 5 9 8 5 8 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1101 - - 1212 - - 253 277 714 291 305 679 Mov Cap-2 Maneuver - ----- 2 5 3 2 7 7 - 2 9 1 3 0 5 -
Stage 1 - ----- 5 7 1 5 5 2 - 6 1 5 6 1 4 -
Stage 2 - ----- 5 5 8 5 7 0 - 5 6 5 5 5 2 -
Approach EB WB NB SB
HCM Control Delay, s 1.2 0.1 15.2 23.8
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 358 1101 - - 1212 - - 367
HCM Lane V/C Ratio 0.018 0.048 - - 0.003 - - 0.486
HCM Control Delay (s) 15.2 8.4 - - 8 0 - 23.8
HCM Lane LOS C A - - A A - C
HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 2.6
Synchro 11 Report
2: Chestnut Ave & North Ave Existing Plus Project-PM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 199 124 41 197 95 80 468 55 64 284 36 Future Volume (veh/h) 36 199 124 41 197 95 80 468 55 64 284 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 38 209 91 43 207 82 84 493 51 67 299 36 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 140 308 124 148 313 114 133 831 86 114 783 93 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.08 0.27 0.27 0.07 0.26 0.26 Sat Flow, veh/h 105 1103 445 126 1121 409 1682 3071 317 1682 3020 360 Grp Volume(v), veh/h 338 0 0 332 0 0 84 269 275 67 165 170 Grp Sat Flow(s),veh/h/ln 1653 0 0 1655 0 0 1682 1678 1710 1682 1678 1702 Q Serve(g_s), s 0.2 0.0 0.0 0.0 0.0 0.0 1.7 5.0 5.1 1.4 2.9 3.0 Cycle Q Clear(g_c), s 6.4 0.0 0.0 6.3 0.0 0.0 1.7 5.0 5.1 1.4 2.9 3.0 Prop In Lane 0.11 0.27 0.13 0.25 1.00 0.19 1.00 0.21
Lane Grp Cap(c), veh/h 573 0 0 575 0 0 133 454 462 114 435 441 V/C Ratio(X) 0.59 0.00 0.00 0.58 0.00 0.00 0.63 0.59 0.60 0.59 0.38 0.39 Avail Cap(c_a), veh/h 1020 0 0 1018 0 0 354 921 938 280 846 858 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.7 0.0 0.0 11.6 0.0 0.0 16.1 11.4 11.4 16.3 11.0 11.0 Incr Delay (d2), s/veh 1.0 0.0 0.0 0.9 0.0 0.0 4.9 1.2 1.2 4.7 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.0 1.9 0.0 0.0 0.7 1.6 1.6 0.6 0.9 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.7 0.0 0.0 12.6 0.0 0.0 21.0 12.7 12.7 21.1 11.5 11.5 LnGrp LOS B A A B A A C B B C B B
Approach Vol, veh/h 338 332 628 402
Approach Delay, s/veh 12.7 12.6 13.8 13.1
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.4 14.7 15.0 6.8 14.3 15.0
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.0 19.8 20.4 7.6 18.2 20.4 Max Q Clear Time (g_c+I1), s 3.4 7.1 8.4 3.7 5.0 8.3
Green Ext Time (p_c), s 0.0 2.7 1.7 0.1 1.6 1.6
Intersection Summary
HCM 6th Ctrl Delay 13.2
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Existing Plus Project-PM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 378 350 84 551 67 337
v/c Ratio 0.67 0.64 0.30 0.54 0.28 0.35
Control Delay 19.7 19.0 24.9 16.0 26.3 14.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.7 19.0 24.9 16.0 26.3 14.7
Queue Length 50th (ft) 82 77 22 68 18 39
Queue Length 95th (ft) 184 172 66 121 57 75
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 828 816 316 1636 250 1505
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.46 0.43 0.27 0.34 0.27 0.22
Intersection Summary
Synchro 11 Report
3: Willow Ave & North Ave Existing Plus Project-PM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh10.9
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 36 224 26 20 129 8 48 43 69 11 17 31 Future Vol, veh/h 36 224 26 20 129 8 48 43 69 11 17 31
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 40 246 29 22 142 9 53 47 76 12 19 34
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 12.2 10 10 9
HCM LOS B A A A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 30% 14% 0% 13% 19%
Vol Thru, % 27% 86% 0% 82% 29%
Vol Right, % 43% 0% 100% 5% 53%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 160 260 26 157 59
LT Vol 48 36 0 20 11
Through Vol 43 224 0 129 17
RT Vol 69 0 26 8 31
Lane Flow Rate 176 286 29 173 65
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.253 0.437 0.038 0.249 0.097
Departure Headway (Hd) 5.185 5.51 4.735 5.186 5.388
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 686 649 747 683 669
Service Time 3.272 3.296 2.52 3.283 3.388
HCM Lane V/C Ratio 0.257 0.441 0.039 0.253 0.097
HCM Control Delay 10 12.6 7.7 10 9
HCM Lane LOS A B A A A
HCM 95th-tile Q 1 2.2 0.1 1 0.3
Synchro 11 Report
4: Peach Ave & North Ave Existing Plus Project-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 44 166 9 7 134 25 9 58 17 22 35 36
Future Vol, veh/h 44 166 9 7 134 25 9 58 17 22 35 36
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 50 189 10 8 152 28 10 66 19 25 40 41
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 180 0 0 199 0 0 517 490 194 519 481 166 Stage 1 - ----- 2 9 4 2 9 4 - 1 8 2 1 8 2 -
Stage 2 - ----- 2 2 3 1 9 6 - 3 3 7 2 9 9 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1372 - - 1350 - - 463 473 837 461 479 868 Stage 1 - ----- 7 0 6 6 6 2 - 8 1 1 7 4 1 -
Stage 2 - - ---- 7 7 1 7 3 1 - 6 6 9 6 5 9 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1372 - - 1350 - - 397 450 837 385 456 868 Mov Cap-2 Maneuver - ----- 3 9 7 4 5 0 - 3 8 5 4 5 6 -
Stage 1 - ----- 6 7 7 6 3 5 - 7 7 8 7 3 6 -
Stage 2 - ----- 6 9 0 7 2 6 - 5 6 2 6 3 2 -
Approach EB WB NB SB
HCM Control Delay, s 1.6 0.3 14.1 13.5
HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 489 1372 - - 1350 - - 530
HCM Lane V/C Ratio 0.195 0.036 - - 0.006 - - 0.199
HCM Control Delay (s) 14.1 7.7 0 - 7.7 0 - 13.5
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 0.7
Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS Near-Term No-Project Conditions
1: Maple Ave & North Ave Near-Term No Project-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 45 188 1 1 231 65 1 1 1 70 1 58
Future Vol, veh/h 45 188 1 1 231 65 1 1 1 70 1 58
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 15 15 15 15 15 15 15 15 15 15 15 15
Mvmt Flow 49 207 1 1 254 71 1 1 1 77 1 64
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 325 0 0 208 0 0 630 633 208 599 598 290 Stage 1 - ----- 3 0 6 3 0 6 - 2 9 2 2 9 2 -
Stage 2 - ----- 3 2 4 3 2 7 - 3 0 7 3 0 6 -
Critical Hdwy 4.25 - - 4.25 - - 7.25 6.65 6.35 7.25 6.65 6.35 Critical Hdwy Stg 1 - - - - - - 6.25 5.65 - 6.25 5.65 - Critical Hdwy Stg 2 - - - - - - 6.25 5.65 - 6.25 5.65 - Follow-up Hdwy 2.335 - - 2.335 - - 3.635 4.135 3.435 3.635 4.135 3.435 Pot Cap-1 Maneuver 1165 - - 1289 - - 376 381 801 395 399 719 Stage 1 - ----- 6 7 7 6 3 9 - 6 8 9 6 4 8 -
Stage 2 - - ---- 6 6 2 6 2 5 - 6 7 6 6 3 9 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1165 - - 1289 - - 331 365 801 381 382 719 Mov Cap-2 Maneuver - ----- 3 3 1 3 6 5 - 3 8 1 3 8 2 -
Stage 1 - ----- 6 4 9 6 1 2 - 6 6 0 6 4 7 -
Stage 2 - ----- 6 0 2 6 2 4 - 6 4 6 6 1 2 -
Approach EB WB NB SB
HCM Control Delay, s 1.6 0 13.5 15.5
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 428 1165 - - 1289 - - 483
HCM Lane V/C Ratio 0.008 0.042 - - 0.001 - - 0.293
HCM Control Delay (s) 13.5 8.2 - - 7.8 0 - 15.5
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1.2
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term No Project-AM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 146 55 56 183 37 89 199 45 60 283 46 Future Volume (veh/h) 32 146 55 56 183 37 89 199 45 60 283 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 38 174 58 67 218 39 106 237 34 71 337 53 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 156 313 95 188 324 53 150 694 98 116 625 97
Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.09 0.25 0.25 0.07 0.22 0.22 Sat Flow, veh/h 127 1124 342 217 1163 189 1612 2828 401 1612 2788 434 Grp Volume(v), veh/h 270 0 0 324 0 0 106 133 138 71 193 197 Grp Sat Flow(s),veh/h/ln 1593 0 0 1569 0 0 1612 1608 1620 1612 1608 1614 Q Serve(g_s), s 0.0 0.0 0.0 1.3 0.0 0.0 2.2 2.3 2.4 1.5 3.6 3.7 Cycle Q Clear(g_c), s 4.9 0.0 0.0 6.1 0.0 0.0 2.2 2.3 2.4 1.5 3.6 3.7 Prop In Lane 0.14 0.21 0.21 0.12 1.00 0.25 1.00 0.27
Lane Grp Cap(c), veh/h 564 0 0 565 0 0 150 395 398 116 361 362 V/C Ratio(X) 0.48 0.00 0.00 0.57 0.00 0.00 0.71 0.34 0.35 0.61 0.54 0.54 Avail Cap(c_a), veh/h 940 0 0 934 0 0 378 1003 1011 321 946 950 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.6 0.0 0.0 11.0 0.0 0.0 15.0 10.6 10.6 15.4 11.7 11.7 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.9 0.0 0.0 6.0 0.5 0.5 5.2 1.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 0.0 1.7 0.0 0.0 0.9 0.7 0.7 0.6 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.3 0.0 0.0 12.0 0.0 0.0 21.1 11.1 11.1 20.6 12.9 13.0 LnGrp LOS B A A B A A C B B C B B
Approach Vol, veh/h 270 324 377 461
Approach Delay, s/veh 11.3 12.0 13.9 14.1
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.5 13.3 14.4 7.2 12.6 14.4
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.8 21.3 18.1 8.0 20.1 18.1 Max Q Clear Time (g_c+I1), s 3.5 4.4 6.9 4.2 5.7 8.1
Green Ext Time (p_c), s 0.0 1.4 1.2 0.1 2.0 1.4
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term No Project-AM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 277 329 106 291 71 392
v/c Ratio 0.55 0.68 0.40 0.29 0.30 0.49
Control Delay 17.5 22.9 25.5 12.2 24.9 16.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.5 22.9 25.5 12.2 24.9 16.9
Queue Length 50th (ft) 56 76 28 29 19 47
Queue Length 95th (ft) 118 151 67 52 51 76
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 664 642 303 1598 258 1512
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.42 0.51 0.35 0.18 0.28 0.26
Intersection Summary
Synchro 11 Report
3: Willow Ave & North Ave Near-Term No Project-AM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh11.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 130 51 74 203 14 24 18 25 18 33 19 Future Vol, veh/h 11 130 51 74 203 14 24 18 25 18 33 19 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12
Mvmt Flow 14 160 63 91 251 17 30 22 31 22 41 23
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 9.8 12.9 9.4 9.5
HCM LOS A B A A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 36% 8% 0% 25% 26%
Vol Thru, % 27% 92% 0% 70% 47%
Vol Right, % 37% 0% 100% 5% 27%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 67 141 51 291 70
LT Vol 24 11 0 74 18
Through Vol 18 130 0 203 33
RT Vol 25 0 51 14 19
Lane Flow Rate 83 174 63 359 86
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.127 0.268 0.084 0.497 0.134
Departure Headway (Hd) 5.532 5.536 4.79 4.978 5.565
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 641 644 741 719 637
Service Time 3.629 3.312 2.566 3.046 3.661
HCM Lane V/C Ratio 0.129 0.27 0.085 0.499 0.135
HCM Control Delay 9.4 10.4 8 12.9 9.5
HCM Lane LOS A B A B A
HCM 95th-tile Q 0.4 1.1 0.3 2.8 0.5
Synchro 11 Report
4: Peach Ave & North Ave Near-Term No Project-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 57 65 14 15 279 21 7 23 7 13 59 47
Future Vol, veh/h 57 65 14 15 279 21 7 23 7 13 59 47
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7
Mvmt Flow 72 82 18 19 353 27 9 29 9 16 75 59
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 380 0 0 100 0 0 707 653 91 659 649 367 Stage 1 - ----- 2 3 5 2 3 5 - 4 0 5 4 0 5 -
Stage 2 - ----- 4 7 2 4 1 8 - 2 5 4 2 4 4 -
Critical Hdwy 4.17 - - 4.17 - - 7.17 6.57 6.27 7.17 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.17 5.57 - 6.17 5.57 - Critical Hdwy Stg 2 - - - - - - 6.17 5.57 - 6.17 5.57 - Follow-up Hdwy 2.263 - - 2.263 - - 3.563 4.063 3.363 3.563 4.063 3.363 Pot Cap-1 Maneuver 1152 - - 1462 - - 344 380 953 370 382 667 Stage 1 - ----- 7 5 7 7 0 1 - 6 1 3 5 9 0 -
Stage 2 - - ---- 5 6 3 5 8 2 - 7 3 9 6 9 5 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1152 - - 1462 - - 246 349 953 322 351 667 Mov Cap-2 Maneuver - ----- 2 4 6 3 4 9 - 3 2 2 3 5 1 -
Stage 1 - ----- 7 0 7 6 5 5 - 5 7 3 5 8 0 -
Stage 2 - ----- 4 3 9 5 7 2 - 6 5 3 6 4 9 -
Approach EB WB NB SB
HCM Control Delay, s 3.5 0.4 16.3 18
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 364 1152 - - 1462 - - 427
HCM Lane V/C Ratio 0.129 0.063 - - 0.013 - - 0.353
HCM Control Delay (s) 16.3 8.3 0 - 7.5 0 - 18
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q(veh) 0.4 0.2 - - 0 - - 1.6
Synchro 11 Report
1: Maple Ave & North Ave Near-Term No Project-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 4.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 197 1 3 204 116 1 2 2 87 1 51
Future Vol, veh/h 42 197 1 3 204 116 1 2 2 87 1 51
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 53 249 1 4 258 147 1 3 3 110 1 65
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 405 0 0 250 0 0 729 769 250 699 696 332 Stage 1 - ----- 3 5 6 3 5 6 - 3 4 0 3 4 0 -
Stage 2 - ----- 3 7 3 4 1 3 - 3 5 9 3 5 6 -
Critical Hdwy 4.19 - - 4.19 - - 7.19 6.59 6.29 7.19 6.59 6.29 Critical Hdwy Stg 1 - - - - - - 6.19 5.59 - 6.19 5.59 - Critical Hdwy Stg 2 - - - - - - 6.19 5.59 - 6.19 5.59 - Follow-up Hdwy 2.281 - - 2.281 - - 3.581 4.081 3.381 3.581 4.081 3.381 Pot Cap-1 Maneuver 1117 - - 1276 - - 330 323 772 345 357 694 Stage 1 - ----- 6 4 7 6 1 7 - 6 6 0 6 2 7 -
Stage 2 - - ---- 6 3 4 5 8 2 - 6 4 5 6 1 7 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1117 - - 1276 - - 287 307 772 328 339 694 Mov Cap-2 Maneuver - ----- 2 8 7 3 0 7 - 3 2 8 3 3 9 -
Stage 1 - ----- 6 1 7 5 8 8 - 6 2 9 6 2 4 -
Stage 2 - ----- 5 7 2 5 8 0 - 6 1 0 5 8 8 -
Approach EB WB NB SB
HCM Control Delay, s 1.5 0.1 14.2 20.4
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 397 1117 - - 1276 - - 407
HCM Lane V/C Ratio 0.016 0.048 - - 0.003 - - 0.432
HCM Control Delay (s) 14.2 8.4 - - 7.8 0 - 20.4
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 2.1
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term No Project-PM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 150 124 45 184 75 80 473 54 32 287 36 Future Volume (veh/h) 36 150 124 45 184 75 80 473 54 32 287 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 38 158 91 47 194 61 84 498 50 34 302 36 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 155 260 136 166 304 87 137 870 87 68 731 86
Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.08 0.28 0.28 0.04 0.24 0.24 Sat Flow, veh/h 126 992 519 158 1158 333 1682 3081 308 1682 3023 357 Grp Volume(v), veh/h 287 0 0 302 0 0 84 271 277 34 166 172 Grp Sat Flow(s),veh/h/ln 1636 0 0 1649 0 0 1682 1678 1711 1682 1678 1702 Q Serve(g_s), s 0.0 0.0 0.0 0.2 0.0 0.0 1.6 4.6 4.6 0.7 2.8 2.8 Cycle Q Clear(g_c), s 5.0 0.0 0.0 5.3 0.0 0.0 1.6 4.6 4.6 0.7 2.8 2.8 Prop In Lane 0.13 0.32 0.16 0.20 1.00 0.18 1.00 0.21
Lane Grp Cap(c), veh/h 552 0 0 558 0 0 137 474 483 68 406 412 V/C Ratio(X) 0.52 0.00 0.00 0.54 0.00 0.00 0.62 0.57 0.57 0.50 0.41 0.42 Avail Cap(c_a), veh/h 1093 0 0 1102 0 0 384 999 1018 303 918 931 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.9 0.0 0.0 11.0 0.0 0.0 14.8 10.2 10.2 15.6 10.6 10.6 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.8 0.0 0.0 4.4 1.1 1.1 5.5 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 0.0 1.6 0.0 0.0 0.7 1.3 1.4 0.3 0.8 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.7 0.0 0.0 11.8 0.0 0.0 19.2 11.3 11.3 21.2 11.3 11.3 LnGrp LOS B A A B A A B B B C B B
Approach Vol, veh/h 287 302 632 372
Approach Delay, s/veh 11.7 11.8 12.4 12.2
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.3 14.3 13.6 6.7 12.9 13.6
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.0 19.8 20.4 7.6 18.2 20.4 Max Q Clear Time (g_c+I1), s 2.7 6.6 7.0 3.6 4.8 7.3
Green Ext Time (p_c), s 0.0 2.8 1.4 0.1 1.6 1.5
Intersection Summary
HCM 6th Ctrl Delay 12.1
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term No Project-PM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 327 320 84 555 34 340
v/c Ratio 0.60 0.61 0.29 0.48 0.14 0.36
Control Delay 16.8 18.6 23.7 13.5 23.9 14.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.8 18.6 23.7 13.5 23.9 14.4
Queue Length 50th (ft) 56 62 19 40 8 36
Queue Length 95th (ft) 148 157 66 122 34 76
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 857 845 330 1728 260 1568
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.38 0.25 0.32 0.13 0.22
Intersection Summary
Synchro 11 Report
3: Willow Ave & North Ave Near-Term No Project-PM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh10.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 204 26 25 153 19 48 46 71 20 18 16 Future Vol, veh/h 22 204 26 25 153 19 48 46 71 20 18 16 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 24 224 29 27 168 21 53 51 78 22 20 18
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 11.4 10.5 10.1 9.1
HCM LOS B B B A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 29% 10% 0% 13% 37%
Vol Thru, % 28% 90% 0% 78% 33%
Vol Right, % 43% 0% 100% 10% 30%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 165 226 26 197 54
LT Vol 48 22 0 25 20
Through Vol 46 204 0 153 18
RT Vol 71 0 26 19 16
Lane Flow Rate 181 248 29 216 59
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.261 0.382 0.038 0.308 0.092
Departure Headway (Hd) 5.181 5.541 4.786 5.117 5.583
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 685 643 739 695 646
Service Time 3.27 3.33 2.574 3.209 3.583
HCM Lane V/C Ratio 0.264 0.386 0.039 0.311 0.091
HCM Control Delay 10.1 11.8 7.8 10.5 9.1
HCM Lane LOS B B A B A
HCM 95th-tile Q 1 1.8 0.1 1.3 0.3
Synchro 11 Report
4: Peach Ave & North Ave Near-Term No Project-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 47 151 9 7 108 27 9 59 17 31 38 66
Future Vol, veh/h 47 151 9 7 108 27 9 59 17 31 38 66
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 53 172 10 8 123 31 10 67 19 35 43 75
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 154 0 0 182 0 0 497 453 177 481 443 139 Stage 1 - ----- 2 8 3 2 8 3 - 1 5 5 1 5 5 -
Stage 2 - ----- 2 1 4 1 7 0 - 3 2 6 2 8 8 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1402 - - 1369 - - 477 497 856 489 503 899 Stage 1 - ----- 7 1 5 6 7 0 - 8 3 8 7 6 2 -
Stage 2 - - ---- 7 7 9 7 5 0 - 6 7 8 6 6 6 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1402 - - 1369 - - 393 473 856 411 479 899 Mov Cap-2 Maneuver - ----- 3 9 3 4 7 3 - 4 1 1 4 7 9 -
Stage 1 - ----- 6 8 5 6 4 2 - 8 0 3 7 5 7 -
Stage 2 - ----- 6 6 9 7 4 6 - 5 6 9 6 3 8 -
Approach EB WB NB SB
HCM Control Delay, s 1.7 0.4 13.8 13.2
HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 507 1402 - - 1369 - - 592
HCM Lane V/C Ratio 0.191 0.038 - - 0.006 - - 0.259
HCM Control Delay (s) 13.8 7.7 0 - 7.6 0 - 13.2
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 1
Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS Near-Term With-Project Conditions
1: Maple Ave & North Ave Near-Term With Project-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 45 238 1 1 238 65 1 1 1 72 1 58
Future Vol, veh/h 45 238 1 1 238 65 1 1 1 72 1 58
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 15 15 15 15 15 15 15 15 15 15 15 15
Mvmt Flow 49 262 1 1 262 71 1 1 1 79 1 64
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 333 0 0 263 0 0 693 696 263 662 661 298 Stage 1 - ----- 3 6 1 3 6 1 - 3 0 0 3 0 0 -
Stage 2 - ----- 3 3 2 3 3 5 - 3 6 2 3 6 1 -
Critical Hdwy 4.25 - - 4.25 - - 7.25 6.65 6.35 7.25 6.65 6.35 Critical Hdwy Stg 1 - - - - - - 6.25 5.65 - 6.25 5.65 - Critical Hdwy Stg 2 - - - - - - 6.25 5.65 - 6.25 5.65 - Follow-up Hdwy 2.335 - - 2.335 - - 3.635 4.135 3.435 3.635 4.135 3.435 Pot Cap-1 Maneuver 1157 - - 1229 - - 341 350 745 358 366 712 Stage 1 - ----- 6 3 1 6 0 4 - 6 8 2 6 4 3 -
Stage 2 - - ---- 6 5 5 6 2 0 - 6 3 1 6 0 4 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1157 - - 1229 - - 299 335 745 345 350 712 Mov Cap-2 Maneuver - ----- 2 9 9 3 3 5 - 3 4 5 3 5 0 -
Stage 1 - ----- 6 0 4 5 7 9 - 6 5 3 6 4 2 -
Stage 2 - ----- 5 9 5 6 1 9 - 6 0 2 5 7 9 -
Approach EB WB NB SB
HCM Control Delay, s 1.3 0 14.3 16.8
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 391 1157 - - 1229 - - 447
HCM Lane V/C Ratio 0.008 0.043 - - 0.001 - - 0.322
HCM Control Delay (s) 14.3 8.2 - - 7.9 0 - 16.8
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1.4
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term With Project-AM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 198 55 56 190 41 89 199 47 89 283 46 Future Volume (veh/h) 32 198 55 56 190 41 89 199 47 89 283 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 38 236 58 67 226 44 106 237 36 106 337 53 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 146 347 80 185 331 59 149 627 94 149 623 97
Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.09 0.22 0.22 0.09 0.22 0.22 Sat Flow, veh/h 103 1224 281 211 1168 207 1612 2804 420 1612 2788 434 Grp Volume(v), veh/h 332 0 0 337 0 0 106 135 138 106 193 197 Grp Sat Flow(s),veh/h/ln 1609 0 0 1586 0 0 1612 1608 1617 1612 1608 1614 Q Serve(g_s), s 0.0 0.0 0.0 0.1 0.0 0.0 2.2 2.4 2.5 2.2 3.6 3.7 Cycle Q Clear(g_c), s 6.2 0.0 0.0 6.3 0.0 0.0 2.2 2.4 2.5 2.2 3.6 3.7 Prop In Lane 0.11 0.17 0.20 0.13 1.00 0.26 1.00 0.27
Lane Grp Cap(c), veh/h 572 0 0 575 0 0 149 359 361 149 359 361 V/C Ratio(X) 0.58 0.00 0.00 0.59 0.00 0.00 0.71 0.37 0.38 0.71 0.54 0.55 Avail Cap(c_a), veh/h 942 0 0 926 0 0 375 995 1000 318 939 943 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.1 0.0 0.0 11.1 0.0 0.0 15.2 11.3 11.4 15.2 11.8 11.8 Incr Delay (d2), s/veh 0.9 0.0 0.0 1.0 0.0 0.0 6.1 0.6 0.7 6.1 1.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.0 1.8 0.0 0.0 0.9 0.7 0.8 0.9 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.0 0.0 0.0 12.1 0.0 0.0 21.3 12.0 12.0 21.3 13.0 13.1 LnGrp LOS B A A B A A C B B C B B
Approach Vol, veh/h 332 337 379 496
Approach Delay, s/veh 12.0 12.1 14.6 14.8
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.2 12.6 14.6 7.2 12.6 14.6
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.8 21.3 18.1 8.0 20.1 18.1 Max Q Clear Time (g_c+I1), s 4.2 4.5 8.2 4.2 5.7 8.3
Green Ext Time (p_c), s 0.1 1.4 1.4 0.1 2.0 1.5
Intersection Summary
HCM 6th Ctrl Delay 13.6
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term With Project-AM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 339 342 106 293 106 392
v/c Ratio 0.64 0.68 0.41 0.35 0.44 0.50
Control Delay 20.6 23.5 26.0 13.6 29.4 17.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 20.6 23.5 26.0 13.6 29.4 17.3
Queue Length 50th (ft) 76 80 29 31 30 50
Queue Length 95th (ft) 151 #168 67 52 #76 76
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 654 618 295 1557 251 1473
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.52 0.55 0.36 0.19 0.42 0.27
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Near-Term With Project-AM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh12.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 134 51 74 234 14 24 18 25 18 33 32 Future Vol, veh/h 13 134 51 74 234 14 24 18 25 18 33 32 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12
Mvmt Flow 16 165 63 91 289 17 30 22 31 22 41 40
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 10.1 14.4 9.7 9.8
HCM LOS B B A A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 36% 9% 0% 23% 22%
Vol Thru, % 27% 91% 0% 73% 40%
Vol Right, % 37% 0% 100% 4% 39%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 67 147 51 322 83
LT Vol 24 13 0 74 18
Through Vol 18 134 0 234 33
RT Vol 25 0 51 14 32
Lane Flow Rate 83 181 63 398 102
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.133 0.289 0.087 0.556 0.163
Departure Headway (Hd) 5.8 5.742 4.99 5.038 5.723
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 620 630 722 708 629
Service Time 3.815 3.442 2.69 3.137 3.736
HCM Lane V/C Ratio 0.134 0.287 0.087 0.562 0.162
HCM Control Delay 9.7 10.8 8.2 14.4 9.8
HCM Lane LOS A B A B A
HCM 95th-tile Q 0.5 1.2 0.3 3.5 0.6
Synchro 11 Report
4: Peach Ave & North Ave Near-Term With Project-AM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 68 14 15 304 21 7 23 7 13 59 53
Future Vol, veh/h 58 68 14 15 304 21 7 23 7 13 59 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7
Mvmt Flow 73 86 18 19 385 27 9 29 9 16 75 67
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 412 0 0 104 0 0 749 691 95 697 687 399 Stage 1 - ----- 2 4 1 2 4 1 - 4 3 7 4 3 7 -
Stage 2 - ----- 5 0 8 4 5 0 - 2 6 0 2 5 0 -
Critical Hdwy 4.17 - - 4.17 - - 7.17 6.57 6.27 7.17 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.17 5.57 - 6.17 5.57 - Critical Hdwy Stg 2 - - - - - - 6.17 5.57 - 6.17 5.57 - Follow-up Hdwy 2.263 - - 2.263 - - 3.563 4.063 3.363 3.563 4.063 3.363 Pot Cap-1 Maneuver 1120 - - 1457 - - 322 362 948 349 363 640 Stage 1 - ----- 7 5 1 6 9 7 - 5 8 9 5 7 1 -
Stage 2 - - ---- 5 3 8 5 6 3 - 7 3 4 6 9 1 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1120 - - 1457 - - 223 331 948 302 332 640 Mov Cap-2 Maneuver - ----- 2 2 3 3 3 1 - 3 0 2 3 3 2 -
Stage 1 - ----- 6 9 9 6 4 9 - 5 4 8 5 6 1 -
Stage 2 - ----- 4 1 0 5 5 3 - 6 4 7 6 4 3 -
Approach EB WB NB SB
HCM Control Delay, s 3.5 0.3 17.2 19.1
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 342 1120 - - 1457 - - 412
HCM Lane V/C Ratio 0.137 0.066 - - 0.013 - - 0.384
HCM Control Delay (s) 17.2 8.4 0 - 7.5 0 - 19.1
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q(veh) 0.5 0.2 - - 0 - - 1.8
Synchro 11 Report
1: Maple Ave & North Ave Near-Term With Project-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 255 1 3 260 119 1 2 2 90 1 51
Future Vol, veh/h 42 255 1 3 260 119 1 2 2 90 1 51
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 53 323 1 4 329 151 1 3 3 114 1 65
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 480 0 0 324 0 0 876 918 324 846 843 405 Stage 1 - ----- 4 3 0 4 3 0 - 4 1 3 4 1 3 -
Stage 2 - ----- 4 4 6 4 8 8 - 4 3 3 4 3 0 -
Critical Hdwy 4.19 - - 4.19 - - 7.19 6.59 6.29 7.19 6.59 6.29 Critical Hdwy Stg 1 - - - - - - 6.19 5.59 - 6.19 5.59 - Critical Hdwy Stg 2 - - - - - - 6.19 5.59 - 6.19 5.59 - Follow-up Hdwy 2.281 - - 2.281 - - 3.581 4.081 3.381 3.581 4.081 3.381 Pot Cap-1 Maneuver 1047 - - 1197 - - 262 264 701 274 293 631 Stage 1 - ----- 5 9 0 5 7 2 - 6 0 3 5 8 2 -
Stage 2 - - ---- 5 7 8 5 3 8 - 5 8 8 5 7 2 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1047 - - 1197 - - 225 249 701 259 277 631 Mov Cap-2 Maneuver - ----- 2 2 5 2 4 9 - 2 5 9 2 7 7 -
Stage 1 - ----- 5 6 0 5 4 3 - 5 7 2 5 7 9 -
Stage 2 - ----- 5 1 5 5 3 5 - 5 5 4 5 4 3 -
Approach EB WB NB SB
HCM Control Delay, s 1.2 0.1 16.3 28.4
HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 326 1047 - - 1197 - - 329
HCM Lane V/C Ratio 0.019 0.051 - - 0.003 - - 0.546
HCM Control Delay (s) 16.3 8.6 - - 8 0 - 28.4
HCM Lane LOS C A - - A A - D
HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 3.1
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term With Project-PM
HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 211 124 48 243 108 80 473 57 67 287 36 Future Volume (veh/h) 36 211 124 48 243 108 80 473 57 67 287 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 38 222 91 51 256 96 84 498 53 71 302 36 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 133 356 136 143 354 123 129 807 86 116 774 91 Arrive On Green 0.31 0.31 0.31 0.31 0.31 0.31 0.08 0.26 0.26 0.07 0.26 0.26 Sat Flow, veh/h 98 1134 431 124 1127 391 1682 3062 325 1682 3023 357 Grp Volume(v), veh/h 351 0 0 403 0 0 84 272 279 71 166 172 Grp Sat Flow(s),veh/h/ln 1663 0 0 1643 0 0 1682 1678 1708 1682 1678 1702 Q Serve(g_s), s 0.0 0.0 0.0 1.5 0.0 0.0 1.9 5.6 5.6 1.6 3.2 3.3 Cycle Q Clear(g_c), s 7.0 0.0 0.0 8.4 0.0 0.0 1.9 5.6 5.6 1.6 3.2 3.3 Prop In Lane 0.11 0.26 0.13 0.24 1.00 0.19 1.00 0.21
Lane Grp Cap(c), veh/h 625 0 0 620 0 0 129 442 450 116 429 436 V/C Ratio(X) 0.56 0.00 0.00 0.65 0.00 0.00 0.65 0.62 0.62 0.61 0.39 0.39 Avail Cap(c_a), veh/h 948 0 0 943 0 0 327 851 866 258 782 793 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.6 0.0 0.0 12.0 0.0 0.0 17.5 12.6 12.7 17.7 12.0 12.0 Incr Delay (d2), s/veh 0.8 0.0 0.0 1.2 0.0 0.0 5.5 1.4 1.4 5.2 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.0 2.6 0.0 0.0 0.8 1.8 1.9 0.7 1.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.4 0.0 0.0 13.2 0.0 0.0 23.0 14.0 14.0 22.9 12.6 12.6 LnGrp LOS B A A B A A C B B C B B
Approach Vol, veh/h 351 403 635 409
Approach Delay, s/veh 12.4 13.2 15.2 14.4
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.7 15.2 17.2 7.0 14.9 17.2
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 6.0 19.8 20.4 7.6 18.2 20.4 Max Q Clear Time (g_c+I1), s 3.6 7.6 9.0 3.9 5.3 10.4
Green Ext Time (p_c), s 0.0 2.7 1.7 0.1 1.6 1.9
Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B
Synchro 11 Report
2: Chestnut Ave & North Ave Near-Term With Project-PM
Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 391 421 84 558 71 340
v/c Ratio 0.65 0.72 0.32 0.56 0.31 0.36
Control Delay 19.3 22.9 26.0 16.9 27.7 15.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.3 22.9 26.0 16.9 27.7 15.4
Queue Length 50th (ft) 89 104 25 77 22 44
Queue Length 95th (ft) #205 #256 66 122 59 76
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 778 765 296 1535 234 1411
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.55 0.28 0.36 0.30 0.24
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Near-Term With Project-PM
HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh 12
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 36 239 26 25 189 19 48 46 71 20 18 31 Future Vol, veh/h 36 239 26 25 189 19 48 46 71 20 18 31 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 40 263 29 27 208 21 53 51 78 22 20 34
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 13.4 11.8 10.8 9.6
HCM LOS B B B A
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 29% 13% 0% 11% 29%
Vol Thru, % 28% 87% 0% 81% 26%
Vol Right, % 43% 0% 100% 8% 45%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 165 275 26 233 69
LT Vol 48 36 0 25 20
Through Vol 46 239 0 189 18
RT Vol 71 0 26 19 31
Lane Flow Rate 181 302 29 256 76
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.281 0.486 0.04 0.384 0.122
Departure Headway (Hd) 5.586 5.787 5.014 5.394 5.793
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 644 623 715 668 618
Service Time 3.624 3.514 2.74 3.424 3.838
HCM Lane V/C Ratio 0.281 0.485 0.041 0.383 0.123
HCM Control Delay 10.8 13.9 7.9 11.8 9.6
HCM Lane LOS B B A B A
HCM 95th-tile Q 1.1 2.7 0.1 1.8 0.4
Synchro 11 Report
4: Peach Ave & North Ave Near-Term With Project-PM
HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 5.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 54 179 9 7 137 27 9 59 17 31 38 73
Future Vol, veh/h 54 179 9 7 137 27 9 59 17 31 38 73
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 61 203 10 8 156 31 10 67 19 35 43 83
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 187 0 0 213 0 0 581 533 208 561 523 172 Stage 1 - ----- 3 3 0 3 3 0 - 1 8 8 1 8 8 -
Stage 2 - ----- 2 5 1 2 0 3 - 3 7 3 3 3 5 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1364 - - 1334 - - 419 447 822 432 453 861 Stage 1 - ----- 6 7 5 6 3 9 - 8 0 5 7 3 7 -
Stage 2 - - ---- 7 4 4 7 2 6 - 6 4 0 6 3 5 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1364 - - 1334 - - 334 421 822 354 427 861 Mov Cap-2 Maneuver - ----- 3 3 4 4 2 1 - 3 5 4 4 2 7 -
Stage 1 - ----- 6 4 1 6 0 6 - 7 6 4 7 3 2 -
Stage 2 - ----- 6 2 8 7 2 1 - 5 2 7 6 0 3 -
Approach EB WB NB SB
HCM Control Delay, s 1.7 0.3 15.1 14.4
HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 453 1364 - - 1334 - - 543
HCM Lane V/C Ratio 0.213 0.045 - - 0.006 - - 0.297
HCM Control Delay (s) 15.1 7.8 0 - 7.7 0 - 14.4
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.8 0.1 - - 0 - - 1.2
Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS Cumulative Year 2040
No-Project Conditions
1: Maple Ave & North Ave Cumulative Year 2040 No Project-AM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 57.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 79 684 1 1 480 112 1 1 1 116 1 102
Future Vol, veh/h 79 684 1 1 480 112 1 1 1 116 1 102
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 15 15 15 15 15 15 15 15 15 15 15 15
Mvmt Flow 86 743 1 1 522 122 1 1 1 126 1 111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 644 0 0 744 0 0 1557 1562 744 1502 1501 583 Stage 1 - ----- 9 1 6 9 1 6 - 5 8 5 5 8 5 -
Stage 2 - ----- 6 4 1 6 4 6 - 9 1 7 9 1 6 -
Critical Hdwy 4.25 - - 4.25 - - 7.25 6.65 6.35 7.25 6.65 6.35 Critical Hdwy Stg 1 - - - - - - 6.25 5.65 - 6.25 5.65 - Critical Hdwy Stg 2 - - - - - - 6.25 5.65 - 6.25 5.65 - Follow-up Hdwy 2.335 - - 2.335 - - 3.635 4.135 3.435 3.635 4.135 3.435 Pot Cap-1 Maneuver 882 - - 807 - - 85 105 394 ~ 93 114 489 Stage 1 - ----- 3 0 9 3 3 4 - 4 7 5 4 7 7 -
Stage 2 - -- --- 4 4 2 4 4 7 - 3 0 9 3 3 4 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 882 - - 807 - - 60 95 394 ~ 85 103 489 Mov Cap-2 Maneuver - ----- 6 0 9 5 - ~ 8 5 1 0 3 -
Stage 1 - ----- 2 7 9 3 0 1 - 4 2 8 4 7 6 -
Stage 2 - ----- 3 4 0 4 4 6 - 2 7 7 3 0 1 -
Approach EB WB NB SB
HCM Control Delay, s 1 0 41.8 $ 410.7
HCM LOS E F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 101 882 - - 807 - - 138
HCM Lane V/C Ratio 0.032 0.097 - - 0.001 - - 1.725
HCM Control Delay (s) 41.8 9.5 - - 9.5 0 -$ 410.7
HCM Lane LOS E A - - A A - F
HCM 95th %tile Q(veh) 0.1 0.3 - - 0 - - 17.6
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 No Project-AM HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 245 374 152 106 248 55 166 410 68 87 417 224 Future Volume (veh/h) 245 374 152 106 248 55 166 410 68 87 417 224 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 266 407 158 115 270 56 180 446 56 95 453 241 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 251 323 125 187 417 82 161 684 85 116 427 225 Arrive On Green 0.56 0.56 0.56 0.56 0.56 0.56 0.10 0.24 0.24 0.07 0.21 0.21 Sat Flow, veh/h 367 573 221 258 739 145 1612 2876 359 1612 2033 1074 Grp Volume(v), veh/h 831 0 0 441 0 0 180 248 254 95 357 337 Grp Sat Flow(s),veh/h/ln 1161 0 0 1142 0 0 1612 1608 1628 1612 1608 1499 Q Serve(g_s), s 34.5 0.0 0.0 0.0 0.0 0.0 11.0 15.3 15.5 6.4 23.1 23.1 Cycle Q Clear(g_c), s 62.1 0.0 0.0 27.6 0.0 0.0 11.0 15.3 15.5 6.4 23.1 23.1 Prop In Lane 0.32 0.19 0.26 0.13 1.00 0.22 1.00 0.72
Lane Grp Cap(c), veh/h 699 0 0 686 0 0 161 382 387 116 338 315 V/C Ratio(X) 1.19 0.00 0.00 0.64 0.00 0.00 1.12 0.65 0.66 0.82 1.06 1.07 Avail Cap(c_a), veh/h 699 0 0 686 0 0 161 382 387 135 338 315 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.0 0.0 0.0 15.7 0.0 0.0 49.5 37.8 37.9 50.3 43.5 43.5 Incr Delay (d2), s/veh 99.1 0.0 0.0 2.1 0.0 0.0 105.6 3.8 4.0 27.6 65.3 70.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 37.8 0.0 0.0 7.5 0.0 0.0 9.1 6.4 6.6 3.5 15.2 14.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 127.1 0.0 0.0 17.8 0.0 0.0 155.1 41.6 41.8 77.9 108.8 113.6 LnGrp LOS F A A B A A F D D E F F
Approach Vol, veh/h 831 441 682 789
Approach Delay, s/veh 127.1 17.8 71.7 107.1
Approach LOS F B E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.9 31.1 67.0 15.0 28.0 67.0
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 9.2 24.9 62.1 11.0 23.1 62.1 Max Q Clear Time (g_c+I1), s 8.4 17.5 64.1 13.0 25.1 29.6 Green Ext Time (p_c), s 0.0 1.8 0.0 0.0 0.0 3.7
Intersection Summary
HCM 6th Ctrl Delay 90.0
HCM 6th LOS F
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 No Project-AM Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 838 445 180 520 95 696
v/c Ratio 1.28 0.71 1.14 0.72 0.74 1.00
Control Delay 160.1 24.9 159.2 44.5 82.4 73.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 160.1 24.9 159.2 44.5 82.4 73.4
Queue Length 50th (ft) ~749 211 ~149 174 67 ~234
Queue Length 95th (ft) #991 350 #289 237 #150 #365
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 657 624 158 722 132 695
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.28 0.71 1.14 0.72 0.72 1.00
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 No Project-AM HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh21.3
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 348 98 141 217 14 46 33 36 24 57 107 Future Vol, veh/h 31 348 98 141 217 14 46 33 36 24 57 107 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12
Mvmt Flow 34 378 107 153 236 15 50 36 39 26 62 116
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 23.9 24 12.9 14.2
HCM LOS C C B B
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 40% 8% 0% 38% 13%
Vol Thru, % 29% 92% 0% 58% 30%
Vol Right, % 31% 0% 100% 4% 57%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 115 379 98 372 188
LT Vol 46 31 0 141 24
Through Vol 33 348 0 217 57
RT Vol 36 0 98 14 107
Lane Flow Rate 125 412 107 404 204
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.254 0.76 0.174 0.717 0.387
Departure Headway (Hd) 7.306 6.638 5.883 6.382 6.823
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 490 544 609 566 527
Service Time 5.366 4.381 3.626 4.426 4.878
HCM Lane V/C Ratio 0.255 0.757 0.176 0.714 0.387
HCM Control Delay 12.9 27.5 9.9 24 14.2
HCM Lane LOS B D A C B
HCM 95th-tile Q 1 6.7 0.6 5.9 1.8
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 No Project-AM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 120.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 147 229 33 22 279 51 22 251 40 35 154 70 Future Vol, veh/h 147 229 33 22 279 51 22 251 40 35 154 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7
Mvmt Flow 160 249 36 24 303 55 24 273 43 38 167 76
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 358 0 0 285 0 0 1087 993 267 1124 984 331 Stage 1 - ----- 5 8 7 5 8 7 - 3 7 9 3 7 9 -
Stage 2 - ----- 5 0 0 4 0 6 - 7 4 5 6 0 5 -
Critical Hdwy 4.17 - - 4.17 - - 7.17 6.57 6.27 7.17 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.17 5.57 - 6.17 5.57 - Critical Hdwy Stg 2 - - - - - - 6.17 5.57 - 6.17 5.57 - Follow-up Hdwy 2.263 - - 2.263 - - 3.563 4.063 3.363 3.563 4.063 3.363 Pot Cap-1 Maneuver 1173 - - 1249 - - 189 ~ 241 760 179 244 699 Stage 1 - ----- 4 8 7 4 8 9 - 6 3 3 6 0 6 -
Stage 2 - - ---- 5 4 4 5 8 9 - 3 9 8 4 8 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1173 - - 1249 - - 44 ~ 197 760 - 199 699 Mov Cap-2 Maneuver - ----- 4 4 ~ 1 9 7 -- 1 9 9 -
Stage 1 - ----- 4 0 8 4 0 9 - 5 3 0 5 9 1 -
Stage 2 - ----- 3 3 9 5 7 5 - 1 0 5 4 0 2 -
Approach EB WB NB SB
HCM Control Delay, s 3.1 0.5 $ 510.3
HCM LOS F -
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 171 1173 - - 1249 - - -
HCM Lane V/C Ratio 1.99 0.136 - - 0.019 - - -
HCM Control Delay (s) $ 510.3 8.6 0 - 7.9 0 - -
HCM Lane LOS F A A - A A - -
HCM 95th %tile Q(veh) 26.1 0.5 - - 0.1 - - -
Notes
~: Volume exceeds capacity
$: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
1: Maple Ave & North Ave Cumulative Year 2040 No Project-PM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 177.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 74 674 1 4 796 196 1 2 2 151 1 89
Future Vol, veh/h 74 674 1 4 796 196 1 2 2 151 1 89
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 80 733 1 4 865 213 1 2 2 164 1 97
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1078 0 0 734 0 0 1923 1980 734 1876 1874 972 Stage 1 - ----- 8 9 4 8 9 4 - 9 8 0 9 8 0 -
Stage 2 - - - - - - 1029 1086 - 896 894 -
Critical Hdwy 4.19 - - 4.19 - - 7.19 6.59 6.29 7.19 6.59 6.29 Critical Hdwy Stg 1 - - - - - - 6.19 5.59 - 6.19 5.59 - Critical Hdwy Stg 2 - - - - - - 6.19 5.59 - 6.19 5.59 - Follow-up Hdwy 2.281 - - 2.281 - - 3.581 4.081 3.381 3.581 4.081 3.381 Pot Cap-1 Maneuver 621 - - 840 - - 48 59 409 ~ 52 69 297 Stage 1 - ----- 3 2 6 3 5 0 - 2 9 2 3 1 9 -
Stage 2 - -- --- 2 7 4 2 8 4 - 3 2 5 3 5 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 621 - - 840 - - 29 51 409 ~ 45 59 297 Mov Cap-2 Maneuver - ----- 2 9 5 1 - ~ 4 5 5 9 -
Stage 1 - ----- 2 8 4 3 0 5 - 2 5 4 3 1 5 -
Stage 2 - ----- 1 8 2 2 8 0 - 2 8 0 3 0 5 -
Approach EB WB NB SB
HCM Control Delay, s 1.2 0 66.4 $ 1464.9
HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 64 621 - - 840 - - 66
HCM Lane V/C Ratio 0.085 0.13 - - 0.005 - - 3.969
HCM Control Delay (s) 66.4 11.7 - - 9.3 0 - $ 1464.9
HCM Lane LOS F B - - A A - F
HCM 95th %tile Q(veh) 0.3 0.4 - - 0 - - 28
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 No Project-PM HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 253 311 335 80 396 123 351 482 80 38 492 243 Future Volume (veh/h) 253 311 335 80 396 123 351 482 80 38 492 243 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 266 327 313 84 417 111 369 507 77 40 518 254 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 187 186 178 118 543 139 246 904 137 50 422 206 Arrive On Green 0.55 0.55 0.55 0.55 0.55 0.55 0.15 0.31 0.31 0.03 0.19 0.19 Sat Flow, veh/h 273 336 321 155 980 251 1682 2923 442 1682 2185 1068 Grp Volume(v), veh/h 906 0 0 612 0 0 369 290 294 40 397 375 Grp Sat Flow(s),veh/h/ln 930 0 0 1386 0 0 1682 1678 1687 1682 1678 1574 Q Serve(g_s), s 28.4 0.0 0.0 0.0 0.0 0.0 19.0 18.8 18.9 3.1 25.1 25.1 Cycle Q Clear(g_c), s 72.1 0.0 0.0 43.7 0.0 0.0 19.0 18.8 18.9 3.1 25.1 25.1 Prop In Lane 0.29 0.35 0.14 0.18 1.00 0.26 1.00 0.68
Lane Grp Cap(c), veh/h 551 0 0 800 0 0 246 519 522 50 324 304 V/C Ratio(X) 1.64 0.00 0.00 0.76 0.00 0.00 1.50 0.56 0.56 0.80 1.23 1.23 Avail Cap(c_a), veh/h 551 0 0 800 0 0 246 519 522 97 324 304 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.1 0.0 0.0 21.8 0.0 0.0 55.5 37.5 37.5 62.7 52.5 52.5 Incr Delay (d2), s/veh 297.5 0.0 0.0 4.4 0.0 0.0 245.4 1.3 1.4 23.9 126.2 129.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 63.6 0.0 0.0 15.0 0.0 0.0 24.8 7.9 8.0 1.7 21.9 20.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 333.6 0.0 0.0 26.2 0.0 0.0 300.9 38.8 38.9 86.6 178.7 182.2 LnGrp LOS F A A C A A F D D F F F
Approach Vol, veh/h 906 612 953 812
Approach Delay, s/veh 333.6 26.2 140.3 175.8
Approach LOS F C F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.9 45.1 77.0 23.0 30.0 77.0
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 7.5 36.6 72.1 19.0 25.1 72.1 Max Q Clear Time (g_c+I1), s 5.1 20.9 74.1 21.0 27.1 45.7 Green Ext Time (p_c), s 0.0 3.3 0.0 0.0 0.0 5.1
Intersection Summary
HCM 6th Ctrl Delay 181.2
HCM 6th LOS F
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 No Project-PM Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 946 630 369 591 40 774
v/c Ratio 1.60 0.85 1.52 0.60 0.45 1.18
Control Delay 301.7 37.2 293.5 41.7 75.4 139.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 301.7 37.2 293.5 41.7 75.4 139.5
Queue Length 50th (ft) ~1133 423 ~434 225 33 ~391
Queue Length 95th (ft) #1391 #683 #632 290 73 #522
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 592 737 242 981 95 654
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.60 0.85 1.52 0.60 0.42 1.18
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 No Project-PM HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh47.8
Intersection LOS E
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 106 300 50 41 366 28 92 77 115 20 33 88 Future Vol, veh/h 106 300 50 41 366 28 92 77 115 20 33 88 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 115 326 54 45 398 30 100 84 125 22 36 96
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 57.1 62.2 26.5 16.5
HCM LOS F F D C
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 32% 26% 0% 9% 14%
Vol Thru, % 27% 74% 0% 84% 23%
Vol Right, % 40% 0% 100% 6% 62%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 284 406 50 435 141
LT Vol 92 106 0 41 20
Through Vol 77 300 0 366 33
RT Vol 115 0 50 28 88
Lane Flow Rate 309 441 54 473 153
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.684 0.967 0.106 0.973 0.366
Departure Headway (Hd) 7.979 8.005 7.148 7.527 8.607
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 457 455 504 487 420
Service Time 5.979 5.705 4.848 5.527 6.63
HCM Lane V/C Ratio 0.676 0.969 0.107 0.971 0.364
HCM Control Delay 26.5 62.8 10.7 62.2 16.5
HCM Lane LOS D F B F C
HCM 95th-tile Q 5.1 11.9 0.4 12.4 1.6
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 No Project-PM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 338 78 34 304 65 14 242 26 61 287 117 Future Vol, veh/h 60 338 78 34 304 65 14 242 26 61 287 117 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 65 367 85 37 330 71 15 263 28 66 312 127
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 401 0 0 452 0 0 1199 1015 410 1125 1022 366 Stage 1 - ----- 5 4 0 5 4 0 - 4 4 0 4 4 0 -
Stage 2 - ----- 6 5 9 4 7 5 - 6 8 5 5 8 2 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1136 - - 1088 - - 159 ~ 234 633 179 ~ 232 670 Stage 1 - ----- 5 1 9 5 1 5 - 5 8 8 5 7 1 -
Stage 2 - -- --- 4 4 6 5 5 1 - 4 3 2 4 9 3 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1136 - - 1088 - - - ~ 206 633 - ~ 205 670 Mov Cap-2 Maneuver - ------ ~ 2 0 6 -- ~ 2 0 5 -
Stage 1 - ----- 4 7 9 4 7 5 - 5 4 3 5 4 6 -
Stage 2 - ----- 1 4 8 5 2 7 - 1 7 0 4 5 5 -
Approach EB WB NB SB
HCM Control Delay, s 1.1 0.7
HCM LOS - -
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1136 - - 1088 - - -
HCM Lane V/C Ratio - 0.057 - - 0.034 - - -
HCM Control Delay (s) - 8.4 0 - 8.4 0 - -
HCM Lane LOS - A A - A A - -
HCM 95th %tile Q(veh) - 0.2 - - 0.1 - - -
Notes
~: Volume exceeds capacity
$: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS Cumulative Year 2040
With-Project Conditions
1: Maple Ave & North Ave Cumulative Year 2040 With Project-AM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 67.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 79 734 1 1 487 112 1 1 1 118 1 102
Future Vol, veh/h 79 734 1 1 487 112 1 1 1 118 1 102
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 15 15 15 15 15 15 15 15 15 15 15 15
Mvmt Flow 86 798 1 1 529 122 1 1 1 128 1 111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 651 0 0 799 0 0 1619 1624 799 1564 1563 590 Stage 1 - ----- 9 7 1 9 7 1 - 5 9 2 5 9 2 -
Stage 2 - ----- 6 4 8 6 5 3 - 9 7 2 9 7 1 -
Critical Hdwy 4.25 - - 4.25 - - 7.25 6.65 6.35 7.25 6.65 6.35 Critical Hdwy Stg 1 - - - - - - 6.25 5.65 - 6.25 5.65 - Critical Hdwy Stg 2 - - - - - - 6.25 5.65 - 6.25 5.65 - Follow-up Hdwy 2.335 - - 2.335 - - 3.635 4.135 3.435 3.635 4.135 3.435 Pot Cap-1 Maneuver 876 - - 769 - - 77 96 366 ~ 84 104 484 Stage 1 - ----- 2 8 8 3 1 5 - 4 7 1 4 7 4 -
Stage 2 - -- --- 4 3 8 4 4 4 - 2 8 8 3 1 5 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 876 - - 769 - - 54 86 366 ~ 77 94 484 Mov Cap-2 Maneuver - ----- 5 4 8 6 - ~ 7 7 9 4 -
Stage 1 - ----- 2 6 0 2 8 4 - 4 2 5 4 7 3 -
Stage 2 - ----- 3 3 6 4 4 3 - 2 5 8 2 8 4 -
Approach EB WB NB SB
HCM Control Delay, s 0.9 0 46 $ 494.7
HCM LOS E F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 91 876 - - 769 - - 126
HCM Lane V/C Ratio 0.036 0.098 - - 0.001 - - 1.906
HCM Control Delay (s) 46 9.6 - - 9.7 0 -$ 494.7
HCM Lane LOS E A - - A A - F
HCM 95th %tile Q(veh) 0.1 0.3 - - 0 - - 19
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-AM HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 245 426 152 106 255 59 166 410 70 116 417 224 Future Volume (veh/h) 245 426 152 106 255 59 166 410 70 116 417 224 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 266 463 158 115 277 60 180 446 58 126 453 241 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 236 343 116 179 410 84 161 648 84 135 427 225 Arrive On Green 0.56 0.56 0.56 0.56 0.56 0.56 0.10 0.23 0.23 0.08 0.21 0.21 Sat Flow, veh/h 343 608 206 245 726 149 1612 2863 370 1612 2033 1074 Grp Volume(v), veh/h 887 0 0 452 0 0 180 249 255 126 357 337 Grp Sat Flow(s),veh/h/ln 1158 0 0 1120 0 0 1612 1608 1626 1612 1608 1499 Q Serve(g_s), s 32.4 0.0 0.0 0.0 0.0 0.0 11.0 15.6 15.8 8.5 23.1 23.1 Cycle Q Clear(g_c), s 62.1 0.0 0.0 29.7 0.0 0.0 11.0 15.6 15.8 8.5 23.1 23.1 Prop In Lane 0.30 0.18 0.25 0.13 1.00 0.23 1.00 0.72
Lane Grp Cap(c), veh/h 696 0 0 673 0 0 161 364 368 135 338 315 V/C Ratio(X) 1.27 0.00 0.00 0.67 0.00 0.00 1.12 0.69 0.69 0.93 1.06 1.07 Avail Cap(c_a), veh/h 696 0 0 673 0 0 161 364 368 135 338 315 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.1 0.0 0.0 16.1 0.0 0.0 49.5 39.0 39.0 50.1 43.5 43.5 Incr Delay (d2), s/veh 134.3 0.0 0.0 2.6 0.0 0.0 105.6 5.3 5.5 57.8 65.3 70.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 44.5 0.0 0.0 8.0 0.0 0.0 9.1 6.7 6.8 5.6 15.2 14.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 162.4 0.0 0.0 18.7 0.0 0.0 155.1 44.2 44.5 107.9 108.8 113.6 LnGrp LOS F A A B A A F D D F F F
Approach Vol, veh/h 887 452 684 820
Approach Delay, s/veh 162.4 18.7 73.5 110.6
Approach LOS F B E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.2 29.8 67.0 15.0 28.0 67.0
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 9.2 24.9 62.1 11.0 23.1 62.1 Max Q Clear Time (g_c+I1), s 10.5 17.8 64.1 13.0 25.1 31.7 Green Ext Time (p_c), s 0.0 1.8 0.0 0.0 0.0 3.9
Intersection Summary
HCM 6th Ctrl Delay 103.2
HCM 6th LOS F
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-AM Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 894 456 180 522 126 696
v/c Ratio 1.34 0.75 1.14 0.73 0.95 1.00
Control Delay 189.2 26.8 159.2 45.2 118.5 73.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 189.2 26.8 159.2 45.2 118.5 73.4
Queue Length 50th (ft) ~828 224 ~149 175 90 ~234
Queue Length 95th (ft) #1074 373 #289 237 #210 #365
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 665 612 158 713 132 695
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.34 0.75 1.14 0.73 0.95 1.00
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 With Project-AM HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh24.6
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 33 352 98 141 248 14 46 33 36 24 57 120 Future Vol, veh/h 33 352 98 141 248 14 46 33 36 24 57 120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 12 12 12 12 12 12 12 12 12 12 12 12
Mvmt Flow 36 383 107 153 270 15 50 36 39 26 62 130
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 26.7 30.1 13.3 15.1
HCM LOS D D B C
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 40% 9% 0% 35% 12%
Vol Thru, % 29% 91% 0% 62% 28%
Vol Right, % 31% 0% 100% 3% 60%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 115 385 98 403 201
LT Vol 46 33 0 141 24
Through Vol 33 352 0 248 57
RT Vol 36 0 98 14 120
Lane Flow Rate 125 418 107 438 218
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.263 0.792 0.179 0.792 0.424
Departure Headway (Hd) 7.563 6.814 6.055 6.508 6.99
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 473 531 590 556 513
Service Time 5.641 4.571 3.812 4.565 5.055
HCM Lane V/C Ratio 0.264 0.787 0.181 0.788 0.425
HCM Control Delay 13.3 30.9 10.1 30.1 15.1
HCM Lane LOS B D B D C
HCM 95th-tile Q 1 7.4 0.6 7.5 2.1
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 With Project-AM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 144.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 148 232 33 22 304 51 22 251 40 35 154 76 Future Vol, veh/h 148 232 33 22 304 51 22 251 40 35 154 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 7 7 7 7 7 7 7 7 7 7 7 7
Mvmt Flow 161 252 36 24 330 55 24 273 43 38 167 83
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 385 0 0 288 0 0 1123 1025 270 1156 1016 358 Stage 1 - ----- 5 9 2 5 9 2 - 4 0 6 4 0 6 -
Stage 2 - ----- 5 3 1 4 3 3 - 7 5 0 6 1 0 -
Critical Hdwy 4.17 - - 4.17 - - 7.17 6.57 6.27 7.17 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.17 5.57 - 6.17 5.57 - Critical Hdwy Stg 2 - - - - - - 6.17 5.57 - 6.17 5.57 - Follow-up Hdwy 2.263 - - 2.263 - - 3.563 4.063 3.363 3.563 4.063 3.363 Pot Cap-1 Maneuver 1147 - - 1246 - - 179 ~ 230 757 170 233 675 Stage 1 - ----- 4 8 4 4 8 6 - 6 1 2 5 8 9 -
Stage 2 - -- --- 5 2 3 5 7 3 - 3 9 6 4 7 7 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1147 - - 1246 - - 33 ~ 187 757 - 189 675 Mov Cap-2 Maneuver - ----- 3 3 ~ 1 8 7 -- 1 8 9 -
Stage 1 - ----- 4 0 3 4 0 4 - 5 0 9 5 7 4 -
Stage 2 - ----- 3 1 7 5 5 9 - 1 0 1 3 9 7 -
Approach EB WB NB SB
HCM Control Delay, s 3.1 0.5 $ 625.9
HCM LOS F -
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 152 1147 - - 1246 - - -
HCM Lane V/C Ratio 2.238 0.14 - - 0.019 - - -
HCM Control Delay (s) $ 625.9 8.7 0 - 7.9 0 - -
HCM Lane LOS F A A - A A - -
HCM 95th %tile Q(veh) 28.1 0.5 - - 0.1 - - -
Notes
~: Volume exceeds capacity
$: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
1: Maple Ave & North Ave Cumulative Year 2040 With Project-PM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 226.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 74 732 1 4 852 199 1 2 2 154 1 89
Future Vol, veh/h 74 732 1 4 852 199 1 2 2 154 1 89
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 415 - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 80 796 1 4 926 216 1 2 2 167 1 97
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1142 0 0 797 0 0 2048 2107 797 2001 1999 1034 Stage 1 - ----- 9 5 7 9 5 7 - 1042 1042 -
Stage 2 - - - - - - 1091 1150 - 959 957 -
Critical Hdwy 4.19 - - 4.19 - - 7.19 6.59 6.29 7.19 6.59 6.29 Critical Hdwy Stg 1 - - - - - - 6.19 5.59 - 6.19 5.59 - Critical Hdwy Stg 2 - - - - - - 6.19 5.59 - 6.19 5.59 - Follow-up Hdwy 2.281 - - 2.281 - - 3.581 4.081 3.381 3.581 4.081 3.381 Pot Cap-1 Maneuver 587 - - 795 - - 39 49 376 ~ 43 57 273 Stage 1 - ----- 3 0 1 3 2 7 - 2 6 9 2 9 8 -
Stage 2 - -- --- 2 5 2 2 6 5 - 3 0 0 3 2 7 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 587 - - 795 - - 22 42 376 ~ 36 49 273 Mov Cap-2 Maneuver - ----- 2 2 4 2 - ~ 3 6 4 9 -
Stage 1 - ----- 2 6 0 2 8 3 - 2 3 2 2 9 4 -
Stage 2 - ----- 1 6 0 2 6 1 - 2 5 6 2 8 3 -
Approach EB WB NB SB
HCM Control Delay, s 1.1 0 83.8 $ 1956
HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 51 587 - - 795 - - 53
HCM Lane V/C Ratio 0.107 0.137 - - 0.005 - - 5.004
HCM Control Delay (s) 83.8 12.1 - - 9.6 0 - $ 1956
HCM Lane LOS F B - - A A - F
HCM 95th %tile Q(veh) 0.3 0.5 - - 0 - - 29.9
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-PM HCM 6th Signalized Intersection Summary 02/11/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 253 372 335 83 455 156 351 482 83 73 492 243 Future Volume (veh/h) 253 372 335 83 455 156 351 482 83 73 492 243 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 266 392 313 87 479 146 369 507 80 77 518 254 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 149 168 134 109 535 158 246 821 129 96 422 206 Arrive On Green 0.55 0.55 0.55 0.55 0.55 0.55 0.15 0.28 0.28 0.06 0.19 0.19 Sat Flow, veh/h 206 303 242 140 964 285 1682 2906 457 1682 2185 1068 Grp Volume(v), veh/h 971 0 0 712 0 0 369 292 295 77 397 375 Grp Sat Flow(s),veh/h/ln 751 0 0 1389 0 0 1682 1678 1684 1682 1678 1574 Q Serve(g_s), s 12.1 0.0 0.0 0.0 0.0 0.0 19.0 19.6 19.8 5.9 25.1 25.1 Cycle Q Clear(g_c), s 72.1 0.0 0.0 60.0 0.0 0.0 19.0 19.6 19.8 5.9 25.1 25.1 Prop In Lane 0.27 0.32 0.12 0.21 1.00 0.27 1.00 0.68
Lane Grp Cap(c), veh/h 452 0 0 801 0 0 246 474 476 96 324 304 V/C Ratio(X) 2.15 0.00 0.00 0.89 0.00 0.00 1.50 0.62 0.62 0.80 1.23 1.23 Avail Cap(c_a), veh/h 452 0 0 801 0 0 246 474 476 97 324 304 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.4 0.0 0.0 25.2 0.0 0.0 55.5 40.5 40.6 60.6 52.5 52.5 Incr Delay (d2), s/veh 524.5 0.0 0.0 11.9 0.0 0.0 245.4 2.4 2.5 36.9 126.2 129.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 80.8 0.0 0.0 21.5 0.0 0.0 24.8 8.4 8.6 3.5 21.9 20.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 559.9 0.0 0.0 37.2 0.0 0.0 300.9 42.9 43.1 97.5 178.7 182.2 LnGrp LOS F A A D A A F D D F F F
Approach Vol, veh/h 971 712 956 849
Approach Delay, s/veh 559.9 37.2 142.5 172.9
Approach LOS F D F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.4 41.6 77.0 23.0 30.0 77.0
Change Period (Y+Rc), s 4.0 4.9 4.9 4.0 4.9 4.9
Max Green Setting (Gmax), s 7.5 36.6 72.1 19.0 25.1 72.1 Max Q Clear Time (g_c+I1), s 7.9 21.8 74.1 21.0 27.1 62.0 Green Ext Time (p_c), s 0.0 3.2 0.0 0.0 0.0 4.0
Intersection Summary
HCM 6th Ctrl Delay 244.6
HCM 6th LOS F
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-PM Queues 02/11/2021
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 1011 730 369 594 77 774
v/c Ratio 1.78 0.99 1.52 0.64 0.81 1.18
Control Delay 382.8 58.7 293.5 43.7 111.4 139.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 382.8 58.7 293.5 43.7 111.4 139.5
Queue Length 50th (ft) ~1272 573 ~434 226 65 ~391
Queue Length 95th (ft) #1532 #869 #632 291 #158 #522
Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 240 140
Base Capacity (vph) 567 739 242 922 95 654
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.78 0.99 1.52 0.64 0.81 1.18
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 With Project-PM HCM 6th AWSC 02/11/2021
Intersection
Intersection Delay, s/veh 69
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 120 335 50 41 402 28 92 77 115 20 33 103 Future Vol, veh/h 120 335 50 41 402 28 92 77 115 20 33 103 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 130 364 54 45 437 30 100 84 125 22 36 112
Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 2
HCM Control Delay 89.5 88.6 27.9 18
HCM LOS F F D C
Lane NBLn1 EBLn1 EBLn2WBLn1 SBLn1
Vol Left, % 32% 26% 0% 9% 13%
Vol Thru, % 27% 74% 0% 85% 21%
Vol Right, % 40% 0% 100% 6% 66%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 284 455 50 471 156
LT Vol 92 120 0 41 20
Through Vol 77 335 0 402 33
RT Vol 115 0 50 28 103
Lane Flow Rate 309 495 54 512 170
Geometry Grp 2 7 7 5 2
Degree of Util (X) 0.685 1.091 0.107 1.066 0.402
Departure Headway (Hd) 8.448 8.221 7.362 7.799 9.063
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 432 445 490 471 400
Service Time 6.448 5.921 5.062 5.799 7.063
HCM Lane V/C Ratio 0.715 1.112 0.11 1.087 0.425
HCM Control Delay 27.9 98.1 10.9 88.6 18
HCM Lane LOS D F B F C
HCM 95th-tile Q 5 16.1 0.4 15.6 1.9
Synchro 11 Report
Approach EB WB NB SB
HCM Control Delay, s 1.1 0.7
HCM LOS - -
4: Peach Ave & North Ave Cumulative Year 2040 With Project-PM HCM 6th TWSC 02/11/2021
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 67 366 78 34 333 65 14 242 26 61 287 124 Future Vol, veh/h 67 366 78 34 333 65 14 242 26 61 287 124 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 73 398 85 37 362 71 15 263 28 66 312 135
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 433 0 0 483 0 0 1282 1094 441 1204 1101 398 Stage 1 - ----- 5 8 7 5 8 7 - 4 7 2 4 7 2 -
Stage 2 - ----- 6 9 5 5 0 7 - 7 3 2 6 2 9 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1106 - - 1059 - - 139 ~ 210 608 158 ~ 208 643 Stage 1 - ----- 4 8 9 4 9 0 - 5 6 5 5 5 2 -
Stage 2 - -- --- 4 2 6 5 3 3 - 4 0 7 4 6 9 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1106 - - 1059 - - - ~ 182 608 - ~ 180 643 Mov Cap-2 Maneuver - ------ ~ 1 8 2 -- ~ 1 8 0 -
Stage 1 - ----- 4 4 5 4 4 5 - 5 1 4 5 2 7 -
Stage 2 - ----- 1 3 1 5 0 8 - 1 4 4 4 2 6 -
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) -
1106 - - 1059 - - -
HCM Lane V/C Ratio - 0.066 - - 0.035 - - -
HCM Control Delay (s) - 8.5 0 - 8.5 0 - -
HCM Lane LOS - A A - A A - -
HCM 95th %tile Q(veh) - 0.2 - - 0.1 - - -
Notes
~: Volume exceeds capacity
$: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS
APPENDIX G
LEFT-TURN LANE ANALYSIS
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS
APPENDIX H
IMPROVED INTERSECTION ANALYSIS SHEETS
1: Maple Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 734 1 1 487 112 1 1 1 118 1 102 Future Volume (veh/h) 79 734 1 1 487 112 1 1 1 118 1 102 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1678 1678 1678 1678 1678 1678 1678 1678 1678 1678 1678 1678 Adj Flow Rate, veh/h 86 798 1 1 529 122 1 1 1 128 1 111 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 15 15 15 15 15 15 15 15 15 15 15 15 Cap, veh/h 115 953 1 3 836 708 131 94 61 350 2 192
Arrive On Green 0.07 0.57 0.57 0.00 0.50 0.50 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 1598 1675 2 1598 1678 1422 212 691 451 1269 13 1411 Grp Volume(v), veh/h 86 0 799 1 529 122 3 0 0 128 0 112 Grp Sat Flow(s),veh/h/ln 1598 0 1677 1598 1678 1422 1353 0 0 1269 0 1424 Q Serve(g_s), s 2.5 0.0 18.4 0.0 10.9 2.2 0.0 0.0 0.0 0.1 0.0 3.5 Cycle Q Clear(g_c), s 2.5 0.0 18.4 0.0 10.9 2.2 3.5 0.0 0.0 3.6 0.0 3.5 Prop In Lane 1.00 0.00 1.00 1.00 0.33 0.33 1.00 0.99
Lane Grp Cap(c), veh/h 115 0 954 3 836 708 287 0 0 350 0 194 V/C Ratio(X) 0.75 0.00 0.84 0.29 0.63 0.17 0.01 0.00 0.00 0.37 0.00 0.58 Avail Cap(c_a), veh/h 248 0 1503 201 1453 1232 634 0 0 669 0 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.4 0.0 8.3 23.4 8.6 6.5 17.6 0.0 0.0 19.1 0.0 19.0 Incr Delay (d2), s/veh 9.4 0.0 2.5 42.1 0.8 0.1 0.0 0.0 0.0 0.6 0.0 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 4.9 0.0 3.0 0.5 0.0 0.0 0.0 1.2 0.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.8 0.0 10.9 65.5 9.4 6.6 17.6 0.0 0.0 19.7 0.0 21.7 LnGrp LOS C A B E A A B A A B A C
Approach Vol, veh/h 885 652 3 240
Approach Delay, s/veh 12.8 9.0 17.6 20.6
Approach LOS B A B C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.3 4.1 31.6 11.3 7.4 28.3
Change Period (Y+Rc), s 4.9 4.0 4.9 4.9 4.0 4.9
Max Green Setting (Gmax), s 18.2 5.9 42.1 18.2 7.3 40.7 Max Q Clear Time (g_c+I1), s 5.5 2.0 20.4 5.6 4.5 12.9
Green Ext Time (p_c), s 0.0 0.0 6.3 0.9 0.0 4.2
Intersection Summary
HCM 6th Ctrl Delay 12.5
HCM 6th LOS B
Synchro 11 Report
1: Maple Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated Queues 02/16/2021
Lane Group EBL EBT WBL WBT WBR NBT SBL SBT
Lane Group Flow (vph) 86 799 1 529 122 3 128 112
v/c Ratio 0.44 0.81 0.01 0.67 0.17 0.01 0.51 0.30
Control Delay 37.8 19.7 32.0 18.4 2.9 20.7 31.7 8.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 37.8 19.7 32.0 18.4 2.9 20.7 31.7 8.2
Queue Length 50th (ft) 29 167 0 145 0 1 42 0
Queue Length 95th (ft) #103 #597 5 285 24 8 108 40
Internal Link Dist (ft) 1061 2623 1002 1256
Turn Bay Length (ft) 415 250
Base Capacity (vph) 208 1227 168 1197 1051 484 414 540
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.41 0.65 0.01 0.44 0.12 0.01 0.31 0.21 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 245 426 152 106 255 59 166 410 70 116 417 224 Future Volume (veh/h) 245 426 152 106 255 59 166 410 70 116 417 224 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 1693 Adj Flow Rate, veh/h 266 463 115 115 277 44 180 446 53 126 453 170 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 14 14 14 14 14 14 14 14 14 14 14 14 Cap, veh/h 317 558 473 144 376 319 269 637 284 158 675 301 Arrive On Green 0.20 0.33 0.33 0.09 0.22 0.22 0.09 0.20 0.20 0.10 0.21 0.21 Sat Flow, veh/h 1612 1693 1434 1612 1693 1434 3127 3216 1434 1612 3216 1434 Grp Volume(v), veh/h 266 463 115 115 277 44 180 446 53 126 453 170 Grp Sat Flow(s),veh/h/ln 1612 1693 1434 1612 1693 1434 1564 1608 1434 1612 1608 1434 Q Serve(g_s), s 9.9 15.8 3.6 4.4 9.5 1.5 3.5 8.1 1.9 4.8 8.1 6.6 Cycle Q Clear(g_c), s 9.9 15.8 3.6 4.4 9.5 1.5 3.5 8.1 1.9 4.8 8.1 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 317 558 473 144 376 319 269 637 284 158 675 301 V/C Ratio(X) 0.84 0.83 0.24 0.80 0.74 0.14 0.67 0.70 0.19 0.80 0.67 0.56 Avail Cap(c_a), veh/h 516 843 714 258 572 485 401 1035 462 284 1190 531 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.1 19.3 15.2 27.9 22.6 19.5 27.7 23.3 20.9 27.6 22.7 22.1 Incr Delay (d2), s/veh 6.5 4.4 0.3 9.7 2.8 0.2 2.9 1.4 0.3 8.9 1.2 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 6.2 1.1 2.0 3.8 0.5 1.3 3.0 0.6 2.1 3.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.6 23.7 15.5 37.6 25.4 19.7 30.5 24.7 21.2 36.5 23.9 23.8 LnGrp LOS C C B D C B C C C D C C
Approach Vol, veh/h 844 436 679 749
Approach Delay, s/veh 24.7 28.1 26.0 26.0
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.1 17.3 9.6 25.5 9.4 18.0 16.3 18.8 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 11.0 20.1 10.0 31.1 8.0 23.1 20.0 21.1 Max Q Clear Time (g_c+I1), s 6.8 10.1 6.4 17.8 5.5 10.1 11.9 11.5 Green Ext Time (p_c), s 0.1 2.2 0.1 2.8 0.1 3.0 0.5 1.2 Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated Queues 02/16/2021
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 266 463 165 115 277 64 180 446 76 126 453 243 v/c Ratio 0.78 0.77 0.27 0.62 0.74 0.14 0.59 0.69 0.18 0.64 0.62 0.47 Control Delay 48.6 35.0 5.9 53.7 43.5 0.7 46.6 36.5 0.9 52.6 32.4 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.6 35.0 5.9 53.7 43.5 0.7 46.6 36.5 0.9 52.6 32.4 7.2 Queue Length 50th (ft) 137 228 5 62 141 0 50 120 0 67 116 0 Queue Length 95th (ft) #258 #394 47 #139 #251 0 #93 172 0 #146 167 56 Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 250 150 250 150 240 150 140 150
Base Capacity (vph) 405 664 656 202 450 505 315 815 489 223 937 590 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.66 0.70 0.25 0.57 0.62 0.13 0.57 0.55 0.16 0.57 0.48 0.41 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 33 352 98 141 248 14 46 33 36 24 57 120 Future Volume (veh/h) 33 352 98 141 248 14 46 33 36 24 57 120 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1722 1722 1722 1722 1722 1722 1722 1722 1722 1722 1722 1722 Adj Flow Rate, veh/h 36 383 107 153 270 15 50 36 39 26 62 130 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 12 12 12 12 12 12 12 12 12 12 12 12 Cap, veh/h 65 481 408 189 574 32 84 149 161 50 87 183
Arrive On Green 0.04 0.28 0.28 0.12 0.36 0.36 0.05 0.20 0.20 0.03 0.18 0.18 Sat Flow, veh/h 1640 1722 1459 1640 1616 90 1640 756 819 1640 496 1039 Grp Volume(v), veh/h 36 383 107 153 0 285 50 0 75 26 0 192 Grp Sat Flow(s),veh/h/ln 1640 1722 1459 1640 0 1706 1640 0 1575 1640 0 1535 Q Serve(g_s), s 1.0 9.7 2.7 4.3 0.0 6.1 1.4 0.0 1.9 0.7 0.0 5.5 Cycle Q Clear(g_c), s 1.0 9.7 2.7 4.3 0.0 6.1 1.4 0.0 1.9 0.7 0.0 5.5 Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.52 1.00 0.68
Lane Grp Cap(c), veh/h 65 481 408 189 0 606 84 0 310 50 0 271 V/C Ratio(X) 0.55 0.80 0.26 0.81 0.00 0.47 0.60 0.00 0.24 0.52 0.00 0.71 Avail Cap(c_a), veh/h 205 658 558 205 0 652 205 0 602 205 0 586 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.2 15.7 13.2 20.3 0.0 11.8 21.9 0.0 16.0 22.5 0.0 18.3 Incr Delay (d2), s/veh 7.0 4.8 0.3 19.6 0.0 0.6 6.7 0.0 0.4 8.0 0.0 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 3.9 0.8 2.5 0.0 2.0 0.6 0.0 0.6 0.4 0.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.2 20.5 13.5 39.9 0.0 12.3 28.6 0.0 16.4 30.5 0.0 21.7 LnGrp LOS C C B D A B C A B C A C
Approach Vol, veh/h 526 438 125 218
Approach Delay, s/veh 19.7 22.0 21.2 22.7
Approach LOS B C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 5.4 14.2 9.4 18.1 6.4 13.2 5.9 21.6 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 5.9 18.0 5.9 18.0 5.9 18.0 5.9 18.0 Max Q Clear Time (g_c+I1), s 2.7 3.9 6.3 11.7 3.4 7.5 3.0 8.1 Green Ext Time (p_c), s 0.0 0.2 0.0 1.5 0.0 0.8 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated Queues 02/16/2021
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 36 383 107 153 285 50 75 26 192
v/c Ratio 0.18 0.72 0.19 0.76 0.37 0.25 0.19 0.13 0.53
Control Delay 26.7 26.9 2.1 55.5 14.9 27.7 11.2 26.2 14.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.7 26.9 2.1 55.5 14.9 27.7 11.2 26.2 14.4 Queue Length 50th (ft) 11 108 0 51 50 16 8 8 19
Queue Length 95th (ft) 37 #253 13 #159 156 46 40 29 67
Internal Link Dist (ft) 2622 2568 705 2644
Turn Bay Length (ft)
Base Capacity (vph) 201 645 650 201 769 201 629 201 659 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.18 0.59 0.16 0.76 0.37 0.25 0.12 0.13 0.29 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 232 33 22 304 51 22 251 40 35 154 76 Future Volume (veh/h) 148 232 33 22 304 51 22 251 40 35 154 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1796 1796 1796 1796 1796 1796 1796 1796 1796 1796 1796 1796 Adj Flow Rate, veh/h 161 252 36 24 330 55 24 273 43 38 167 83 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 7 7 7 7 7 7 7 7 7 7 7 7
Cap, veh/h 203 549 78 48 400 67 48 349 55 70 275 137
Arrive On Green 0.12 0.36 0.36 0.03 0.27 0.27 0.03 0.23 0.23 0.04 0.24 0.24 Sat Flow, veh/h 1711 1537 220 1711 1501 250 1711 1515 239 1711 1132 563 Grp Volume(v), veh/h 161 0 288 24 0 385 24 0 316 38 0 250 Grp Sat Flow(s),veh/h/ln 1711 0 1757 1711 0 1751 1711 0 1753 1711 0 1695 Q Serve(g_s), s 4.7 0.0 6.5 0.7 0.0 10.7 0.7 0.0 8.8 1.1 0.0 6.8 Cycle Q Clear(g_c), s 4.7 0.0 6.5 0.7 0.0 10.7 0.7 0.0 8.8 1.1 0.0 6.8 Prop In Lane 1.00 0.13 1.00 0.14 1.00 0.14 1.00 0.33
Lane Grp Cap(c), veh/h 203 0 627 48 0 467 48 0 404 70 0 412 V/C Ratio(X) 0.79 0.00 0.46 0.50 0.00 0.83 0.50 0.00 0.78 0.55 0.00 0.61 Avail Cap(c_a), veh/h 297 0 719 195 0 612 195 0 650 195 0 628 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.2 0.0 12.8 24.8 0.0 17.9 24.8 0.0 18.7 24.4 0.0 17.4 Incr Delay (d2), s/veh 8.7 0.0 0.5 7.7 0.0 7.0 7.7 0.0 3.3 6.5 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 2.3 0.4 0.0 4.7 0.4 0.0 3.5 0.6 0.0 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.9 0.0 13.3 32.5 0.0 24.9 32.5 0.0 22.1 30.9 0.0 18.9 LnGrp LOS C A B C A C C A C C A B
Approach Vol, veh/h 449 409 340 288
Approach Delay, s/veh 19.6 25.3 22.8 20.5
Approach LOS B C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.1 16.8 5.5 23.4 5.5 17.5 10.2 18.7 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 5.9 19.2 5.9 21.2 5.9 19.2 9.0 18.1 Max Q Clear Time (g_c+I1), s 3.1 10.8 2.7 8.5 2.7 8.8 6.7 12.7 Green Ext Time (p_c), s 0.0 1.2 0.0 1.3 0.0 1.0 0.1 1.1 Intersection Summary
HCM 6th Ctrl Delay 22.1
HCM 6th LOS C
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 With Project-AM-Mitigated Queues 02/16/2021
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 161 288 24 385 24 316 38 250
v/c Ratio 0.62 0.36 0.14 0.77 0.14 0.70 0.21 0.55
Control Delay 39.6 15.9 30.5 32.9 30.5 29.3 31.5 22.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.6 15.9 30.5 32.9 30.5 29.3 31.5 22.2
Queue Length 50th (ft) 50 42 7 104 7 90 12 60
Queue Length 95th (ft) #157 170 31 #296 31 197 43 143
Internal Link Dist (ft) 2568 5258 1085 2528
Turn Bay Length (ft)
Base Capacity (vph) 274 799 180 577 180 611 180 608
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.59 0.36 0.13 0.67 0.13 0.52 0.21 0.41 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
1: Maple Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 74 732 1 4 852 199 1 2 2 154 1 89 Future Volume (veh/h) 74 732 1 4 852 199 1 2 2 154 1 89 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 80 796 1 4 926 216 1 2 2 167 1 97
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 100 1126 1 9 1032 874 82 125 99 307 2 232
Arrive On Green 0.06 0.64 0.64 0.01 0.58 0.58 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 1682 1764 2 1682 1767 1497 151 800 634 1334 15 1484 Grp Volume(v), veh/h 80 0 797 4 926 216 5 0 0 167 0 98
Grp Sat Flow(s),veh/h/ln 1682 0 1766 1682 1767 1497 1586 0 0 1334 0 1499 Q Serve(g_s), s 3.4 0.0 21.9 0.2 33.7 5.2 0.0 0.0 0.0 8.6 0.0 4.3 Cycle Q Clear(g_c), s 3.4 0.0 21.9 0.2 33.7 5.2 0.2 0.0 0.0 8.8 0.0 4.3 Prop In Lane 1.00 0.00 1.00 1.00 0.20 0.40 1.00 0.99
Lane Grp Cap(c), veh/h 100 0 1127 9 1032 874 307 0 0 307 0 234 V/C Ratio(X) 0.80 0.00 0.71 0.45 0.90 0.25 0.02 0.00 0.00 0.54 0.00 0.42 Avail Cap(c_a), veh/h 121 0 1236 115 1229 1042 460 0 0 442 0 386 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.1 0.0 8.8 36.4 13.4 7.4 26.2 0.0 0.0 29.8 0.0 28.0 Incr Delay (d2), s/veh 25.6 0.0 1.7 31.0 8.0 0.1 0.0 0.0 0.0 1.5 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 7.1 0.1 13.2 1.5 0.1 0.0 0.0 2.9 0.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.7 0.0 10.4 67.4 21.4 7.6 26.2 0.0 0.0 31.3 0.0 29.2 LnGrp LOS E A B E C A C A A C A C
Approach Vol, veh/h 877 1146 5 265
Approach Delay, s/veh 14.9 18.9 26.2 30.5
Approach LOS B B C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 16.4 5.3 51.8 16.4 9.3 47.8
Change Period (Y+Rc), s 4.9 4.9 4.9 4.9 4.9 4.9
Max Green Setting (Gmax), s 18.9 5.0 51.4 18.9 5.3 51.1 Max Q Clear Time (g_c+I1), s 2.2 2.2 23.9 10.8 5.4 35.7 Green Ext Time (p_c), s 0.0 0.0 6.7 0.7 0.0 7.2
Intersection Summary
HCM 6th Ctrl Delay 18.8
HCM 6th LOS B
Synchro 11 Report
1: Maple Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated Queues 02/16/2021
Lane Group EBL EBT WBL WBT WBR NBT SBL SBT
Lane Group Flow (vph) 80 797 4 926 216 5 167 98
v/c Ratio 0.75 0.67 0.04 0.93 0.23 0.02 0.71 0.28
Control Delay 81.4 13.5 41.0 33.6 2.0 24.2 49.9 9.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 81.4 13.5 41.0 33.6 2.0 24.2 49.9 9.3
Queue Length 50th (ft) 44 205 2 414 0 1 86 0
Queue Length 95th (ft) #128 510 13 #746 29 11 154 40
Internal Link Dist (ft) 1061 2623 1002 1256
Turn Bay Length (ft) 415
Base Capacity (vph) 107 1213 101 1095 1011 369 305 419
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.75 0.66 0.04 0.85 0.21 0.01 0.55 0.23 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 253 372 335 83 455 156 351 482 83 73 492 243 Future Volume (veh/h) 253 372 335 83 455 156 351 482 83 73 492 243 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 266 392 237 87 479 115 369 507 61 77 518 179 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 300 717 608 110 518 439 430 885 395 97 636 284 Arrive On Green 0.18 0.41 0.41 0.07 0.29 0.29 0.13 0.26 0.26 0.06 0.19 0.19 Sat Flow, veh/h 1682 1767 1497 1682 1767 1497 3264 3357 1497 1682 3357 1497 Grp Volume(v), veh/h 266 392 237 87 479 115 369 507 61 77 518 179 Grp Sat Flow(s),veh/h/ln 1682 1767 1497 1682 1767 1497 1632 1678 1497 1682 1678 1497 Q Serve(g_s), s 13.2 14.5 9.6 4.4 22.6 5.0 9.5 11.2 2.7 3.9 12.7 9.4 Cycle Q Clear(g_c), s 13.2 14.5 9.6 4.4 22.6 5.0 9.5 11.2 2.7 3.9 12.7 9.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 300 717 608 110 518 439 430 885 395 97 636 284 V/C Ratio(X) 0.89 0.55 0.39 0.79 0.93 0.26 0.86 0.57 0.15 0.79 0.81 0.63 Avail Cap(c_a), veh/h 314 717 608 149 538 456 430 904 403 137 736 328 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.4 19.4 18.0 39.5 29.4 23.2 36.4 27.4 24.2 39.9 33.3 32.0 Incr Delay (d2), s/veh 24.3 0.9 0.4 18.3 21.7 0.3 15.8 0.8 0.2 18.4 6.2 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 5.8 3.2 2.3 12.3 1.8 4.6 4.5 0.9 2.1 5.6 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.7 20.3 18.4 57.8 51.1 23.5 52.2 28.2 24.4 58.3 39.5 35.0 LnGrp LOS E C B E D C D C C E D D
Approach Vol, veh/h 895 681 937 774
Approach Delay, s/veh 31.2 47.3 37.4 40.3
Approach LOS C D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 27.5 9.6 39.7 15.3 21.2 19.3 30.0 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 7.0 23.1 7.6 34.5 11.3 18.8 16.0 26.1 Max Q Clear Time (g_c+I1), s 5.9 13.2 6.4 16.5 11.5 14.7 15.2 24.6 Green Ext Time (p_c), s 0.0 2.5 0.0 3.1 0.0 1.6 0.1 0.6 Intersection Summary
HCM 6th Ctrl Delay 38.5
HCM 6th LOS D
Synchro 11 Report
2: Chestnut Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated Queues 02/16/2021
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 266 392 353 87 479 164 369 507 87 77 518 256 v/c Ratio 0.90 0.55 0.44 0.64 0.95 0.28 0.90 0.55 0.16 0.61 0.78 0.51 Control Delay 70.3 24.7 5.2 61.7 61.7 2.7 64.4 31.0 0.7 61.3 42.7 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.3 24.7 5.2 61.7 61.7 2.7 64.4 31.0 0.7 61.3 42.7 8.1 Queue Length 50th (ft) 150 174 11 49 266 0 108 133 0 43 146 0 Queue Length 95th (ft) #293 268 68 #115 #458 21 #191 185 0 #104 204 61 Internal Link Dist (ft) 2623 2622 1347 2552
Turn Bay Length (ft) 250 150 250 150 240 150 140 150
Base Capacity (vph) 301 716 798 142 517 592 412 916 531 131 707 518 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.88 0.55 0.44 0.61 0.93 0.28 0.90 0.55 0.16 0.59 0.73 0.49 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 335 50 41 402 28 92 77 115 20 33 103 Future Volume (veh/h) 120 335 50 41 402 28 92 77 115 20 33 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 1767 Adj Flow Rate, veh/h 130 364 54 45 437 30 100 84 125 22 36 112 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 9 9 9 9 9 9 9 9 9 9 9 9
Cap, veh/h 164 662 561 78 529 36 127 124 184 44 54 169
Arrive On Green 0.10 0.37 0.37 0.05 0.32 0.32 0.08 0.19 0.19 0.03 0.14 0.14 Sat Flow, veh/h 1682 1767 1497 1682 1634 112 1682 641 954 1682 378 1177 Grp Volume(v), veh/h 130 364 54 45 0 467 100 0 209 22 0 148 Grp Sat Flow(s),veh/h/ln 1682 1767 1497 1682 0 1746 1682 0 1595 1682 0 1555 Q Serve(g_s), s 3.7 8.0 1.2 1.3 0.0 12.2 2.9 0.0 6.0 0.6 0.0 4.5 Cycle Q Clear(g_c), s 3.7 8.0 1.2 1.3 0.0 12.2 2.9 0.0 6.0 0.6 0.0 4.5 Prop In Lane 1.00 1.00 1.00 0.06 1.00 0.60 1.00 0.76
Lane Grp Cap(c), veh/h 164 662 561 78 0 566 127 0 308 44 0 223 V/C Ratio(X) 0.79 0.55 0.10 0.57 0.00 0.83 0.79 0.00 0.68 0.50 0.00 0.66 Avail Cap(c_a), veh/h 272 859 728 204 0 779 211 0 682 200 0 656 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.9 12.2 10.0 23.1 0.0 15.5 22.5 0.0 18.6 23.8 0.0 20.1 Incr Delay (d2), s/veh 8.3 0.7 0.1 6.5 0.0 5.2 10.3 0.0 2.6 8.3 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.8 0.3 0.6 0.0 4.9 1.4 0.0 2.2 0.3 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.1 12.9 10.1 29.6 0.0 20.7 32.8 0.0 21.2 32.1 0.0 23.4 LnGrp LOS C B B C A C C A C C A C
Approach Vol, veh/h 548 512 309 170
Approach Delay, s/veh 16.7 21.5 25.0 24.5
Approach LOS B C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 5.3 14.5 6.3 23.5 7.7 12.0 8.8 21.0 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 5.9 21.2 6.0 24.1 6.2 20.9 8.0 22.1 Max Q Clear Time (g_c+I1), s 2.6 8.0 3.3 10.0 4.9 6.5 5.7 14.2 Green Ext Time (p_c), s 0.0 1.0 0.0 2.0 0.0 0.7 0.1 1.8 Intersection Summary
HCM 6th Ctrl Delay 20.8
HCM 6th LOS C
Synchro 11 Report
3: Willow Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated Queues 02/16/2021
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 130 364 54 45 467 100 209 22 148
v/c Ratio 0.53 0.48 0.07 0.24 0.72 0.50 0.44 0.12 0.45
Control Delay 37.4 17.2 0.2 31.3 26.7 40.0 14.4 29.5 13.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 37.4 17.2 0.2 31.3 26.7 40.0 14.4 29.5 13.5 Queue Length 50th (ft) 46 99 0 16 144 36 31 8 12
Queue Length 95th (ft) #132 211 0 48 #345 #112 97 29 56 Internal Link Dist (ft) 2622 2568 705 2644
Turn Bay Length (ft) 250 250 250 250
Base Capacity (vph) 258 870 811 193 746 200 713 190 695 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.42 0.07 0.23 0.63 0.50 0.29 0.12 0.21 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated HCM 6th Signalized Intersection Summary 02/16/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 366 78 34 333 65 14 242 26 61 287 124 Future Volume (veh/h) 67 366 78 34 333 65 14 242 26 61 287 124 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 Adj Flow Rate, veh/h 73 398 85 37 362 71 15 263 28 66 312 135 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 103 470 100 67 447 88 32 438 47 97 372 161
Arrive On Green 0.06 0.32 0.32 0.04 0.30 0.30 0.02 0.27 0.27 0.06 0.31 0.31 Sat Flow, veh/h 1725 1447 309 1725 1471 288 1725 1609 171 1725 1199 519 Grp Volume(v), veh/h 73 0 483 37 0 433 15 0 291 66 0 447 Grp Sat Flow(s),veh/h/ln 1725 0 1755 1725 0 1759 1725 0 1780 1725 0 1718 Q Serve(g_s), s 2.4 0.0 14.8 1.2 0.0 13.2 0.5 0.0 8.2 2.2 0.0 14.0 Cycle Q Clear(g_c), s 2.4 0.0 14.8 1.2 0.0 13.2 0.5 0.0 8.2 2.2 0.0 14.0 Prop In Lane 1.00 0.18 1.00 0.16 1.00 0.10 1.00 0.30
Lane Grp Cap(c), veh/h 103 0 570 67 0 535 32 0 485 97 0 533 V/C Ratio(X) 0.71 0.00 0.85 0.55 0.00 0.81 0.47 0.00 0.60 0.68 0.00 0.84 Avail Cap(c_a), veh/h 194 0 761 179 0 747 179 0 747 203 0 744 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.7 0.0 18.2 27.3 0.0 18.6 28.1 0.0 18.3 26.8 0.0 18.6 Incr Delay (d2), s/veh 8.7 0.0 6.8 7.0 0.0 4.6 10.3 0.0 1.2 8.0 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 6.4 0.6 0.0 5.5 0.3 0.0 3.2 1.1 0.0 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.4 0.0 25.0 34.3 0.0 23.2 38.5 0.0 19.5 34.8 0.0 24.6 LnGrp LOS D A C C A C D A B C A C
Approach Vol, veh/h 556 470 306 513
Approach Delay, s/veh 26.4 24.1 20.4 25.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.3 20.7 6.2 23.7 5.1 22.9 7.5 22.5 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 6.8 24.3 6.0 25.1 6.0 25.1 6.5 24.6 Max Q Clear Time (g_c+I1), s 4.2 10.2 3.2 16.8 2.5 16.0 4.4 15.2 Green Ext Time (p_c), s 0.0 1.4 0.0 2.0 0.0 1.9 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 24.7
HCM 6th LOS C
Synchro 11 Report
4: Peach Ave & North Ave Cumulative Year 2040 With Project-PM-Mitigated Queues 02/16/2021
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 73 483 37 433 15 291 66 447
v/c Ratio 0.40 0.68 0.22 0.74 0.09 0.56 0.35 0.72
Control Delay 40.0 25.1 36.1 30.1 34.4 26.5 37.8 26.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.0 25.1 36.1 30.1 34.4 26.5 37.8 26.8
Queue Length 50th (ft) 31 140 15 161 6 112 27 143
Queue Length 95th (ft) #85 #393 47 #338 25 193 71 #344
Internal Link Dist (ft) 2568 5258 1085 2528
Turn Bay Length (ft) 250 250 250 250
Base Capacity (vph) 192 830 177 753 177 749 200 796
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.58 0.21 0.58 0.08 0.39 0.33 0.56 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Synchro 11 Report
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS
APPENDIX I
SOURCES REFERENCED
TRAFFIC IMPACT STUDY – PROPOSED FIRST RESPONDERS CAMPUS
SOURCES REFERENCED
California State Transportation Agency and California Department of Transportation (Caltrans). California Manual on Uniform Traffic Control Devices, 2014 Edition (Revision 5). March 27, 2020.
California Highway Patrol. Statewide Integrated Traffic Records System. Accessed February 2021. Website URL: https://www.chp.ca.gov/Programs-Services/Services- Information/SWITRS-Internet-Statewide-Integrated-Traffic-Records-System City of Fresno. Fresno General Plan. December 2014.
City of Fresno. Fresno Active Transportation Plan. December 2016.
City of Fresno. City-Wide Traffic Signal Mitigation Impact Fee Nexus Analysis for Proposed Fee Update. September 2016.
City of Fresno. 2016 Fresno Major Street Impact Fee Program Nexus Stud y Update (Public Review Draft Report). November 2016.
City of Fresno. Fresno Area Express website. Accessed March 2021 Website URL:
https://www.fresno.gov/transportation/fax/
City of Fresno. Fresno Municipal Code Chapter 15: Citywide Development Code.
December 2015.
County of Fresno. Guidelines for the Preparation of Traffic Impact Studies Within County of Fresno dated August 2012
Fresno Council of Governments. “Measure C”. Accessed February 2021. Website URL:
https://www.fresnocog.org/project/measure-c/
Harmelink, M.D. “Volum e Warrants for Left -Turn Storage Lanes at Unsignalized Grade Intersections” Highway Research Record No. 211, Highway Research Board, 1967
Institute of Transportation Engineers (ITE). Trip Generation Manual, 10 th Edition. 2017
State of California, Governor’ s Office of Planning and Research. “Technical Advisory on Evaluating Transportation Impacts in CEQA.” December 2018.
Transportation Research Board. Highway Capacity Manual, 6th Edition. 2016.
Transportation Research Board. National Cooperative Highway Rese arch Program Report 255 entitled “Highway Traffic Data for Urbanized Area Project Planning and Design.” December 1982.
Fresno Fire Department Regional Training Center Project EIR Addendum
APPENDIX B
Mitigation Monitoring and Reporting Program
1 MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation
Measure Requirements of Measure Compliance Method Verification Timing Responsible Party AQ-1 On-road diesel vehicles shall comply with Section 2485 of Title 13 of the California Code of Regulations. This regulation limits idling from diesel-fueled commercial motor vehicles with gross vehicular weight ratings of more than 10,000 pounds and licensed for operation on highways. It applies to California and non-California based vehicles.
In general, the regulation specifies that drivers of said vehicles:
a. Shall not idle the vehicle’s primary diesel engine for greater than 5 minutes at any location, except as noted in
Subsection (d) of the regulation; and,
b. Shall not operate a diesel-fueled auxiliary power system to power a heater, air conditioner, or any ancillary equipment on that vehicle during sleeping or resting in a sleeper berth for greater than 5.0 minutes at any location when within 1,000 feet of a restricted area, except as noted in
Subsection (d) of the regulation.
Enforce idling restrictions
for on-road diesel
vehicles and auxiliary
power systems
During construction
activities
City of Fresno
AQ-2 Heavy-duty, off-road diesel-fueled equipment (50 horsepower, or greater) shall comply with the 5-minute idling restriction identified in Section 2449(d)(2) of the California Air Resources Board’s In-Use Off-road Diesel regulation.
Enforce 5-minute idling
restrictions for off-road
diesel equipment
During construction
activities
City of Fresno
AQ-3 Heavy-duty, off-road diesel-fueled equipment (50 horsepower, or greater) shall be fitted with diesel particulate filters, per manufacturer’s recommendations, or shall meet at minimum Tier 3 emissions standards. To the extent locally available, Tier 4 should be used.
Utilize compliant diesel
equipment meeting Tier 3
or better emissions
standards and install
diesel particulate filters
where required
During construction
activities
City of Fresno AQ-4 Signs shall be posted at the project site construction entrance to remind drivers and operators of the state’s five-minute idling limit.
Install idling limit signage
at construction entrances
Prior to and during
construction activities
City of Fresno
AQ-5 To the extent available, fossil-fueled equipment shall be replaced with alternatively-fueled (e.g., natural gas) or electrically-driven equivalents.
Utilize alternatively fueled
or electrically driven
construction equipment
where feasible
During construction
activities
City of Fresno
AQ-6 Construction truck trips shall be scheduled, to the extent possible, to occur during non-peak hours.
Schedule truck trips
during non-peak hours
where feasible
During construction
activities
City of Fresno
AQ-7 The burning of vegetative material shall be prohibited. Prohibit on-site burning of vegetative material
During construction
activities
City of Fresno
Addendum to the First Responders Campus Project Final Environmental Impact Report Mitigation Monitoring and Reporting Program
2 AQ-8 The proposed project shall comply with SJVAPCD Regulation VIII for the control of fugitive dust emissions. Regulation VIII can be obtained on the SJVAPCD’s website: https://www.valleyair.org/rules-and- planning/current-district-rules-and-regulations/regulation-viii-fugitive- pm10-prohibitions/. At a minimum, the following measures shall be implemented:
a. All disturbed areas, including storage piles, which are not being actively utilized for construction purposes, shall be effectively stabilized of dust emissions using water,
chemical stabilizer/suppressant, covered with a tarp or other suitable cover or vegetative ground cover.
b. All on-site unpaved roads and off-site unpaved access roads shall be effectively stabilized of dust emissions using water or chemical stabilizer/suppressant.
c. All land clearing, grubbing, scraping, excavation, land leveling, grading, and cut & fill activities shall be effectively controlled of fugitive dust emissions utilizing application of water or by presoaking.
d. When materials are transported off-site, all material shall be covered, or effectively wetted to limit visible dust emissions, and at least six inches of freeboard space from the top of the container shall be maintained.
e. Trackout shall be immediately removed when it extends 50 or more feet from the site and at the end of each workday. (The use of dry rotary brushes is expressly prohibited
except where preceded or accompanied by sufficient
wetting to limit the visible dust emissions. Use of blower devices is expressly forbidden.)
f. Following the addition of materials to, or the removal of materials from, the surface of outdoor storage piles, said piles shall be effectively stabilized of fugitive dust
emissions utilizing sufficient water or chemical
stabilizer/suppressant.
g. On-road vehicle speeds on unpaved surfaces of the project site shall be limited to 15 mph.
h. Sandbags or other erosion control measures shall be
installed sufficient to prevent silt runoff to public roadways from sites with a slope greater than one percent.
i. Excavation and grading activities shall be suspended when winds exceed sustained speeds of 20 miles per hour
(Regardless of wind speed, an owner/operator must
comply with Regulation VIII’s 20 percent opacity limitation).
Implement fugitive dust
control measures
consistent with SJVAPCD
Regulation VIII
During construction
activities
City of Fresno
AQ-9 The above measures for the control of construction-generated emissions shall be made available to project contractors and included on site grading and construction plans.
Incorporate air quality
mitigation measures into
grading and construction
plans and distribute to
contractors
Prior to ground
disturbance and
construction
City of Fresno
Biological Resources
Addendum to the First Responders Campus Project Final Environmental Impact Report Mitigation Monitoring and Reporting Program
3 BR-1 Special Status Birds (except Burrowing Owl—see MM BR-2) a. Avoidance. If feasible, any vegetation removal will take place between September 1 and February 1 to avoid
impacts to nesting birds in compliance with the Migratory Bird Treaty Act. If vegetation removal must occur during the nesting season, project construction may be delayed due to actively nesting birds and their required protective buffers.
b. Pre-construction Surveys.
1. If vegetation removal or ground disturbance will
commence between February 1 and August 31,
a qualified biologist will conduct a
preconstruction survey for nesting birds within 10
days of the initiation of disturbance activities.
This survey will cover:
i. Potential nest sites in trees, bushes, or
grass within species-specific buffers of
the project area (Swainson’s hawk –
0.5 mile, other raptor species – 500
feet, non-raptor species – 250 feet).
ii. Survey protocol developed by the
Swainson’s Hawk Technical Advisory
Committee (TAC) should be followed,
which includes survey timing and
requirements for repeated visits.
2. If no active nests are detected during the pre-
construction survey, then no further action is
required. If an active nest is detected, then
minimization measures (described below) shall
be implemented.
c. Minimization/Establish Buffers.
1. Special status bird species and MBTA-protected
species: If any active nests are discovered (and
if construction will occur during bird breeding
season), the USFWS and/or CDFW will be
contacted to determine protective measures
required to avoid take. These measures could
include fencing off an area where a nest occurs,
or shifting construction work temporally or
spatially away from the nesting birds. Biologists
are required on site to monitor construction while
protected migratory birds are nesting in the
project area to ensure that the buffer is adequate
and that the nest is not stressed and/or
abandoned. If an active nest is found after the
completion of the pre-construction surveys and
after construction begins, all construction
activities will stop until a qualified biologist has
evaluated the nest and erected the appropriate
buffer around the nest.
Retain qualified biologist
to conduct nesting bird
surveys, establish buffers,
monitor active nests, and
coordinate mitigation or
permitting if required
Prior to and during
ground disturbance and
vegetation removal
activities
City of Fresno
Addendum to the First Responders Campus Project Final Environmental Impact Report Mitigation Monitoring and Reporting Program
4 d. If avoidance is not possible a qualified biologist will develop appropriate mitigations that will reduce project impacts to sensitive biological resources to a less than significant level. The type and amount of mitigation will depend on the resources impacted, the extent of the
impacts, and the quality of habitats to be impacted.
Mitigations may include, but are not limited to: 1)
Compensation for lost habitat in the form of preservation or creation of in-kind habitat protected by conservation
easement; 2) Purchase of appropriate credits from an
approved mitigation bank or land trust servicing the Tulare County Area; 3) Payment of in-lieu fees.
e. Take Authorization. In the event an active Swainson’s hawk nest is detected during surveys and the one-half mile no-disturbance buffer around the nest cannot feasibly be implemented, the City shall consult with CDFW is
warranted to discuss how to implement the project and
avoid take. If take cannot be avoided, take authorization through the acquisition of an Incidental Take Permit (ITP), pursuant to Fish and Game Code section 2081 subdivision (b) is warranted to comply with CESA.
BR-2 Burrowing Owl
a. Pre-construction Surveys.
1. Surveys for burrowing owl will occur within 14
days prior to any ground disturbance, no matter
the season. Surveys will cover potential
burrowing owl burrows in the project area and
suitable habitat within 150 m (500 ft). Evaluation
of use by owls shall be in accordance with
California Department of Fish and Wildlife survey
guidelines (CBOC 1993, CDFG 1995, CDFG
2012). Surveys will document if burrowing owls
are nesting or using habitat in or directly
adjacent to the project area. Survey results will
be valid only for the season (breeding (Feb 1-
Aug 31) or non-breeding (Sept 1-Jan 31) during
which the survey is conducted.
2. If no active burrows are detected during the pre-
construction surveys, then no further action is
required. If an active burrow is detected, then
minimization measures (described below) shall
be implemented.
b. Minimization/Establish Buffers: If burrowing owl are detected within the survey area, CDFW will be consulted to determine the suitable buffer, which can range from 50-500 meters depending on the level of disturbance of the project activity, existing disturbance of the site (vehicle traffic, humans, pets, etc.), and time of year (nesting vs.
wintering). If avoidance is not feasible, the City will work Conduct preconstruction
burrowing owl surveys
and implement avoidance
buffers or mitigation in
coordination with CDFW
Prior to and during
ground disturbance
activities
City of Fresno
Addendum to the First Responders Campus Project Final Environmental Impact Report Mitigation Monitoring and Reporting Program
5 with CDFW to determine appropriate mitigation, such as passive exclusion or translocation, and associated
mitigation land offset (CDFG 2012).
Cultural Resources
CR-1 Prior to the start of ground disturbing activities, a field survey of the site shall be conducted by a qualified cultural resources specialist ascertain whether there are cultural resources on the surface of the Project site. If surface resources are encountered and determined by the cultural resources specialist to be potentially significant, the specialist shall make recommendations to the Lead Agency on mitigation measures to be implemented to protect the discovered resources in accordance with CEQA Guidelines §15064.5 and Public Resources Code §21083.2.
Retain qualified cultural
resources specialist to
conduct preconstruction
field survey and provide
recommendations if
resources are identified
Prior to ground disturbing
activities
City of Fresno
CR-2 If cultural resources are encountered during ground disturbing activities, work shall stop in the immediate vicinity of the find and a qualified cultural resources specialist shall be consulted to determine the significance of the resources in accordance with CEQA Guidelines §15064.5. If potentially significant, the qualified cultural resources specialist shall make recommendations to the Lead Agency on mitigation measures to be implemented to protect the discovered resources in accordance with CEQA Guidelines §15064.5 and Public Resources Code §21083.2.
Halt work in vicinity of
discovery and retain
qualified specialist to
evaluate and recommend
treatment measures
During construction
activities, if resources are
encountered
City of Fresno
CR-3 If cultural remains are encountered during ground disturbing activities, work shall stop in the immediate vicinity of the find and the County Coroner notified in accordance with Health and Safety Code §7050.5 and CEQA Guidelines §15064.5(e). If the remains are determined to be of Native American descent, the procedures and requirements set forth in in CEQA Guidelines §15064.5(d) and (e) and Public Resources Code §5097.98 shall be implemented.
Halt work, notify County
Coroner, and comply with
CEQA and Public
Resources Code
requirements for
treatment of human
remains
During construction
activities, if human
remains are encountered
City of Fresno
Geology and Soils
GS-1 Mitigation for Potential Discovery of Subsurface Paleontological Resources. If paleontological resources are discovered during ground disturbing activities, work shall stop in the immediate vicinity of the find and a qualified paleontologist shall be consulted to determine whether the resources require further study. If the resources are determined to be potentially significant, the qualified paleontologist shall make recommendations to the City on the measures that shall be implemented to protect the discovered resources, including but not limited to, excavation and evaluation of the find, as well as providing the resources to an appropriate institution or person who is capable of providing long-term preservation to allow future scientific study.
Halt work in vicinity of find
and retain qualified
paleontologist to evaluate
and recommend
treatment or preservation
measures
During construction
activities, if
paleontological resources
are encountered
City of Fresno
Noise
Addendum to the First Responders Campus Project Final Environmental Impact Report Mitigation Monitoring and Reporting Program
6 N-1 The following measures shall be implemented to reduce construction-generated noise levels.
a. Noise-generating construction activities including
equipment maintenance, shall be limited to the hours
between 6:00 a.m. and 9:00 p.m. on weekdays, and
between 7:00 a.m. and 5:00 p.m. on Saturday or Sunday.
b. Stationary construction equipment that generates noise that exceeds 65 dBA at the project boundaries shall be
shielded with a barrier that meets a sound transmission class rating of 25.
c. All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended
mufflers.
d. Whenever feasible, electrical power shall be used to run air compressors and similar power tools.
e. Construction staging areas shall be located at the furthest distance possible from nearby residential land uses.
Implement construction
noise reduction measures
and limit construction
hours
During construction
activities
City of Fresno
Transportation
T-1 To ensure compatibility with the future planned widening of North Avenue set forth in the long-range planning of the City of Fresno and County of Fresno, the project site shall maintain a physical configuration which will allow for related improvements to facilitate appropriate widening of North Avenue as an arterial street, such as curb and gutter and utility relocations. In addition, the City shall implement on-site circulation measures at the western First Responders Campus driveway to reinforce the existing outbound vehicle movement restriction or, alternatively, restripe the driveway to permit outbound right-turn movements only, subject to review and approval by the applicable roadway agency.
Maintain site
configuration for future
roadway improvements
and implement approved
circulation measures
Prior to project operation City of Fresno
T-3 To reduce the project’s generation of vehicle miles traveled (VMT), the following measures shall be implemented at the project site prior to its initial operation and maintained throughout its operation:
a. The project shall install infrastructure for at least 18 electric vehicle (EV) charging stations. Further, the City shall pursue grant or other funding sources to implement EV
charging stations on the site.
b. The project shall install bicycle parking and shower/locker facilities.
c. The City shall establish a program (or programs) promoting alternatives to single-occupancy vehicle trips at the First Responders Campus. This shall include establishing a
ride-sharing or ride-matching program that functions to coordinate pooled travel between the First Responders
Campus and other SCCCD campuses, such that students
and staff are able to make pooled trips to and from the First Responders Campus during periods of regular
instruction at the project; parking charges for students and Install EV charging
infrastructure and bicycle
facilities; establish
transportation demand
management and transit
coordination programs
Prior to initial operation
and throughout operation
City of Fresno
Addendum to the First Responders Campus Project Final Environmental Impact Report Mitigation Monitoring and Reporting Program
7 employees; and a transit subsidy for students (e.g., free bus passes, as funding allows).
d. The City shall act to promote improved and increased access to transit for the project.
Tribal Cultural Resources
TC-1 If subsurface tribal cultural resources are discovered during excavation and/or construction activities, construction shall stop in the immediate vicinity of the find and a qualified tribal cultural resources professional shall be consulted to determine whether the resources require further study. If the resources are determined to be significant, mitigation measures shall be identified by the cultural resources professional and recommended to the City. If human remains are discovered, the procedures of Mitigation Measure CR-3 shall also apply.
Halt work in vicinity of
discovery and retain
qualified tribal cultural
resources professional for
evaluation and mitigation
recommendations
During construction
activities, if tribal cultural
resources are
encountered
City of Fresno
Fresno Fire Department Regional Training Center Project EIR Addendum
APPENDIX C
Regional Training Center
Air Quality and Greenhouse Gas Emissions Report
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TECHNICAL MEMORANDUM
Date: 08/05/26
To: SWCA Environmental Consultants
From: Kurt Legleiter, Principal, AMBIENT Air Quality & Noise Consulting Subject: Fresno Fire Department Regional Training Center Project – Air Quality & Greenhouse Gas Impact Assessment
INTRODUCTION
This memorandum summarizes the air quality and greenhouse gas emissions impacts for the proposed Fresno Fire Department Regional Training Center Project (Project). The Project is located at 3300 East North Avenue adjacent to the State Center Community College District (SCCCD) First Responders Campus in an unincorporated area of Fresno County.
PROPOSED PROJECT
The proposed project continues development of an existing First Responders Campus to provide a Fire Department Regional Training Center. The First Responders Campus Project was previously evaluated in the SCCCD First Responders Campus Project Environmental Impact Report (2021), which included an analysis of air quality and greenhouse gas impacts.
The proposed project would construct an additional approximately 12,860 square -foot classroom/ apparatus building with training grounds including a residential home prop and fire training tower among other training grounds. Daily staffing is expected to range between 15 and 30 people, with special events not to exceed 100 persons occurring up to six times per year. Between 20 and 30 visitors are expected to the site per day. Live-fire training events would also result in an increase in the amount of fuels b urned on-site, totaling an additional approximately 2,134 lbs of material per year.
IMPACTS & MITIGATION MEASURES
THRESHOLDS OF SIGNIFICANCE
In accordance with Appendix G of the California Environmental Quality Act (CEQA) Guidelines Initial Study Checklist, a project would be considered to have a significant impact to climate change if it would:
a) Conflict with or obstruct implementation of the applicable air quality plan.
75 Higuera Street, Suite 105
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b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard. c) Expose sensitive receptors to substantial pollutant concentrations. d) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people.
To assist local jurisdictions in the evaluation of air quality impacts, the SJVAPCD has published the Guide for Assessing and Mitigating Air Quality Impacts (SJVAPCD 2015). This guidance document includes recommended thresholds of significance to be used for the evaluation of short -term construction, long- term operational, odor, TAC, and cumulative air quality impacts. Accordingly, the SJVAPCD-recommended thresholds of significance are used to determine whether implementation of the proposed project would result in a significant air quality impact. The thresholds of significance are summarized below.
• Short-term Emissions —Construction impacts associated with the proposed project would b e considered significant if project-generated emissions would exceed 100 tons/year of CO, 10 tons/year of ROG or NOX, 27 tons/year of SOX, or 15 tons/year of PM10 or PM2.5. • Long-term Emissions —Operational impacts associated with the proposed project would be considered significant if project -generated emissions would exceed 100 tons/year of CO, 10 tons/year of ROG or NOX, 27 tons/year of SOX, or 15 tons/year of PM10 or PM2.5. • Conflict with or Obstruct Implementation of Applicable Air Quality Plan—Due to the region’s non- attainment status for O3, PM2.5, and PM10, if project-generated emissions of O3 precursor pollutants (i.e., ROG and NO x) or PM would exceed the SJVAPCD’s significance thresholds, then the project would be considered to conflict with the attainment plans. • Local Mobile -Source CO Concentrations —Local mobile source impacts associated with the proposed project would be considered significant if the project contributes to CO concentrations at receptor locations in excess of the CAAQS (i.e., 9.0 ppm for 8 hours or 20 ppm for 1 hour). • Exposure to TACs would be considered significant if the probability of contracting cancer for the Maximally Exposed Individual (i.e., maximum individual risk) would exceed 20 in one million or would result in a Hazard Index equal or greater than 1. • Odor impacts associated with the proposed project would be considered significant if the project has the potential to frequently expose members of the public to objectionable odors.
In addition to the above thresholds, the SJVAPCD also recommends the use of average -daily emissions thresholds for the evaluation of project impacts on localized ambient air quality conditions. Accordingly, the project would also be considered to result in a significant contribution to localized ambient air quality if on-site emissions of ROG, NOX, PM10, PM2.5, CO, or SO 2 associated with either short -term construction or long-term operational activities would exceed a daily average of 100 pounds per day (lbs/day) for each
75 Higuera Street, Suite 105
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of the pollutants evaluated (SJVAPCD 2015). It is important to note that the SJVAPCD’s recommended thresholds of significance were developed taking into account the achievement and maintenance of applicable ambient air quality standards (refer to Table AQ-1). As previously noted, these standards represent the upper limits deemed necessary to adequately protect public health and welfare. Potential health-related impacts for criteria air pollutants are discussed earlier in this report . Therefore, projects that do not exceed SJVAPCD’s recommended significance thresholds would also be considered to have a less-than-significant impact with regard to potential health-related impacts.
METHODOLOGY
Short-term Impacts
Short-term construction emissions associated with the proposed project were calculated using the California Emissions Estimator Model (CalEEMod) computer program, version 2022.1.1.45. Emissions were quantified for site preparation, grading, building construction, architectural coating, and paving. Construction is planned to occur over an estimated 24 -month period . Detailed construction information, including construction schedule and equipment requirements, have not been identified for the proposed project.
Default construction schedule and equipment assumptions contained in the CalEEMod were, therefore, relied upon for the calculation of construction-generated emissions. Modeling assumptions and output files are included in Appendix A of this report.
Long-term Impacts
Long-term operational emissions of criteria air pollutants associated with the proposed project were calculated using the CalEEMod computer program , version 2022.1.1.45. Emissions modeling included quantification of emissions associated with area sources, energy use, and mobile sources. Area sources included the use of architectural coatings and landscape maintenance activities. Energy use included emissions associated with natural gas and electricity use. Mobile -source emissions were conservatively based on the default fleet distribution assumptions contained in the model.
Estimated emissions associated with open burning were quantified based on increases in fuel required for live-fire training, which assumed a total of 2,134 pounds of material burned annually, approximately six days per year. On average, approximately 356 pounds of material would be burned on a daily basis. Types of materials to be burned included wood pallets, hay, and wood sheeting. Emission factors were derived from the U.S. EPA AP-42. Emissions modeling assumptions and results are included in Appendix A of this report.
Construction-generated emissions of DPM and associated health risks were quantitatively assessed.
Emission rates were based on off -road equipment exhaust emissions of PM10 derived from the CalEEMod modeling conducted for this project. Localized concentrations of DPM at nearby land uses were quantified using the Lakes Software AERMOD View a ir dispersion model , version 13.1, which provides a graphic user interface for U.S. Environmental Protection Agency (U.S. EPA) AERMOD, version
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24142. Meteorological data used in the modeling was obtained from the SJVAPCD for the most recent five years of available data (2018 -2022) from the Fresno Station (Station ID 93193). The Project construction area was modeled as an area source. The release height was set at 5 meters to represent exhaust emissions (SMAQMD 2013). Haul trips for construction of the Project were included for one - quarter m ile along the local road extending from the Project site . Haul trucks were modeled as line volume sources. The highest predicted off-site concentration at nearby land uses was used for calculation of potential health risks. Predicted health risks were calculated using the Hot Spot Analysis and Reporting Program Version 2 (HARP2) Health Risk Assessment Standalone Tool (RAST). Exposure to other localized pollutant concentrations, including fugitive dust, mobile -source CO, and odors were qualitatively assessed. Modeling assumptions and results are included in Appendix A of this report.
PROJECT IMPACTS
Impact AQ-A. Would the project conflict with or obstruct implementation of the applicable air quality plan?
In accordance with the SJVAPCD -recommended methodology for the assessment of air quality impacts, projects that result in significant air quality impacts at the project level are also considered to have a significant cumulative air quality impact. As noted in Impact AQ-B, short-term construction and long-term operational emissions would not exceed applicable thresholds of significance. In addition, the proposed project’s contribution to localized concentrations of emissions, including emissions of CO, TACs, and odors, are considered less than significant. However, as noted in Impact AQ-C, the proposed project could result in a significant contribution to localized PM concentrations for which the SJVAB is currently designated nonattainment. For this reason, implementation of the proposed project could conflict with air quality attainment or maintenance planning efforts. Therefore, this impact would be considered less than significant.
Impact AQ-B. Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard?
Potential air quality impacts associated with the proposed project could occur during project construction or operation. Short -term construction and long -term air quality impacts associated with the proposed project are discussed, as follows:
Short-term Construction Emissions
Short-term increases in emissions would occur during the construction phase. Construction -generated emissions are of temporary duration, lasting only as long as construction activities occur, but have the
75 Higuera Street, Suite 105
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potential to cause a significant air quality impact. The construction of the proposed project would result in the temporary generation of emissions associated with motor vehicle exhaust from construction equipment and worker trips; as well as, the movement of construction equipment on unpaved surfaces.
Estimated daily and annual construction-generated emissions are summarized in Table AQ-1. As noted in Table AQ-1, estimated construction-generated daily and annual emissions would not exceed applicable SJVAPCD significance thresholds. As a result, short-term construction of the proposed project would not result in a significant impact on regional or local air quality conditions. Furthermore, it is important to note that project construction would be required to comply with SJVPACD Regul ation VIII Control Measures Construction Emissions of PM 10. Compliance with SJVAPCD Regulation VIII would reduce emissions of PM by approximately 50 percent, or more. Given that project -generated emissions would not exceed applicable SJVAPCD significance thresholds, this impact would be considered less than significant.
Table AQ-1. Construction-Generated Emissions
Pollutant/Precursor
Project Emissions SJVAPCD Thresholds of
Significance
Exceeds SJVAPCD
Thresholds of
Significance?
(Annual/Daily) Annual (tons) Daily (lbs) Annual (tons) Daily (lbs) CO 1.43 16.40 100 100 No/No
NOX 1.13 12.55 10 100 No/No
ROG 0.17 1.7 10 100 No/No
SOX 0.03 0.03 27 100 No/No
PM10 0.05 8.20 15 100 No/No
PM2.5 0.04 4.00 15 100 No/No
Note: Construction-generated emissions are based on CalEEMod default equipment usage assumptions. To be conservative, does not reflect compliance with SJVAPCD Regulation VIII for the control of fugitive dust.
Long-term Operational Emissions
Estimated annual operational emissions for the proposed project are summarized in Table AQ -2. As depicted, estimated operational emissions would not exceed the SJVAPCD’s significance thresholds.
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Table AQ-2. Operational Emissions – Proposed Project
Pollutant/Precursor
Current Project Emissions SJVAPCD Thresholds of
Significance
Exceeds SJVAPCD
Thresholds of
Significance?
(Annual/Daily) Annual (tons) Daily (lbs) Annual (tons) Daily (lbs) CO 0.3 25.9 100 100 No/No
NOX 0.1 1.0 10 100 No/No
ROG 0.2 4.5 10 100 No/No
SOX <0.1 0.2 27 100 No/No
PM10 <0.1 3.0 15 100 No/No
PM2.5 <0.1 1.5 15 100 No/No
Note: Based on CalEEMod emissions modeling. Includes emissions associated with open burning during live-fire training events.
Emissions associated with the currently proposed project, in comparison to emissions associated with the previously evaluated project, are summarized in Table AQ -3. Table AQ -3 also provides a comparison to total emissions (current project + previously eval uated project) in comparison to SJVAPCD’s annual and daily significance thresholds. As noted in Table AQ -3, total daily and annual operational emissions associated with the currently proposed project would be lower than those previously evaluated for the project. Furthermore, as noted in Table AQ -3, emissions associated with the currently proposed project would not result in a significant increase in either annual or daily emissions that would exceed applicable SJVAPCD significance thresholds. As a result, the project would not be anticipated to result in new or substantially more severe air quality impacts that what was previously evaluated. For these reasons, long- term operation of the proposed project would not result in a significant impact on regional o r local air quality conditions. This impact would be considered less than significant.
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Table AQ-3. Operational Emissions – Proposed Project & Previously Evaluated Project Pollutant/Precursor
Annual Emissions (tons) Daily Emissions (lbs) Total Emissions1 SJVAPCD Thresholds of
Significance?
(Annual/Daily2)
Exceeds SJVAPCD
Thresholds of
Significance?
(Annual/Daily)
Previously
Evaluated
Project
Proposed
Project
Previously
Evaluated
Project
Proposed
Project
Annual
Emissions
(tons)
Daily
Emissions
(lbs)
CO 6.98 0.3 53.68 25.9 7.3 79.6 100/100 No/No
NOX 3.83 0.1 29.47 1.0 4.0 30.5 10/100 No/No
ROG 1.02 0.2 7.87 4.5 1.2 12.4 10/100 No/No
SOX 0.05 <0.1 0.39 0.2 0.1 0.6 27/100 No/No
PM10 2.07 <0.1 15.91 3.0 2.1 18.9 15/100 No/No
PM2.5 0.66 <0.1 5.04 1.5 0.7 6.5 15/100 No/No
Notes: Based on CalEEMod emissions modeling. Includes emissions associated with onsite and offsite emissions sources, including open burning during live-fire training events.
1. Total emissions include emissions for the previously evaluated project and the currently proposed project.
2. The SJVAPCD’s daily thresholds of significance apply to onsite emissions only. To be conservative, total project-generated daily emissions from onsite and offsite emission sources are compared to the SJVAPCD’s daily significance threshold.
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Impact AQ-C. Would the project expose sensitive receptors to substantial pollutant concentrations?
Sensitive land uses located in the vicinity of the proposed project site consist predominantly of residential dwellings. The nearest residential dwelling is located approximately 35 feet west of the western property boundary and 100 feet east of the eastern project boundary along Willow Avenue. Long-term operational and short -term construction activities and emission sources that could adversely impact the nearest sensitive receptors are discussed, as follows:
Long-term Operation
Localized Mobile-Source CO Emissions
CO is the primary criteria air pollutant of local concern associated with the proposed project. Under specific meteorological and operational conditions, such as areas of heavily congested vehicle traffic, CO concentrations may reach unhealthy levels. If inhaled, CO can be adsorbed easily by the bloodstream and inhibit oxygen delivery to the body, which can cause significant health effects ranging from slight headaches to death. The most serious effects are felt by individuals susceptible to oxygen defi ciencies, including people with anemia and those suffering from chronic lung or heart disease.
Mobile-source emissions of CO are a direct function of traffic volume, speed, and delay. The transport of CO is extremely limited because it disperses rapidly with distance from the source under normal meteorological conditions. The proposed project would result in a substantial increase in vehicle traffic that would adversely impact nearby signalized intersections. As a result, the proposed project would not be anticipated to contribute substantially to localized CO concentrations that would exceed applicable standards. For this reason, this impact would be considered less than significant.
Toxic Air Contaminants
Implementation of the proposed project would not result in the long-term operation of any major onsite stationary sources of TACs, nor would project implementation result in a significant increase in diesel - fueled vehicles traveling along area roadways. No major stationary sources of TACs were identified in the project vicinity that would result in increased exposure of students and employees to TACs. For these reasons, long-term increases in exposure to TACs would be considered less than significant.
Short-term Construction
Naturally Occurring Asbestos
Naturally-occurring asbestos, which was identified by ARB as a TAC in 1986, is located in many parts of California and is commonly associated with ultramafic rock. The project site is not located near any areas
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that are likely to contain ultramafic rock (DOC 2000). As a result, the risk of exposure to asbestos during construction would be considered less than significant.
Localized Fugitive PM Concentrations
Fugitive dust emissions would be primarily associated with site preparation and grading, and vehicle travel on unpaved and paved surfaces. Uncontrolled emissions of fugitive dust may also contribute to increased occurrences of Valley Fever and potential increases in nuisance impacts to nearby receptors.
Construction of the proposed project is not anticipated to require substantial site preparation or grading activities. As previously noted, estimated daily emissions of PM associated with project construction would not exceed the SJVAPCD’s daily or annual thresholds of significance. In addition, construction of the project would be required to comply with SJVAPCD Regulation VIII for the control of fugitive dust emissions. As a result, localized concentrations of construction -generated PM would be considered to have a less than significant impact.
Toxic Air Contaminants (Diesel-Exhaust Emissions)
Implementation of the proposed project would result in the generation of DPM emissions during construction associated with the use of off -road diesel equipment for site grading, paving, and other construction activities. Health -related risks associated wit h diesel exhaust emissions are primarily associated with long-term exposure and associated risk of contracting cancer. The use of diesel-powered construction equipment, however, would be temporary and episodic and would occur over a relatively large area.
A health risk assessment was prepared for the project for the purpose of evaluating short-term emissions of DPM associated with project construction. Based on the modeling conducted, the predicted cancer risk at the maximally exposed individual receptor (M EIR) associated with project construction would be 17.9 in a million, which would not exceed the SJVAPCD’s threshold of significance of 20 in a million. The predicted chronic hazard index at the MEIR would be 0.01, which would not exceed the SJVAPCD’s threshold of significance of one. It is important to note that these predicted risks are based on default emission factors for off-road equipment contained in CalEEMod. The increased use of off-road equipment meeting newer Tier 4 emissions standards would substantially reduce predicted health risks. For instance, assuming that all heavy -duty off -road equipment were to meet Tier 4 emissions standards, predicted health risks at the MEIR would be 4.5 in a million and the predicted chronic health index at the MEIR would be less than 0.01. For these reasons, this impact would be considered less than significant.
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Impact AQ-D. Would the project result in other emissions (such as those leading to odors) affecting a substantial number of people?
Other emissions potentially associated with the proposed project would be predominantly from the generation of odors during project construction. The occurrence and severity of odor impacts depend on numerous factors, including the nature, frequency, and intensity of the source; wind speed and direction; and the sensitivity of the receptors. While offensive odors rarely cause any physical harm, they sti ll can be very unpleasant, leading to considerable distress among the public and often generating citizen complaints to local governments and regulatory agencies. Land uses commonly considered to be potential sources of offensive odorous emissions include agriculture (e.g., farming and livestock), wastewater treatment plants, food processing plants, chemical plants, composting facilities, refineries, landfills, dairies, and fiberglass molding facilities.
The construction of the proposed project would involve the use of a variety of gasoline or diesel-powered equipment that would emit exhaust fumes. Exhaust fumes, particularly diesel exhaust, may be considered objectionable by some people. In addition, pave ment coatings and architectural coatings used during project construction would also emit temporary odors. However, construction -generated emissions would occur intermittently throughout the workday and would dissipate rapidly within increasing distance from the source. As a result, short-term construction activities would not expose a substantial number of people to frequent odorous emissions. The project’s long-term operation would involve live fire training, which includes periodic burning of fuels and m aterial plus the use of off -road equipment (e.g., gas - powered chainsaws, rotary saws, and positive pressure fans). The nature of the materials being burned as part of live fire training activities (natural gas, propane, wood, and hay) is not associated wit h significant offensive odors. Any odors from off -road equipment would be similar to those occurring from construction equipment, except to a lesser degree since fewer pieces of machinery would be in use.
Additionally, the occurrence of burn activities wou ld be relatively infrequent, and any resulting odors would be localized and generally confined to the project site while dissipating rapidly with increasing distance from the source. Furthermore, SJVAPCD Rule 4103, indicates that burning activities at a stationary fire training structure are exempt from the District’s Open Burning rules and do not require a burn plan (Rule 4103 Part 4.2.1 and 6.2.1, respectively). This impact would be considered less than significant.
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GREENHOUSE GASES AND CLIMATE CHANGE
IMPACTS & MITIGATION MEASURES
THRESHOLDS OF SIGNIFICANCE
Regarding greenhouse gas emissions, based on Appendix G of the CEQA Guidelines, the project would have a significant GHG impact if it would:
a) Generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment; and/or;
b) Conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions of GHGs.
The State CEQA Guidelines do not provide numeric or qualitative thresholds of significance for evaluating GHG emissions associated with proposed projects. Instead, CEQA leaves the determination of the significance of GHG emissions up to the lead agency and authorizes the lead agency to consider thresholds of significance previously adopted or recommended by other public agencies or recommended by experts.
It is important to note that the proposed project would provide critically needed training related to the prevention and reduction of fire-related events, including critical safety training for fire responders. The project would result in short -term directly emitted GHG emissions associated with live-fire training .
However, the proposed project is anticipated to result in a reduction in the long-term potential and severity of fires and associated GHG emissions.
Based on the California Supreme Court’s decision in Center for Biological Diversity v. California Department of Fish and Wildlife and Newhall Land and Farming (2015) 224 Cal.App.4 th 1105 (CBD vs.
CDFW; also known as the “Newhall Ranch case”) , the Court identified potential options for evaluating GHG impacts for individual projects, which included a qualitative approach based on consistency with statewide, regional, and local plans. Accordingly, the methodology for evaluating the project’s impacts related to GHG emissions focuses on its consistency with statewide, regional, and local plans that have been adopted for the purposes of reducing and mitigating GHG emissions. This approach has been deemed appropriate for analyzing a project’s GHG impact by the Gove rnor’s Office of Planning and Research (OPR) and has been upheld in court challenges ( Mission Bay Alliance v. Office of Community Investment & Infrastructure, 2016). The evaluation of consistency with such plans serves as the sole basis for determining the significance of the project’s GHG -related impacts to the environment. For informational purposes, short -term construction and long -term operational emissions of GHGs are included in the analysis.
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METHODOLOGY
Short-term Impacts
Short-term emissions were quantified using the CalEEMod computer program based on estimated acreages and building square footage for the proposed project. Other modeling assumptions, including construction equipment requirements, hours of use, worker, and vendor vehicle trips, trip distances, and fleet mix were based on model defaults for the County of Fresno. Emission modeling files are provided in Appendix A.
Long-term Impacts
Long-term operational GHG emissions were calculated using the CalEEMod computer program. Emissions modeling included quantification of emissions associated with area sources, energy use, and mobile sources.
Mobile-source emissions were conservatively based on the default fleet distribution assumptions contained in the model. GHG emissions associated with live -fire training were quantified based on estimated material quantities to be burned. Emission modeling files are provided in Appendix A.
Estimated emissions associated with open burning were quantified based on increases in fuel required for live-fire training, which assumed a total of 2,134 pounds of material burned annually, approximately six days per year. On average, approximately 356 pounds of material would be burned on a daily basis. Types of materials to be burned included wood pallets, hay, and wood sheeting. Emission factors were derived from the U.S. EPA AP-42. Emissions modeling assumptions and results are included in Appendix A of this report.
PROJECT IMPACTS
Impact GHG-A. Would the project generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? AND Impact GHG-B. Would the project conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of greenhouse gases?
Short-term and long-term GHG emissions associated with the development of the proposed project are discussed in greater detail, as follows:
Short-term Construction Emissions
Estimated increases in GHG emissions associated with the construction of the proposed project are summarized in Table GHG -1. Based on the modeling conducted, construction-related GHG emissions would total approximately 476 MTCO2e. Amortized GHG emissions, when averaged over the conservative assumption of a 25 -year project life would total approximately 19 MTCO2e/year. Actual emissions may vary, depending on the final construction schedules, equipment required, and activities conducted.
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Amortized construction -generated GHG emissions are reflected in the long-term operational GHG emissions estimate for the project.
Table GHG-1. Construction-Generated GHG Emissions
Construction Year Emissions
(MTCO2e/Year)
Year 1 233
Year 2 243
Construction Total: 476
Amortized Construction Emissions: 19
MTCO2e = Metric tons of carbon dioxide equivalent
Long-term Operational Emissions
Estimated long-term increases in GHG emissions associated with the proposed project are summarized in Table GHG -2. As depicted, operational GHG emissions for the proposed project, with the inclusion of amortized construction GHGs, would total approximately 458.5 MTCO2e/year. A majority of the operational GHG emissions would be associated with energy use. To a lesser extent, GHG emissions would be associated with live fire training, solid waste generation, mobile sources, and water use. Project - generated GHG emissions are projected to decrease in future years due largely to continued improvements in energy efficiency and vehicle fleet emissions.
Table GHG-2. Operational GHG Emissions – Proposed Project Emission Source Emissions
(MTCO2e/Year)
Area 4.2
Electricity & Natural Gas Use 317.7
Mobile 25.7
Waste 57.1
Water 33.1
Live Fire Training 1.7
Total Operational Emissions: 439.5
Amortized Construction Emissions: 19
Total with Amortized Construction Emissions: 458.5
MTCO2e = Metric tons of carbon dioxide equivalent
Emissions associated with the currently proposed project, in comparison to emissions associated with the previously evaluated project, are summarized in Table GHG -3. As depicted, the previously evaluated project was estimated to generate a total of approximately 2,765.3 MTCO2e/year. Based on an estimated service population (SP) of 320 individuals, the previously evaluated project resulted in a total of approximately 8.6 MTCO2e/year/SP.
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Table GHG-3. Operational GHG Emissions - Proposed Project & Previously Evaluated Project
Emissions (MTCO2e/Year)1
Previously Evaluated
Project
Proposed Project Total2
Total Operational Emissions: 2,737.5 439.5 3,175.0
Amortized Construction Emissions: 27.8 19.0 46.8
Total with Amortized Construction Emissions: 2,765.3 458.5 3,223.8 Service Population (SP): 320 25 345
MTCO2e/year/SP3: 8.6 9.3
GHG Efficiency Significance Threshold4: 2.3 2.3
MTCO2e = Metric tons of carbon dioxide equivalent
Notes: Refer to Table GHG-2 for project-generated emissions.
1. Includes emissions from onsite and offsite emissions sources.
2. Total emissions include emissions for the previously evaluated project and the currently proposed project.
3. To be conservative, service population for the proposed project was based on the total number of employees, including administrators, faculty, and support staff, excluding training-event attendees. Assumes an average of 25 additional employees for the proposed project.
4. For comparison purposes, total emissions are compared against the significance thresholds identified in the DEIR prepared for the previously evaluated project.
As noted in Table GHG -3, the proposed project would result in a total overall increase in GHG emissions of approximately 458.5 MTCO 2e/year, with a n average service population (e.g., total number of employees, including administrators, faculty, and support staff) of approximately 25 individuals. In total, implementation of the proposed project along with the estimated emissions for the previously evaluated project, would generate a total of 3,223.8 MTCO 2e/year, including amortized construction -generated emissions. The service population, with implementation of the proposed project, would increase to a total of 345 individuals. With project implementation, total annual GHG emissions per service population would increase by approximately 0.7 MTCO2e/year. Furthermore, based on the traffic analysis prepared for this project, the proposed project would not result in a significant increase in regional vehicle miles traveled.
For these reasons, the project would not be anticipated to result in new or substantially more severe GHG impacts, in comparison to what was previously evaluated. As a result , the proposed project would not conflict with applicable climate action plans, regional transportation plans or sustainable communities strategies for the reduction of GHG emissions. This impact would be considered less than significant.
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REFERENCES
California Department of Conservation (DOC). 2000. Division of Mines and Geology. A General Location Guide for Ultramafic Rocks in California-Areas More Likely to Contain Naturally Occurring Asbestos. Open File Report 2000-19.
California Air Resources Board (ARB). July 2026. EMFAC2021 Off-Model Adjustment Factors to Remove the Impact of Advanced Clean Trucks, Zero-Emissions Airport Shuttle, Heavy-Duty Omnibus and Warranty Phase I Regulations. Website url:
https://ww2.arb.ca.gov/our-work/programs/msei/emfac2021-model-and-documentation.
California Air Resources Board and California Air Pollution Control Officers Association (ARB/CAPCOA). July 23, 2015. Risk Management Guidance for Stationary Sources of Air Toxics.
Office of Environmental Health Hazard Assessment (OEHHA). February 2015. Guidance Manual for Preparation of Health Risk Assessments. Available at website URL: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf.
Sacramento Air Quality Management District (SMAQMD). July 2013. Dispersion Modeling of Construction-Generated PM10 Emissions. Available at website URL: https://www.airquality.org/businesses/ceqa-land-use-planning/ceqa-guidance-tools.
San Joaquin Valley Air Pollution Control District (SJVAPCD). Accessed: July 2026. Air Dispersion Modeling. Meteorological and Ambient Air Quality Data. Website url: https://www.valleyair.org/permitting/air-dispersion-modeling/.
San Joaquin Valley Air Pollution Control District (SJVAPCD). March 19, 2015a. Guidance for Assessing and Mitigating Air Quality Impacts. Website url: https://www.valleyair.org/media/g4nl3p0g/gamaqi.pdf.
San Joaquin Valley Air Pollution Control District (SJVAPCD). July 13, 2015b. Air Quality Thresholds of Significance-Toxic Air Contaminants. Website url: https://www.valleyair.org/media/2lpbkso0/2-cms-format-air-quality-thresholds-of- significance-toxic-air-contaminants.pdf.
U.S. Environmental Protection Agency (U.S. EPA). 1995. AP-42, 2.5 Open Burning.
U.S. Environmental Protection Agency (U.S. EPA). 2001. Emissions Inventory Improvement Program Volume III.
OPERATIONAL EMISSIONS SUMMARY
SOURCE ROG NOX CO SO2 PM10T PM2.5T
MOBILE 0.33 0.12 0.88 0.0002 0.0005 0.0004
AREA 0.71
ENERGY 0.009 0.16 0.13 0.0009 0.01 0.01
TRAINING EVENTS (FUEL BURNING) 3.4 0.7 24.9 0.2 3 1.5
TOTAL 4.449 0.98 25.91 0.2011 3.0105 1.5104
SOURCE ROG NOX CO SO2 PM10T PM2.5T CO2E
MOBILE 0.04 0.02 0.1 0.00003 0.00006 0.00006 3.08
AREA 0.1 0.0008 0.09 0.00001 0.0002 0.0002 0.4
ENERGY 0.002 0.03 0.02 0.0002 0.002 0.002 52.6
WATER 5.5
WASTE 9.5
REFRIGERANTS 0.5
TRAINING EVENTS (FUEL BURNING) 0.01 0 0.07 0 0.01 0 1.7 TOTAL 0.152 0.0508 0.28 0.00024 0.01226 0.00226 73.28
DAILY (LBS)
ANNUAL (TONS)
Fresno Training Center Summary Report, 7/12/2026
Fresno Training Center Summary Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds
2.3. Operations Emissions Compared Against Thresholds
6. Climate Risk Detailed Report
6.2. Initial Climate Risk Scores
6.3. Adjusted Climate Risk Scores
7. Health and Equity Details
7.3. Overall Health & Equity Scores
7.5. Evaluation Scorecard
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name Fresno Training Center
Construction Start Date 1/1/2027
Operational Y ear 2029
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70000
Precipitation (days) 25.4000
Location 36.6958807093194, -119.7326656900682
County Fresno
City Unincorporated
Air District San Joaquin Valley APCD
Air Basin San Joaquin Valley
TAZ 2501
EDFZ 5
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
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Data Field Value
App Version 2022.1.1.45
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
Junior College (2yr) 12.8600 1000sqft 0.29522 12,860.0 0.00000 0.00000 — — General Light
Industry
1.76000 1000sqft 0.04040 1,760.00 0.00000 — — —
General Light
Industry
9.20000 1000sqft 0.21120 9,200.00 0.00000 — — —
Parking Lot 60.0000 Space 0.54000 0.00000 — — — —
1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-2* Limit Heavy-Duty Diesel Vehicle Idling Construction C-5 Use Advanced Engine Tiers
Construction C-10-A Water Exposed Surfaces
Construction C-10-C Water Unpaved Construction Roads
Construction C-11 Limit Vehicle Speeds on Unpaved Roads Construction C-12 Sweep Paved Roads
Construction C-13 Use Low-VOC Paints for Construction
* Qualitative or supporting measure. Emission reductions not included in the mitigated emissions results. 3 / 7
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2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Unmit. 1.79776 12.6709 17.1441 0.02917 0.43066 0.13553 0.56619 0.39626 0.03232 0.42858 2,972.57 0.11795 0.03519 0.52240 2,986.53 Mit. 0.80691 5.74482 18.6339 0.02917 0.09320 0.13553 0.22873 0.08972 0.03232 0.12204 2,972.57 0.11795 0.03519 0.52240 2,986.53 %
Reduced
55% 55% -9% — 78% — 60% 77% — 72% — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Unmit. 1.49204 18.7026 15.6642 0.05832 0.64082 9.13054 9.77136 0.59771 3.89100 4.48870 7,662.11 0.18499 0.82545 0.29904 7,913.02 Mit. 0.65863 7.72209 16.0373 0.05829 0.14804 3.47061 3.61865 0.14804 1.31032 1.45836 7,658.60 0.18485 0.82542 0.29904 7,909.49 %
Reduced
56% 59% -2% — 77% 62% 63% 75% 66% 68% < 0.5% — — — < 0.5% Average
Daily
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.98080 6.28435 8.08558 0.01535 0.19087 0.11956 0.31043 0.17568 0.04184 0.21752 1,461.38 0.05843 0.02179 0.11906 1,468.41 Mit. 0.46933 3.62210 8.77391 0.01535 0.04666 0.07384 0.11879 0.04489 0.02139 0.06464 1,461.38 0.05843 0.02179 0.11906 1,468.41 %
Reduced
52% 42% -9% — 76% 38% 62% 74% 49% 70% — — — — —
Annual
(Max)
— — — — — — — — — — — — — — —
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Fresno Training Center Summary Report, 7/12/2026
Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Unmit. 0.17900 1.14689 1.47562 0.00280 0.03483 0.02182 0.05665 0.03206 0.00764 0.03970 241.948 0.00967 0.00361 0.01971 243.113 Mit. 0.08565 0.66103 1.60124 0.00280 0.00852 0.01348 0.02168 0.00819 0.00390 0.01180 241.948 0.00967 0.00361 0.01971 243.113 %
Reduced
52% 42% -9% — 76% 38% 62% 74% 49% 70% — — — — —
2.3. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Unmit. 1.04941 0.27349 1.78887 0.00123 0.01426 0.00000 0.01426 0.01378 0.00000 0.01378 372.470 2.30717 0.02600 2.90261 440.800 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.83806 0.27789 1.01449 0.00117 0.01243 0.00000 0.01243 0.01239 0.00000 0.01239 368.837 2.31168 0.02677 2.90261 437.509 Average
Daily
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.84427 0.24196 1.16538 0.00113 0.01320 0.00000 0.01320 0.01295 0.00000 0.01295 363.963 2.30471 0.02383 2.90261 431.585 Annual
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.15408 0.04416 0.21268 0.00021 0.00241 0.00000 0.00241 0.00236 0.00000 0.00236 60.2582 0.38157 0.00395 0.48056 71.4538
6. Climate Risk Detailed Report
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6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 3 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding 0 0 0 N/A
Drought 0 0 0 N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.
6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 3 1 1 3
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding 1 1 1 2
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Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Drought 1 1 1 2
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.
7. Health and Equity Details
7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 99.0000 Healthy Places Index Score for Project Location (b) 3.00000 Project Located in a Designated Disadvantaged Community (Senate Bill 535) Y es Project Located in a Low-Income Community (Assembly Bill 1550) Y es Project Located in a Community Air Protection Program Community (Assembly Bill 617) Central Fresno a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
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Fresno Training Center Detailed Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds
2.2. Construction Emissions by Y ear
2.2.1. Total Construction Emissions by Y ear, Unmitigated
2.2.2. Onsite Construction Emissions by Y ear, Unmitigated
2.2.3. Offsite Construction Emissions by Y ear, Unmitigated
2.2.4. Total Construction Emissions by Y ear, Mitigated
2.2.5. Onsite Construction Emissions by Y ear, Mitigated
2.2.6. Offsite Construction Emissions by Y ear, Mitigated
2.3. Operations Emissions Compared Against Thresholds
2.4. Operations Emissions by Sector, Unmitigated
2.5. Operations Emissions by Sector, Mitigated
3. Construction Emissions Details
3.1. Site Preparation (2027)
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3.1.1. Onsite - Unmitigated
3.1.2. Offsite - Unmitigated
3.1.3. Onsite - Mitigated
3.1.4. Offsite - Mitigated
3.2. Grading (2027)
3.2.1. Onsite - Unmitigated
3.2.2. Offsite - Unmitigated
3.2.3. Onsite - Mitigated
3.2.4. Offsite - Mitigated
3.3. Building Construction (2027)
3.3.1. Onsite - Unmitigated
3.3.2. Offsite - Unmitigated
3.3.3. Onsite - Mitigated
3.3.4. Offsite - Mitigated
3.4. Building Construction (2028)
3.4.1. Onsite - Unmitigated
3.4.2. Offsite - Unmitigated
3.4.3. Onsite - Mitigated
3.4.4. Offsite - Mitigated
3.5. Paving (2027)
3.5.1. Onsite - Unmitigated
3.5.2. Offsite - Unmitigated
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3.5.3. Onsite - Mitigated
3.5.4. Offsite - Mitigated
3.6. Architectural Coating (2027)
3.6.1. Onsite - Unmitigated
3.6.2. Offsite - Unmitigated
3.6.3. Onsite - Mitigated
3.6.4. Offsite - Mitigated
3.7. Architectural Coating (2028)
3.7.1. Onsite - Unmitigated
3.7.2. Offsite - Unmitigated
3.7.3. Onsite - Mitigated
3.7.4. Offsite - Mitigated
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
4.1.2. Mitigated
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
4.2.2. Electricity Emissions By Land Use - Mitigated
4.2.3. Natural Gas Emissions By Land Use - Unmitigated
4.2.4. Natural Gas Emissions By Land Use - Mitigated
4.3. Area Emissions by Source
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4.3.1. Unmitigated
4.3.2. Mitigated
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
4.4.2. Mitigated
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
4.5.2. Mitigated
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
4.6.2. Mitigated
4.7. Offroad Emissions By Equipment Type
4.7.1. Unmitigated
4.7.2. Mitigated
4.8. Stationary Emissions By Equipment Type
4.8.1. Unmitigated
4.8.2. Mitigated
4.9. User Defined Emissions By Equipment Type
4.9.1. Unmitigated
4.9.2. Mitigated
4.10. Soil Carbon Accumulation By Vegetation Type
4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated 4 / 103
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4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated
4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated
4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated
4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated
4.10.6. Avoided and Sequestered Emissions by Species - Mitigated
5. Activity Data
5.1. Construction Schedule
5.2. Off-Road Equipment
5.2.1. Unmitigated
5.2.2. Mitigated
5.3. Construction Vehicles
5.3.1. Unmitigated
5.3.2. Mitigated
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
5.5. Architectural Coatings
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
5.6.2. Construction Earthmoving Control Strategies
5.7. Construction Paving
5.8. Construction Electricity Consumption and Emissions Factors
5.9. Operational Mobile Sources
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5.9.1. Unmitigated
5.9.2. Mitigated
5.10. Operational Area Sources
5.10.1. Hearths
5.10.2. Architectural Coatings
5.10.3. Landscape Equipment
5.10.4. Landscape Equipment - Mitigated
5.11. Operational Energy Consumption
5.11.1. Unmitigated
5.11.2. Mitigated
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
5.12.2. Mitigated
5.13. Operational Waste Generation
5.13.1. Unmitigated
5.13.2. Mitigated
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
5.14.2. Mitigated
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
5.15.2. Mitigated
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5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
5.16.2. Process Boilers
5.17. User Defined
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.2. Sequestration
5.18.2.1. Unmitigated
5.18.2.2. Mitigated
6. Climate Risk Detailed Report
6.1. Climate Risk Summary
6.2. Initial Climate Risk Scores
6.3. Adjusted Climate Risk Scores
6.4. Climate Risk Reduction Measures
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
7.2. Healthy Places Index Scores
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7.3. Overall Health & Equity Scores
7.4. Health & Equity Measures
7.5. Evaluation Scorecard
7.6. Health & Equity Custom Measures
8. User Changes to Default Data
8.1. Justifications
8.4. Construction
8.4.1. Construction Phases
8.4.4. Dust from Material Movement
8.6. Measure Input Overrides
8.6.1. Construction Measure Inputs
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name Fresno Training Center
Construction Start Date 1/1/2027
Operational Y ear 2029
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 2.70000
Precipitation (days) 25.4000
Location 36.6958807093194, -119.7326656900682
County Fresno
City Unincorporated
Air District San Joaquin Valley APCD
Air Basin San Joaquin Valley
TAZ 2501
EDFZ 5
Electric Utility Pacific Gas & Electric Company
Gas Utility Pacific Gas & Electric
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Data Field Value
App Version 2022.1.1.45
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
Junior College (2yr) 12.8600 1000sqft 0.29522 12,860.0 0.00000 0.00000 — — General Light
Industry
1.76000 1000sqft 0.04040 1,760.00 0.00000 — — —
General Light
Industry
9.20000 1000sqft 0.21120 9,200.00 0.00000 — — —
Parking Lot 60.0000 Space 0.54000 0.00000 — — — —
1.3. User-Selected Emission Reduction Measures by Emissions Sector Sector # Measure Title
Construction C-2* Limit Heavy-Duty Diesel Vehicle Idling Construction C-5 Use Advanced Engine Tiers
Construction C-10-A Water Exposed Surfaces
Construction C-10-C Water Unpaved Construction Roads
Construction C-11 Limit Vehicle Speeds on Unpaved Roads Construction C-12 Sweep Paved Roads
Construction C-13 Use Low-VOC Paints for Construction
* Qualitative or supporting measure. Emission reductions not included in the mitigated emissions results. 10 / 103
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2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Unmit. 1.79776 12.6709 17.1441 0.02917 0.43066 0.13553 0.56619 0.39626 0.03232 0.42858 2,972.57 0.11795 0.03519 0.52240 2,986.53 Mit. 0.80691 5.74482 18.6339 0.02917 0.09320 0.13553 0.22873 0.08972 0.03232 0.12204 2,972.57 0.11795 0.03519 0.52240 2,986.53 %
Reduced
55% 55% -9% — 78% — 60% 77% — 72% — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Unmit. 1.49204 18.7026 15.6642 0.05832 0.64082 9.13054 9.77136 0.59771 3.89100 4.48870 7,662.11 0.18499 0.82545 0.29904 7,913.02 Mit. 0.65863 7.72209 16.0373 0.05829 0.14804 3.47061 3.61865 0.14804 1.31032 1.45836 7,658.60 0.18485 0.82542 0.29904 7,909.49 %
Reduced
56% 59% -2% — 77% 62% 63% 75% 66% 68% < 0.5% — — — < 0.5% Average
Daily
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.98080 6.28435 8.08558 0.01535 0.19087 0.11956 0.31043 0.17568 0.04184 0.21752 1,461.38 0.05843 0.02179 0.11906 1,468.41 Mit. 0.46933 3.62210 8.77391 0.01535 0.04666 0.07384 0.11879 0.04489 0.02139 0.06464 1,461.38 0.05843 0.02179 0.11906 1,468.41 %
Reduced
52% 42% -9% — 76% 38% 62% 74% 49% 70% — — — — —
Annual
(Max)
— — — — — — — — — — — — — — —
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Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Unmit. 0.17900 1.14689 1.47562 0.00280 0.03483 0.02182 0.05665 0.03206 0.00764 0.03970 241.948 0.00967 0.00361 0.01971 243.113 Mit. 0.08565 0.66103 1.60124 0.00280 0.00852 0.01348 0.02168 0.00819 0.00390 0.01180 241.948 0.00967 0.00361 0.01971 243.113 %
Reduced
52% 42% -9% — 76% 38% 62% 74% 49% 70% — — — — —
2.2. Construction Emissions by Y ear
2.2.1. Total Construction Emissions by Y ear, Unmitigated Includes both onsite and offsite emissions.
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — —
2027 1.79776 12.6709 17.1441 0.02917 0.43066 0.13553 0.56619 0.39626 0.03232 0.42858 2,972.57 0.11795 0.03519 0.52240 2,986.53 2028 1.37761 8.79285 11.3820 0.02150 0.24691 0.07841 0.32533 0.22722 0.01893 0.24614 2,051.37 0.08154 0.02576 0.29217 2,061.38 Daily -
Winter
(Max)
— — — — — — — — — — — — — — —
2027 1.49204 18.7026 15.6642 0.05832 0.64082 9.13054 9.77136 0.59771 3.89100 4.48870 7,662.11 0.18499 0.82545 0.29904 7,913.02 2028 1.37250 8.80290 11.3149 0.02150 0.24691 0.07841 0.32533 0.22722 0.01893 0.24614 2,043.82 0.08207 0.02602 0.00758 2,053.64 Average
Daily
— — — — — — — — — — — — — — —
2027 0.85314 6.13082 7.52383 0.01447 0.19087 0.11956 0.31043 0.17568 0.04184 0.21752 1,399.49 0.05523 0.02179 0.11906 1,407.48 2028 0.98080 6.28435 8.08558 0.01535 0.17637 0.05512 0.23149 0.16230 0.01330 0.17559 1,461.38 0.05843 0.01840 0.09013 1,468.41 12 / 103
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Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Annual — — — — — — — — — — — — — — —
2027 0.15570 1.11888 1.37310 0.00264 0.03483 0.02182 0.05665 0.03206 0.00764 0.03970 231.701 0.00914 0.00361 0.01971 233.025 2028 0.17900 1.14689 1.47562 0.00280 0.03219 0.01006 0.04225 0.02962 0.00243 0.03205 241.948 0.00967 0.00305 0.01492 243.113
2.2.2. Onsite Construction Emissions by Y ear, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — —
2027 1.71046 12.5519 16.3968 0.02882 0.42997 0.00000 0.42997 0.39557 0.00000 0.39557 2,792.45 0.11327 0.02265 0.00000 2,802.03 2028 1.33382 8.69808 10.9943 0.02115 0.24622 0.00000 0.24622 0.22653 0.00000 0.22653 1,934.83 0.07849 0.01570 0.00000 1,941.47 Daily -
Winter
(Max)
— — — — — — — — — — — — — — —
2027 1.38282 12.1813 13.8677 0.02267 0.53897 7.64856 8.18753 0.49585 3.48740 3.98325 2,455.46 0.09960 0.01992 0.00000 2,463.88 2028 1.33382 8.69808 10.9943 0.02115 0.24622 0.00000 0.24622 0.22653 0.00000 0.22653 1,934.83 0.07849 0.01570 0.00000 1,941.47 Average
Daily
— — — — — — — — — — — — — — —
2027 0.82479 6.02575 7.29061 0.01404 0.18985 0.06179 0.25164 0.17466 0.02763 0.20229 1,296.65 0.05260 0.01052 0.00000 1,301.10 2028 0.95273 6.21291 7.85307 0.01511 0.17587 0.00000 0.17587 0.16180 0.00000 0.16180 1,382.02 0.05606 0.01121 0.00000 1,386.76 Annual — — — — — — — — — — — — — — —
2027 0.15052 1.09970 1.33054 0.00256 0.03465 0.01128 0.04592 0.03188 0.00504 0.03692 214.675 0.00871 0.00174 0.00000 215.412 2028 0.17387 1.13386 1.43319 0.00276 0.03210 0.00000 0.03210 0.02953 0.00000 0.02953 228.809 0.00928 0.00186 0.00000 229.595 13 / 103
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2.2.3. Offsite Construction Emissions by Y ear, Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — —
2027 0.08730 0.11900 0.74728 0.00034 0.00069 0.13553 0.13622 0.00069 0.03232 0.03301 180.125 0.00468 0.01254 0.52240 184.501 2028 0.04379 0.09478 0.38772 0.00034 0.00069 0.07841 0.07910 0.00069 0.01893 0.01962 116.544 0.00306 0.01006 0.29217 119.911 Daily -
Winter
(Max)
— — — — — — — — — — — — — — —
2027 0.11826 6.52125 1.79650 0.03565 0.10185 1.48198 1.58384 0.10185 0.40360 0.50545 5,206.65 0.08539 0.80553 0.29904 5,449.13 2028 0.03868 0.10483 0.32060 0.00034 0.00069 0.07841 0.07910 0.00069 0.01893 0.01962 108.995 0.00359 0.01033 0.00758 112.169 Average
Daily
— — — — — — — — — — — — — — —
2027 0.02836 0.10507 0.23323 0.00043 0.00102 0.05777 0.05879 0.00102 0.01421 0.01523 102.838 0.00263 0.01127 0.11906 106.382 2028 0.02807 0.07144 0.23251 0.00025 0.00049 0.05512 0.05561 0.00049 0.01330 0.01379 79.3581 0.00237 0.00719 0.09013 81.6494 Annual — — — — — — — — — — — — — — —
2027 0.00518 0.01918 0.04256 0.00008 0.00019 0.01054 0.01073 0.00019 0.00259 0.00278 17.0259 0.00044 0.00187 0.01971 17.6127 2028 0.00512 0.01304 0.04243 0.00004 0.00009 0.01006 0.01015 0.00009 0.00243 0.00252 13.1386 0.00039 0.00119 0.01492 13.5180
2.2.4. Total Construction Emissions by Y ear, Mitigated Includes both onsite and offsite emissions.
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 14 / 103
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Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — —
2027 0.80691 5.74482 18.6339 0.02917 0.09320 0.13553 0.22873 0.08972 0.03232 0.12204 2,972.57 0.11795 0.03519 0.52240 2,986.53 2028 0.66156 5.06570 12.3457 0.02150 0.06532 0.07841 0.14374 0.06285 0.01893 0.08177 2,051.37 0.08154 0.02576 0.29217 2,061.38 Daily -
Winter
(Max)
— — — — — — — — — — — — — — —
2027 0.65863 7.72209 16.0373 0.05829 0.14804 3.47061 3.61865 0.14804 1.31032 1.45836 7,658.60 0.18485 0.82542 0.29904 7,909.49 2028 0.65645 5.07575 12.2786 0.02150 0.06532 0.07841 0.14374 0.06285 0.01893 0.08177 2,043.82 0.08207 0.02602 0.00758 2,053.64 Average
Daily
— — — — — — — — — — — — — — —
2027 0.35255 3.28676 8.20884 0.01447 0.04496 0.07384 0.11879 0.04325 0.02139 0.06464 1,399.46 0.05523 0.02179 0.11906 1,407.45 2028 0.46933 3.62210 8.77391 0.01535 0.04666 0.05512 0.10178 0.04489 0.01330 0.05819 1,461.38 0.05843 0.01840 0.09013 1,468.41 Annual — — — — — — — — — — — — — — —
2027 0.06434 0.59983 1.49811 0.00264 0.00820 0.01348 0.02168 0.00789 0.00390 0.01180 231.696 0.00914 0.00361 0.01971 233.020 2028 0.08565 0.66103 1.60124 0.00280 0.00852 0.01006 0.01857 0.00819 0.00243 0.01062 241.948 0.00967 0.00305 0.01492 243.113
2.2.5. Onsite Construction Emissions by Y ear, Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — —
2027 0.71961 5.62582 17.8866 0.02882 0.09251 0.00000 0.09251 0.08903 0.00000 0.08903 2,792.45 0.11327 0.02265 0.00000 2,802.03 15 / 103
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Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e 2028 0.61777 4.97093 11.9580 0.02115 0.06464 0.00000 0.06464 0.06216 0.00000 0.06216 1,934.83 0.07849 0.01570 0.00000 1,941.47 Daily -
Winter
(Max)
— — — — — — — — — — — — — — —
2027 0.61811 4.97390 14.2408 0.02264 0.06503 1.98862 2.03481 0.06252 0.90672 0.95291 2,451.94 0.09946 0.01989 0.00000 2,460.36 2028 0.61777 4.97093 11.9580 0.02115 0.06464 0.00000 0.06464 0.06216 0.00000 0.06216 1,934.83 0.07849 0.01570 0.00000 1,941.47 Average
Daily
— — — — — — — — — — — — — — —
2027 0.32419 3.18169 7.97562 0.01404 0.04393 0.01607 0.06000 0.04223 0.00718 0.04941 1,296.62 0.05260 0.01052 0.00000 1,301.07 2028 0.44127 3.55066 8.54140 0.01511 0.04617 0.00000 0.04617 0.04440 0.00000 0.04440 1,382.02 0.05606 0.01121 0.00000 1,386.76 Annual — — — — — — — — — — — — — — —
2027 0.05917 0.58066 1.45555 0.00256 0.00802 0.00293 0.01095 0.00771 0.00131 0.00902 214.671 0.00871 0.00174 0.00000 215.407 2028 0.08053 0.64800 1.55881 0.00276 0.00843 0.00000 0.00843 0.00810 0.00000 0.00810 228.809 0.00928 0.00186 0.00000 229.595
2.2.6. Offsite Construction Emissions by Y ear, Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — —
2027 0.08730 0.11900 0.74728 0.00034 0.00069 0.13553 0.13622 0.00069 0.03232 0.03301 180.125 0.00468 0.01254 0.52240 184.501 2028 0.04379 0.09478 0.38772 0.00034 0.00069 0.07841 0.07910 0.00069 0.01893 0.01962 116.544 0.00306 0.01006 0.29217 119.911 Daily -
Winter
(Max)
— — — — — — — — — — — — — — —
16 / 103
Fresno Training Center Detailed Report, 7/12/2026
Y ear ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e 2027 0.11826 6.52125 1.79650 0.03565 0.10185 1.48198 1.58384 0.10185 0.40360 0.50545 5,206.65 0.08539 0.80553 0.29904 5,449.13 2028 0.03868 0.10483 0.32060 0.00034 0.00069 0.07841 0.07910 0.00069 0.01893 0.01962 108.995 0.00359 0.01033 0.00758 112.169 Average
Daily
— — — — — — — — — — — — — — —
2027 0.02836 0.10507 0.23323 0.00043 0.00102 0.05777 0.05879 0.00102 0.01421 0.01523 102.838 0.00263 0.01127 0.11906 106.382 2028 0.02807 0.07144 0.23251 0.00025 0.00049 0.05512 0.05561 0.00049 0.01330 0.01379 79.3581 0.00237 0.00719 0.09013 81.6494 Annual — — — — — — — — — — — — — — —
2027 0.00518 0.01918 0.04256 0.00008 0.00019 0.01054 0.01073 0.00019 0.00259 0.00278 17.0259 0.00044 0.00187 0.01971 17.6127 2028 0.00512 0.01304 0.04243 0.00004 0.00009 0.01006 0.01015 0.00009 0.00243 0.00252 13.1386 0.00039 0.00119 0.01492 13.5180
2.3. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Unmit. 1.04941 0.27349 1.78887 0.00123 0.01426 0.00000 0.01426 0.01378 0.00000 0.01378 372.470 2.30717 0.02600 2.90261 440.800 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.83806 0.27789 1.01449 0.00117 0.01243 0.00000 0.01243 0.01239 0.00000 0.01239 368.837 2.31168 0.02677 2.90261 437.509 Average
Daily
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.84427 0.24196 1.16538 0.00113 0.01320 0.00000 0.01320 0.01295 0.00000 0.01295 363.963 2.30471 0.02383 2.90261 431.585 17 / 103
Fresno Training Center Detailed Report, 7/12/2026
Un/Mit. ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Annual
(Max)
— — — — — — — — — — — — — — —
Unmit. 0.15408 0.04416 0.21268 0.00021 0.00241 0.00000 0.00241 0.00236 0.00000 0.00236 60.2582 0.38157 0.00395 0.48056 71.4538
2.4. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Mobile 0.32690 0.10738 0.62067 0.00022 0.00046 0.00000 0.00046 0.00042 0.00000 0.00042 22.8902 0.01401 0.00818 0.00000 25.6793 Area 0.71385 0.00872 1.03599 0.00006 0.00184 — 0.00184 0.00139 — 0.00139 4.26013 0.00018 0.00004 — 4.27549 Energy 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 315.952 0.03735 0.00287 — 317.740 Water — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Waste — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Refrig. — — — — — — — — — — — — — 2.90261 2.90261
Total 1.04941 0.27349 1.78887 0.00123 0.01426 0.00000 0.01426 0.01378 0.00000 0.01378 372.470 2.30717 0.02600 2.90261 440.800 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Mobile 0.28575 0.12050 0.88228 0.00023 0.00047 0.00000 0.00047 0.00043 0.00000 0.00043 23.5179 0.01870 0.00899 0.00000 26.6635 Area 0.54365 — — — — — — — — — — — — — —
Energy 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 315.952 0.03735 0.00287 — 317.740 Water — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 18 / 103
Fresno Training Center Detailed Report, 7/12/2026
Sector ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Waste — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Refrig. — — — — — — — — — — — — — 2.90261 2.90261
Total 0.83806 0.27789 1.01449 0.00117 0.01243 0.00000 0.01243 0.01239 0.00000 0.01239 368.837 2.31168 0.02677 2.90261 437.509 Average
Daily
— — — — — — — — — — — — — — —
Mobile 0.20803 0.08027 0.52228 0.00016 0.00033 0.00000 0.00033 0.00030 0.00000 0.00030 16.5427 0.01165 0.00603 0.00000 18.6311 Area 0.62758 0.00430 0.51090 0.00003 0.00091 — 0.00091 0.00069 — 0.00069 2.10088 0.00009 0.00002 — 2.10846 Energy 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 315.952 0.03735 0.00287 — 317.740 Water — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Waste — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Refrig. — — — — — — — — — — — — — 2.90261 2.90261
Total 0.84427 0.24196 1.16538 0.00113 0.01320 0.00000 0.01320 0.01295 0.00000 0.01295 363.963 2.30471 0.02383 2.90261 431.585 Annual — — — — — — — — — — — — — — —
Mobile 0.03796 0.01465 0.09532 0.00003 0.00006 0.00000 0.00006 0.00006 0.00000 0.00006 2.73883 0.00193 0.00100 0.00000 3.08459 Area 0.11453 0.00078 0.09324 0.00001 0.00017 — 0.00017 0.00013 — 0.00013 0.34783 0.00001 <
0.000005
— 0.34908
Energy 0.00158 0.02872 0.02413 0.00017 0.00218 — 0.00218 0.00218 — 0.00218 52.3094 0.00618 0.00047 — 52.6054 Water — — — — — — — — — — 2.15783 0.10316 0.00247 — 5.47252 Waste — — — — — — — — — — 2.70434 0.27029 0.00000 — 9.46157 Refrig. — — — — — — — — — — — — — 0.48056 0.48056
Total 0.15408 0.04416 0.21268 0.00021 0.00241 0.00000 0.00241 0.00236 0.00000 0.00236 60.2582 0.38157 0.00395 0.48056 71.4538
2.5. Operations Emissions by Sector, Mitigated
19 / 103
Fresno Training Center Detailed Report, 7/12/2026
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Mobile 0.32690 0.10738 0.62067 0.00022 0.00046 0.00000 0.00046 0.00042 0.00000 0.00042 22.8902 0.01401 0.00818 0.00000 25.6793 Area 0.71385 0.00872 1.03599 0.00006 0.00184 — 0.00184 0.00139 — 0.00139 4.26013 0.00018 0.00004 — 4.27549 Energy 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 315.952 0.03735 0.00287 — 317.740 Water — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Waste — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Refrig. — — — — — — — — — — — — — 2.90261 2.90261
Total 1.04941 0.27349 1.78887 0.00123 0.01426 0.00000 0.01426 0.01378 0.00000 0.01378 372.470 2.30717 0.02600 2.90261 440.800 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Mobile 0.28575 0.12050 0.88228 0.00023 0.00047 0.00000 0.00047 0.00043 0.00000 0.00043 23.5179 0.01870 0.00899 0.00000 26.6635 Area 0.54365 — — — — — — — — — — — — — —
Energy 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 315.952 0.03735 0.00287 — 317.740 Water — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Waste — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Refrig. — — — — — — — — — — — — — 2.90261 2.90261
Total 0.83806 0.27789 1.01449 0.00117 0.01243 0.00000 0.01243 0.01239 0.00000 0.01239 368.837 2.31168 0.02677 2.90261 437.509 Average
Daily
— — — — — — — — — — — — — — —
Mobile 0.20803 0.08027 0.52228 0.00016 0.00033 0.00000 0.00033 0.00030 0.00000 0.00030 16.5427 0.01165 0.00603 0.00000 18.6311 20 / 103
Fresno Training Center Detailed Report, 7/12/2026
Sector ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Area 0.62758 0.00430 0.51090 0.00003 0.00091 — 0.00091 0.00069 — 0.00069 2.10088 0.00009 0.00002 — 2.10846 Energy 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 315.952 0.03735 0.00287 — 317.740 Water — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Waste — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Refrig. — — — — — — — — — — — — — 2.90261 2.90261
Total 0.84427 0.24196 1.16538 0.00113 0.01320 0.00000 0.01320 0.01295 0.00000 0.01295 363.963 2.30471 0.02383 2.90261 431.585 Annual — — — — — — — — — — — — — — —
Mobile 0.03796 0.01465 0.09532 0.00003 0.00006 0.00000 0.00006 0.00006 0.00000 0.00006 2.73883 0.00193 0.00100 0.00000 3.08459 Area 0.11453 0.00078 0.09324 0.00001 0.00017 — 0.00017 0.00013 — 0.00013 0.34783 0.00001 <
0.000005
— 0.34908
Energy 0.00158 0.02872 0.02413 0.00017 0.00218 — 0.00218 0.00218 — 0.00218 52.3094 0.00618 0.00047 — 52.6054 Water — — — — — — — — — — 2.15783 0.10316 0.00247 — 5.47252 Waste — — — — — — — — — — 2.70434 0.27029 0.00000 — 9.46157 Refrig. — — — — — — — — — — — — — 0.48056 0.48056
Total 0.15408 0.04416 0.21268 0.00021 0.00241 0.00000 0.00241 0.00236 0.00000 0.00236 60.2582 0.38157 0.00395 0.48056 71.4538
3. Construction Emissions Details
3.1. Site Preparation (2027)
3.1.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 21 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
1.18998 10.4379 11.5743 0.01907 0.47275 — 0.47275 0.43493 — 0.43493 2,065.36 0.08378 0.01676 — 2,072.45 Dust
From
Material
Movement
— — — — — 7.25776 7.25776 — 3.11115 3.11115 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00326 0.02860 0.03171 0.00005 0.00130 — 0.00130 0.00119 — 0.00119 5.65853 0.00023 0.00005 — 5.67795 Dust
From
Material
Movement
— — — — — 0.01988 0.01988 — 0.00852 0.00852 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00059 0.00522 0.00579 0.00001 0.00024 — 0.00024 0.00022 — 0.00022 0.93683 0.00004 0.00001 — 0.94005 22 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Dust
From
Material
Movement
— — — — — 0.00363 0.00363 — 0.00156 0.00156 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.1.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.02376 0.01725 0.19261 0.00000 0.00000 0.04080 0.04080 0.00000 0.00956 0.00956 38.7154 0.00165 0.00193 0.00362 39.3369 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00007 0.00004 0.00053 0.00000 0.00000 0.00011 0.00011 0.00000 0.00003 0.00003 0.10985 <
0.000005
0.00001 0.00017 0.11168
Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
23 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Worker 0.00001 0.00001 0.00010 0.00000 0.00000 0.00002 0.00002 0.00000 <
0.000005
<
0.000005
0.01819 <
0.000005
<
0.000005
0.00003 0.01849
Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.1.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.19419 1.00980 11.8782 0.01904 0.03884 — 0.03884 0.03884 — 0.03884 2,061.85 0.08364 0.01673 — 2,068.93 Dust
From
Material
Movement
— — — — — 1.88702 1.88702 — 0.80890 0.80890 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00053 0.00277 0.03254 0.00005 0.00011 — 0.00011 0.00011 — 0.00011 5.64890 0.00023 0.00005 — 5.66829 24 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Dust
From
Material
Movement
— — — — — 0.00517 0.00517 — 0.00222 0.00222 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00010 0.00050 0.00594 0.00001 0.00002 — 0.00002 0.00002 — 0.00002 0.93524 0.00004 0.00001 — 0.93845 Dust
From
Material
Movement
— — — — — 0.00094 0.00094 — 0.00040 0.00040 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.1.4. Offsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.02376 0.01725 0.19261 0.00000 0.00000 0.04080 0.04080 0.00000 0.00956 0.00956 38.7154 0.00165 0.00193 0.00362 39.3369 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 25 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00007 0.00004 0.00053 0.00000 0.00000 0.00011 0.00011 0.00000 0.00003 0.00003 0.10985 <
0.000005
0.00001 0.00017 0.11168
Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00001 0.00001 0.00010 0.00000 0.00000 0.00002 0.00002 0.00000 <
0.000005
<
0.000005
0.01819 <
0.000005
<
0.000005
0.00003 0.01849
Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.2. Grading (2027)
3.2.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
1.37378 12.1813 13.8677 0.02267 0.53897 — 0.53897 0.49585 — 0.49585 2,455.46 0.09960 0.01992 — 2,463.88 26 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Dust
From
Material
Movement
— — — — — 7.64856 7.64856 — 3.48740 3.48740 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00753 0.06675 0.07599 0.00012 0.00295 — 0.00295 0.00272 — 0.00272 13.4546 0.00055 0.00011 — 13.5007 Dust
From
Material
Movement
— — — — — 0.04191 0.04191 — 0.01911 0.01911 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00137 0.01218 0.01387 0.00002 0.00054 — 0.00054 0.00050 — 0.00050 2.22756 0.00009 0.00002 — 2.23520 Dust
From
Material
Movement
— — — — — 0.00765 0.00765 — 0.00349 0.00349 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.2.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 27 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.03168 0.02299 0.25682 0.00000 0.00000 0.05440 0.05440 0.00000 0.01275 0.01275 51.6206 0.00220 0.00258 0.00483 52.4492 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.08658 6.49826 1.53969 0.03565 0.10185 1.42758 1.52943 0.10185 0.39085 0.49270 5,155.03 0.08318 0.80295 0.29421 5,396.68 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00019 0.00011 0.00143 0.00000 0.00000 0.00029 0.00029 0.00000 0.00007 0.00007 0.29293 0.00001 0.00001 0.00044 0.29783 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00050 0.03481 0.00835 0.00020 0.00056 0.00773 0.00828 0.00056 0.00212 0.00268 28.2359 0.00046 0.00440 0.02687 29.5852 Annual — — — — — — — — — — — — — — —
Worker 0.00003 0.00002 0.00026 0.00000 0.00000 0.00005 0.00005 0.00000 0.00001 0.00001 0.04850 <
0.000005
<
0.000005
0.00007 0.04931
Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00009 0.00635 0.00152 0.00004 0.00010 0.00141 0.00151 0.00010 0.00039 0.00049 4.67477 0.00008 0.00073 0.00445 4.89817
3.2.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
28 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.23093 1.20083 14.2408 0.02264 0.04619 — 0.04619 0.04619 — 0.04619 2,451.94 0.09946 0.01989 — 2,460.36 Dust
From
Material
Movement
— — — — — 1.98862 1.98862 — 0.90672 0.90672 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00127 0.00658 0.07803 0.00012 0.00025 — 0.00025 0.00025 — 0.00025 13.4353 0.00054 0.00011 — 13.4814 Dust
From
Material
Movement
— — — — — 0.01090 0.01090 — 0.00497 0.00497 — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00023 0.00120 0.01424 0.00002 0.00005 — 0.00005 0.00005 — 0.00005 2.22437 0.00009 0.00002 — 2.23200 Dust
From
Material
Movement
— — — — — 0.00199 0.00199 — 0.00091 0.00091 — — — — —
29 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.2.4. Offsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.03168 0.02299 0.25682 0.00000 0.00000 0.05440 0.05440 0.00000 0.01275 0.01275 51.6206 0.00220 0.00258 0.00483 52.4492 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.08658 6.49826 1.53969 0.03565 0.10185 1.42758 1.52943 0.10185 0.39085 0.49270 5,155.03 0.08318 0.80295 0.29421 5,396.68 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00019 0.00011 0.00143 0.00000 0.00000 0.00029 0.00029 0.00000 0.00007 0.00007 0.29293 0.00001 0.00001 0.00044 0.29783 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00050 0.03481 0.00835 0.00020 0.00056 0.00773 0.00828 0.00056 0.00212 0.00268 28.2359 0.00046 0.00440 0.02687 29.5852 Annual — — — — — — — — — — — — — — —
Worker 0.00003 0.00002 0.00026 0.00000 0.00000 0.00005 0.00005 0.00000 0.00001 0.00001 0.04850 <
0.000005
<
0.000005
0.00007 0.04931
Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00009 0.00635 0.00152 0.00004 0.00010 0.00141 0.00151 0.00010 0.00039 0.00049 4.67477 0.00008 0.00073 0.00445 4.89817 30 / 103
Fresno Training Center Detailed Report, 7/12/2026
3.3. Building Construction (2027)
3.3.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.97105 8.25338 9.90715 0.01942 0.26132 — 0.26132 0.24041 — 0.24041 1,800.91 0.07305 0.01461 — 1,807.09 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.97105 8.25338 9.90715 0.01942 0.26132 — 0.26132 0.24041 — 0.24041 1,800.91 0.07305 0.01461 — 1,807.09 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.65560 5.57224 6.68878 0.01311 0.17643 — 0.17643 0.16231 — 0.16231 1,215.88 0.04932 0.00986 — 1,220.05 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
31 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Off-Road
Equipmen
t
0.11965 1.01693 1.22070 0.00239 0.03220 — 0.03220 0.02962 — 0.02962 201.303 0.00817 0.00163 — 201.994 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.3.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.03758 0.01850 0.31675 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 58.1523 0.00154 0.00236 0.18627 59.0804 Vendor 0.00275 0.07738 0.03477 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 49.3143 0.00120 0.00723 0.10339 51.6023 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.03169 0.02300 0.25693 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 51.6433 0.00221 0.00258 0.00483 52.4722 Vendor 0.00250 0.08237 0.03624 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 49.4137 0.00120 0.00723 0.00268 51.6010 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.02284 0.01394 0.17582 0.00000 0.00000 0.03615 0.03615 0.00000 0.00846 0.00846 36.1093 0.00119 0.00174 0.05427 36.7126 Vendor 0.00174 0.05433 0.02388 0.00023 0.00046 0.00872 0.00919 0.00046 0.00241 0.00288 33.3225 0.00081 0.00488 0.03015 34.8276 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 32 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Annual — — — — — — — — — — — — — — —
Worker 0.00417 0.00254 0.03209 0.00000 0.00000 0.00660 0.00660 0.00000 0.00154 0.00154 5.97831 0.00020 0.00029 0.00899 6.07818 Vendor 0.00032 0.00992 0.00436 0.00004 0.00008 0.00159 0.00168 0.00008 0.00044 0.00053 5.51692 0.00013 0.00081 0.00499 5.76610 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.3.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.29854 4.32785 10.9959 0.01942 0.06268 — 0.06268 0.06017 — 0.06017 1,800.91 0.07305 0.01461 — 1,807.09 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.29854 4.32785 10.9959 0.01942 0.06268 — 0.06268 0.06017 — 0.06017 1,800.91 0.07305 0.01461 — 1,807.09 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
33 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Off-Road
Equipmen
t
0.20156 2.92194 7.42382 0.01311 0.04232 — 0.04232 0.04063 — 0.04063 1,215.88 0.04932 0.00986 — 1,220.05 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.03678 0.53325 1.35485 0.00239 0.00772 — 0.00772 0.00741 — 0.00741 201.303 0.00817 0.00163 — 201.994 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.3.4. Offsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.03758 0.01850 0.31675 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 58.1523 0.00154 0.00236 0.18627 59.0804 Vendor 0.00275 0.07738 0.03477 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 49.3143 0.00120 0.00723 0.10339 51.6023 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.03169 0.02300 0.25693 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 51.6433 0.00221 0.00258 0.00483 52.4722 Vendor 0.00250 0.08237 0.03624 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 49.4137 0.00120 0.00723 0.00268 51.6010 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 34 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Average
Daily
— — — — — — — — — — — — — — —
Worker 0.02284 0.01394 0.17582 0.00000 0.00000 0.03615 0.03615 0.00000 0.00846 0.00846 36.1093 0.00119 0.00174 0.05427 36.7126 Vendor 0.00174 0.05433 0.02388 0.00023 0.00046 0.00872 0.00919 0.00046 0.00241 0.00288 33.3225 0.00081 0.00488 0.03015 34.8276 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00417 0.00254 0.03209 0.00000 0.00000 0.00660 0.00660 0.00000 0.00154 0.00154 5.97831 0.00020 0.00029 0.00899 6.07818 Vendor 0.00032 0.00992 0.00436 0.00004 0.00008 0.00159 0.00168 0.00008 0.00044 0.00053 5.51692 0.00013 0.00081 0.00499 5.76610 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.4. Building Construction (2028)
3.4.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.92809 7.88994 9.87597 0.01943 0.23087 — 0.23087 0.21240 — 0.21240 1,801.31 0.07307 0.01461 — 1,807.49 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
35 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Off-Road
Equipmen
t
0.92809 7.88994 9.87597 0.01943 0.23087 — 0.23087 0.21240 — 0.21240 1,801.31 0.07307 0.01461 — 1,807.49 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.66292 5.63567 7.05427 0.01388 0.16491 — 0.16491 0.15171 — 0.15171 1,286.65 0.05219 0.01044 — 1,291.07 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.12098 1.02851 1.28740 0.00253 0.03010 — 0.03010 0.02769 — 0.02769 213.020 0.00864 0.00173 — 213.751 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.4.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.03434 0.01637 0.29491 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 57.0300 0.00154 0.00236 0.16757 57.9395 Vendor 0.00258 0.07514 0.03383 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 48.1075 0.00120 0.00723 0.09108 50.3833 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 36 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.03015 0.02086 0.23776 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 50.6554 0.00199 0.00258 0.00435 51.4784 Vendor 0.00250 0.07979 0.03529 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 48.2084 0.00120 0.00723 0.00236 50.3954 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.02185 0.01322 0.17327 0.00000 0.00000 0.03824 0.03824 0.00000 0.00895 0.00895 37.4711 0.00126 0.00169 0.05169 38.0567 Vendor 0.00184 0.05558 0.02459 0.00025 0.00049 0.00923 0.00972 0.00049 0.00255 0.00304 34.3928 0.00086 0.00516 0.02810 35.9813 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00399 0.00241 0.03162 0.00000 0.00000 0.00698 0.00698 0.00000 0.00163 0.00163 6.20378 0.00021 0.00028 0.00856 6.30072 Vendor 0.00034 0.01014 0.00449 0.00004 0.00009 0.00168 0.00177 0.00009 0.00047 0.00056 5.69412 0.00014 0.00085 0.00465 5.95712 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.4.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.29821 4.32488 10.9948 0.01943 0.06229 — 0.06229 0.05981 — 0.05981 1,801.31 0.07307 0.01461 — 1,807.49 37 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.29821 4.32488 10.9948 0.01943 0.06229 — 0.06229 0.05981 — 0.05981 1,801.31 0.07307 0.01461 — 1,807.49 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.21301 3.08920 7.85341 0.01388 0.04449 — 0.04449 0.04272 — 0.04272 1,286.65 0.05219 0.01044 — 1,291.07 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.03887 0.56378 1.43325 0.00253 0.00812 — 0.00812 0.00780 — 0.00780 213.020 0.00864 0.00173 — 213.751 Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.4.4. Offsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 38 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.03434 0.01637 0.29491 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 57.0300 0.00154 0.00236 0.16757 57.9395 Vendor 0.00258 0.07514 0.03383 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 48.1075 0.00120 0.00723 0.09108 50.3833 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.03015 0.02086 0.23776 0.00000 0.00000 0.05443 0.05443 0.00000 0.01276 0.01276 50.6554 0.00199 0.00258 0.00435 51.4784 Vendor 0.00250 0.07979 0.03529 0.00034 0.00069 0.01310 0.01379 0.00069 0.00362 0.00431 48.2084 0.00120 0.00723 0.00236 50.3954 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.02185 0.01322 0.17327 0.00000 0.00000 0.03824 0.03824 0.00000 0.00895 0.00895 37.4711 0.00126 0.00169 0.05169 38.0567 Vendor 0.00184 0.05558 0.02459 0.00025 0.00049 0.00923 0.00972 0.00049 0.00255 0.00304 34.3928 0.00086 0.00516 0.02810 35.9813 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00399 0.00241 0.03162 0.00000 0.00000 0.00698 0.00698 0.00000 0.00163 0.00163 6.20378 0.00021 0.00028 0.00856 6.30072 Vendor 0.00034 0.01014 0.00449 0.00004 0.00009 0.00168 0.00177 0.00009 0.00047 0.00056 5.69412 0.00014 0.00085 0.00465 5.95712 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.5. Paving (2027)
39 / 103
Fresno Training Center Detailed Report, 7/12/2026
3.5.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.45646 4.29849 6.48965 0.00940 0.16865 — 0.16865 0.15516 — 0.15516 991.534 0.04022 0.00804 — 994.937 Paving 0.28296 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00625 0.05888 0.08890 0.00013 0.00231 — 0.00231 0.00213 — 0.00213 13.5827 0.00055 0.00011 — 13.6293 Paving 0.00388 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00114 0.01075 0.01622 0.00002 0.00042 — 0.00042 0.00039 — 0.00039 2.24876 0.00009 0.00002 — 2.25648 Paving 0.00071 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 40 / 103
Fresno Training Center Detailed Report, 7/12/2026
3.5.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.04696 0.02312 0.39576 0.00000 0.00000 0.06800 0.06800 0.00000 0.01594 0.01594 72.6584 0.00193 0.00295 0.23274 73.8181 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00058 0.00035 0.00446 0.00000 0.00000 0.00092 0.00092 0.00000 0.00021 0.00021 0.91541 0.00003 0.00004 0.00138 0.93071 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00011 0.00006 0.00081 0.00000 0.00000 0.00017 0.00017 0.00000 0.00004 0.00004 0.15156 0.00001 0.00001 0.00023 0.15409 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.5.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 41 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.13811 1.29796 6.89076 0.00940 0.02983 — 0.02983 0.02886 — 0.02886 991.534 0.04022 0.00804 — 994.937 Paving 0.28296 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00189 0.01778 0.09439 0.00013 0.00041 — 0.00041 0.00040 — 0.00040 13.5827 0.00055 0.00011 — 13.6293 Paving 0.00388 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00035 0.00324 0.01723 0.00002 0.00007 — 0.00007 0.00007 — 0.00007 2.24876 0.00009 0.00002 — 2.25648 Paving 0.00071 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.5.4. Offsite - Mitigated
42 / 103
Fresno Training Center Detailed Report, 7/12/2026
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.04696 0.02312 0.39576 0.00000 0.00000 0.06800 0.06800 0.00000 0.01594 0.01594 72.6584 0.00193 0.00295 0.23274 73.8181 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00058 0.00035 0.00446 0.00000 0.00000 0.00092 0.00092 0.00000 0.00021 0.00021 0.91541 0.00003 0.00004 0.00138 0.93071 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00011 0.00006 0.00081 0.00000 0.00000 0.00017 0.00017 0.00000 0.00004 0.00004 0.15156 0.00001 0.00001 0.00023 0.15409 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.6. Architectural Coating (2027)
3.6.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 43 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.11335 0.83116 1.12539 0.00173 0.01905 — 0.01905 0.01752 — 0.01752 133.513 0.00542 0.00108 — 133.971 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.11335 0.83116 1.12539 0.00173 0.01905 — 0.01905 0.01752 — 0.01752 133.513 0.00542 0.00108 — 133.971 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.04081 0.29928 0.40523 0.00062 0.00686 — 0.00686 0.00631 — 0.00631 48.0750 0.00195 0.00039 — 48.2400 Architectu
ral
Coatings
0.10745 — — — — — — — — — — — — — —
44 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00745 0.05462 0.07395 0.00011 0.00125 — 0.00125 0.00115 — 0.00115 7.95937 0.00032 0.00006 — 7.98669 Architectu
ral
Coatings
0.01961 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.6.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.00752 0.00370 0.06335 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 11.6305 0.00031 0.00047 0.03725 11.8161 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.00634 0.00460 0.05139 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 10.3287 0.00044 0.00052 0.00097 10.4944 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 45 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00244 0.00149 0.01875 0.00000 0.00000 0.00386 0.00386 0.00000 0.00090 0.00090 3.85166 0.00013 0.00019 0.00579 3.91601 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00044 0.00027 0.00342 0.00000 0.00000 0.00070 0.00070 0.00000 0.00016 0.00016 0.63769 0.00002 0.00003 0.00096 0.64834 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.6.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.02114 0.64604 0.96319 0.00173 0.00235 — 0.00235 0.00235 — 0.00235 133.513 0.00542 0.00108 — 133.971 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
46 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Off-Road
Equipmen
t
0.02114 0.64604 0.96319 0.00173 0.00235 — 0.00235 0.00235 — 0.00235 133.513 0.00542 0.00108 — 133.971 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00761 0.23263 0.34682 0.00062 0.00085 — 0.00085 0.00085 — 0.00085 48.0750 0.00195 0.00039 — 48.2400 Architectu
ral
Coatings
0.10745 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00139 0.04245 0.06330 0.00011 0.00015 — 0.00015 0.00015 — 0.00015 7.95937 0.00032 0.00006 — 7.98669 Architectu
ral
Coatings
0.01961 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.6.4. Offsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 47 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.00752 0.00370 0.06335 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 11.6305 0.00031 0.00047 0.03725 11.8161 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.00634 0.00460 0.05139 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 10.3287 0.00044 0.00052 0.00097 10.4944 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00244 0.00149 0.01875 0.00000 0.00000 0.00386 0.00386 0.00000 0.00090 0.00090 3.85166 0.00013 0.00019 0.00579 3.91601 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00044 0.00027 0.00342 0.00000 0.00000 0.00070 0.00070 0.00000 0.00016 0.00016 0.63769 0.00002 0.00003 0.00096 0.64834 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.7. Architectural Coating (2028)
48 / 103
Fresno Training Center Detailed Report, 7/12/2026
3.7.1. Onsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.10731 0.80814 1.11833 0.00173 0.01536 — 0.01536 0.01413 — 0.01413 133.517 0.00542 0.00108 — 133.975 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.10731 0.80814 1.11833 0.00173 0.01536 — 0.01536 0.01413 — 0.01413 133.517 0.00542 0.00108 — 133.975 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.07665 0.57724 0.79881 0.00123 0.01097 — 0.01097 0.01009 — 0.01009 95.3693 0.00387 0.00077 — 95.6966 49 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Architectu
ral
Coatings
0.21316 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.01399 0.10535 0.14578 0.00023 0.00200 — 0.00200 0.00184 — 0.00184 15.7895 0.00064 0.00013 — 15.8437 Architectu
ral
Coatings
0.03890 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.7.2. Offsite - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.00687 0.00327 0.05898 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 11.4060 0.00031 0.00047 0.03351 11.5879 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.00603 0.00417 0.04755 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 10.1311 0.00040 0.00052 0.00087 10.2957 50 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00437 0.00264 0.03465 0.00000 0.00000 0.00765 0.00765 0.00000 0.00179 0.00179 7.49423 0.00025 0.00034 0.01034 7.61134 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00080 0.00048 0.00632 0.00000 0.00000 0.00140 0.00140 0.00000 0.00033 0.00033 1.24076 0.00004 0.00006 0.00171 1.26014 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
3.7.3. Onsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.02114 0.64604 0.96319 0.00173 0.00235 — 0.00235 0.00235 — 0.00235 133.517 0.00542 0.00108 — 133.975 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 51 / 103
Fresno Training Center Detailed Report, 7/12/2026
Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.02114 0.64604 0.96319 0.00173 0.00235 — 0.00235 0.00235 — 0.00235 133.517 0.00542 0.00108 — 133.975 Architectu
ral
Coatings
0.29842 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.01510 0.46146 0.68799 0.00123 0.00168 — 0.00168 0.00168 — 0.00168 95.3693 0.00387 0.00077 — 95.6966 Architectu
ral
Coatings
0.21316 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Off-Road
Equipmen
t
0.00276 0.08422 0.12556 0.00023 0.00031 — 0.00031 0.00031 — 0.00031 15.7895 0.00064 0.00013 — 15.8437 Architectu
ral
Coatings
0.03890 — — — — — — — — — — — — — —
Onsite
truck
0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 52 / 103
Fresno Training Center Detailed Report, 7/12/2026
3.7.4. Offsite - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Worker 0.00687 0.00327 0.05898 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 11.4060 0.00031 0.00047 0.03351 11.5879 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Worker 0.00603 0.00417 0.04755 0.00000 0.00000 0.01089 0.01089 0.00000 0.00255 0.00255 10.1311 0.00040 0.00052 0.00087 10.2957 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Average
Daily
— — — — — — — — — — — — — — —
Worker 0.00437 0.00264 0.03465 0.00000 0.00000 0.00765 0.00765 0.00000 0.00179 0.00179 7.49423 0.00025 0.00034 0.01034 7.61134 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Annual — — — — — — — — — — — — — — —
Worker 0.00080 0.00048 0.00632 0.00000 0.00000 0.00140 0.00140 0.00000 0.00033 0.00033 1.24076 0.00004 0.00006 0.00171 1.26014 Vendor 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Hauling 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 53 / 103
Fresno Training Center Detailed Report, 7/12/2026
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
Mobile source emissions results are presented in Sections 2.6. No further detailed breakdown of emissions is available.
4.1.2. Mitigated
Mobile source emissions results are presented in Sections 2.5. No further detailed breakdown of emissions is available.
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 43.9718 0.00711 0.00086 — 44.4066
General
Light
Industry
— — — — — — — — — — 72.6687 0.01176 0.00142 — 73.3873
Parking
Lot
— — — — — — — — — — 11.5156 0.00186 0.00023 — 11.6295
Total — — — — — — — — — — 128.156 0.02073 0.00251 — 129.423 54 / 103
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 43.9718 0.00711 0.00086 — 44.4066
General
Light
Industry
— — — — — — — — — — 72.6687 0.01176 0.00142 — 73.3873
Parking
Lot
— — — — — — — — — — 11.5156 0.00186 0.00023 — 11.6295
Total — — — — — — — — — — 128.156 0.02073 0.00251 — 129.423 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 7.28003 0.00118 0.00014 — 7.35202
General
Light
Industry
— — — — — — — — — — 12.0311 0.00195 0.00024 — 12.1501
Parking
Lot
— — — — — — — — — — 1.90654 0.00031 0.00004 — 1.92539
Total — — — — — — — — — — 21.2177 0.00343 0.00042 — 21.4275
4.2.2. Electricity Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
55 / 103
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Junior
College
(2yr)
— — — — — — — — — — 43.9718 0.00711 0.00086 — 44.4066
General
Light
Industry
— — — — — — — — — — 72.6687 0.01176 0.00142 — 73.3873
Parking
Lot
— — — — — — — — — — 11.5156 0.00186 0.00023 — 11.6295
Total — — — — — — — — — — 128.156 0.02073 0.00251 — 129.423 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 43.9718 0.00711 0.00086 — 44.4066
General
Light
Industry
— — — — — — — — — — 72.6687 0.01176 0.00142 — 73.3873
Parking
Lot
— — — — — — — — — — 11.5156 0.00186 0.00023 — 11.6295
Total — — — — — — — — — — 128.156 0.02073 0.00251 — 129.423 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 7.28003 0.00118 0.00014 — 7.35202
General
Light
Industry
— — — — — — — — — — 12.0311 0.00195 0.00024 — 12.1501
Parking
Lot
— — — — — — — — — — 1.90654 0.00031 0.00004 — 1.92539
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Total — — — — — — — — — — 21.2177 0.00343 0.00042 — 21.4275
4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
0.00202 0.03678 0.03089 0.00022 0.00279 — 0.00279 0.00279 — 0.00279 43.8795 0.00388 0.00008 — 44.0012 General
Light
Industry
0.00663 0.12062 0.10132 0.00072 0.00917 — 0.00917 0.00917 — 0.00917 143.916 0.01274 0.00027 — 144.315 Parking
Lot
0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 187.796 0.01662 0.00035 — 188.316 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
0.00202 0.03678 0.03089 0.00022 0.00279 — 0.00279 0.00279 — 0.00279 43.8795 0.00388 0.00008 — 44.0012 General
Light
Industry
0.00663 0.12062 0.10132 0.00072 0.00917 — 0.00917 0.00917 — 0.00917 143.916 0.01274 0.00027 — 144.315 Parking
Lot
0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 187.796 0.01662 0.00035 — 188.316 57 / 103
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
0.00037 0.00671 0.00564 0.00004 0.00051 — 0.00051 0.00051 — 0.00051 7.26476 0.00064 0.00001 — 7.28491 General
Light
Industry
0.00121 0.02201 0.01849 0.00013 0.00167 — 0.00167 0.00167 — 0.00167 23.8269 0.00211 0.00004 — 23.8930 Parking
Lot
0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.00158 0.02872 0.02413 0.00017 0.00218 — 0.00218 0.00218 — 0.00218 31.0917 0.00275 0.00006 — 31.1779
4.2.4. Natural Gas Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
0.00202 0.03678 0.03089 0.00022 0.00279 — 0.00279 0.00279 — 0.00279 43.8795 0.00388 0.00008 — 44.0012 General
Light
Industry
0.00663 0.12062 0.10132 0.00072 0.00917 — 0.00917 0.00917 — 0.00917 143.916 0.01274 0.00027 — 144.315 Parking
Lot
0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 187.796 0.01662 0.00035 — 188.316 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
58 / 103
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Junior
College
(2yr)
0.00202 0.03678 0.03089 0.00022 0.00279 — 0.00279 0.00279 — 0.00279 43.8795 0.00388 0.00008 — 44.0012 General
Light
Industry
0.00663 0.12062 0.10132 0.00072 0.00917 — 0.00917 0.00917 — 0.00917 143.916 0.01274 0.00027 — 144.315 Parking
Lot
0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.00866 0.15739 0.13221 0.00094 0.01196 — 0.01196 0.01196 — 0.01196 187.796 0.01662 0.00035 — 188.316 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
0.00037 0.00671 0.00564 0.00004 0.00051 — 0.00051 0.00051 — 0.00051 7.26476 0.00064 0.00001 — 7.28491 General
Light
Industry
0.00121 0.02201 0.01849 0.00013 0.00167 — 0.00167 0.00167 — 0.00167 23.8269 0.00211 0.00004 — 23.8930 Parking
Lot
0.00000 0.00000 0.00000 0.00000 0.00000 — 0.00000 0.00000 — 0.00000 0.00000 0.00000 0.00000 — 0.00000 Total 0.00158 0.02872 0.02413 0.00017 0.00218 — 0.00218 0.00218 — 0.00218 31.0917 0.00275 0.00006 — 31.1779
4.3. Area Emissions by Source
4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
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Source ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Consumer
Products
0.51160 — — — — — — — — — — — — — —
Architectu
ral
Coatings
0.03205 — — — — — — — — — — — — — —
Landscap
e Equipm
ent
0.17021 0.00872 1.03599 0.00006 0.00184 — 0.00184 0.00139 — 0.00139 4.26013 0.00018 0.00004 — 4.27549 Total 0.71385 0.00872 1.03599 0.00006 0.00184 — 0.00184 0.00139 — 0.00139 4.26013 0.00018 0.00004 — 4.27549 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Consumer
Products
0.51160 — — — — — — — — — — — — — —
Architectu
ral
Coatings
0.03205 — — — — — — — — — — — — — —
Total 0.54365 — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Consumer
Products
0.09337 — — — — — — — — — — — — — —
Architectu
ral
Coatings
0.00585 — — — — — — — — — — — — — —
Landscap
e Equipm
ent
0.01532 0.00078 0.09324 0.00001 0.00017 — 0.00017 0.00013 — 0.00013 0.34783 0.00001 <
0.000005
— 0.34908
Total 0.11453 0.00078 0.09324 0.00001 0.00017 — 0.00017 0.00013 — 0.00013 0.34783 0.00001 <
0.000005
— 0.34908
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4.3.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Consumer
Products
0.51160 — — — — — — — — — — — — — —
Architectu
ral
Coatings
0.03205 — — — — — — — — — — — — — —
Landscap
e Equipm
ent
0.17021 0.00872 1.03599 0.00006 0.00184 — 0.00184 0.00139 — 0.00139 4.26013 0.00018 0.00004 — 4.27549 Total 0.71385 0.00872 1.03599 0.00006 0.00184 — 0.00184 0.00139 — 0.00139 4.26013 0.00018 0.00004 — 4.27549 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Consumer
Products
0.51160 — — — — — — — — — — — — — —
Architectu
ral
Coatings
0.03205 — — — — — — — — — — — — — —
Total 0.54365 — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Consumer
Products
0.09337 — — — — — — — — — — — — — —
Architectu
ral
Coatings
0.00585 — — — — — — — — — — — — — —
61 / 103
Fresno Training Center Detailed Report, 7/12/2026
Source ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Landscap
e Equipm
ent
0.01532 0.00078 0.09324 0.00001 0.00017 — 0.00017 0.00013 — 0.00013 0.34783 0.00001 <
0.000005
— 0.34908
Total 0.11453 0.00078 0.09324 0.00001 0.00017 — 0.00017 0.00013 — 0.00013 0.34783 0.00001 <
0.000005
— 0.34908
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 2.59728 0.12416 0.00297 — 6.58701
General
Light
Industry
— — — — — — — — — — 10.4361 0.49890 0.01194 — 26.4673
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 2.59728 0.12416 0.00297 — 6.58701
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e General
Light
Industry
— — — — — — — — — — 10.4361 0.49890 0.01194 — 26.4673
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 0.43001 0.02056 0.00049 — 1.09056
General
Light
Industry
— — — — — — — — — — 1.72782 0.08260 0.00198 — 4.38196
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 2.15783 0.10316 0.00247 — 5.47252
4.4.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 2.59728 0.12416 0.00297 — 6.58701
General
Light
Industry
— — — — — — — — — — 10.4361 0.49890 0.01194 — 26.4673
63 / 103
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Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 2.59728 0.12416 0.00297 — 6.58701
General
Light
Industry
— — — — — — — — — — 10.4361 0.49890 0.01194 — 26.4673
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 13.0334 0.62307 0.01491 — 33.0543 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 0.43001 0.02056 0.00049 — 1.09056
General
Light
Industry
— — — — — — — — — — 1.72782 0.08260 0.00198 — 4.38196
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 2.15783 0.10316 0.00247 — 5.47252
4.5. Waste Emissions by Land Use
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4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 9.00998 0.90052 0.00000 — 31.5229
General
Light
Industry
— — — — — — — — — — 7.32439 0.73205 0.00000 — 25.6256
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 9.00998 0.90052 0.00000 — 31.5229
General
Light
Industry
— — — — — — — — — — 7.32439 0.73205 0.00000 — 25.6256
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 1.49170 0.14909 0.00000 — 5.21897
65 / 103
Fresno Training Center Detailed Report, 7/12/2026
Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e General
Light
Industry
— — — — — — — — — — 1.21264 0.12120 0.00000 — 4.24260
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 2.70434 0.27029 0.00000 — 9.46157
4.5.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 9.00998 0.90052 0.00000 — 31.5229
General
Light
Industry
— — — — — — — — — — 7.32439 0.73205 0.00000 — 25.6256
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 9.00998 0.90052 0.00000 — 31.5229
66 / 103
Fresno Training Center Detailed Report, 7/12/2026
Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e General
Light
Industry
— — — — — — — — — — 7.32439 0.73205 0.00000 — 25.6256
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 16.3344 1.63256 0.00000 — 57.1484 Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — 1.49170 0.14909 0.00000 — 5.21897
General
Light
Industry
— — — — — — — — — — 1.21264 0.12120 0.00000 — 4.24260
Parking
Lot
— — — — — — — — — — 0.00000 0.00000 0.00000 — 0.00000
Total — — — — — — — — — — 2.70434 0.27029 0.00000 — 9.46157
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — — — — 0.04968 0.04968
67 / 103
Fresno Training Center Detailed Report, 7/12/2026
Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e General
Light
Industry
— — — — — — — — — — — — — 2.85294 2.85294
Total — — — — — — — — — — — — — 2.90261 2.90261
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — — — — 0.04968 0.04968
General
Light
Industry
— — — — — — — — — — — — — 2.85294 2.85294
Total — — — — — — — — — — — — — 2.90261 2.90261
Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — — — — 0.00822 0.00822
General
Light
Industry
— — — — — — — — — — — — — 0.47234 0.47234
Total — — — — — — — — — — — — — 0.48056 0.48056
4.6.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
68 / 103
Fresno Training Center Detailed Report, 7/12/2026
Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Junior
College
(2yr)
— — — — — — — — — — — — — 0.04968 0.04968
General
Light
Industry
— — — — — — — — — — — — — 2.85294 2.85294
Total — — — — — — — — — — — — — 2.90261 2.90261
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — — — — 0.04968 0.04968
General
Light
Industry
— — — — — — — — — — — — — 2.85294 2.85294
Total — — — — — — — — — — — — — 2.90261 2.90261
Annual — — — — — — — — — — — — — — —
Junior
College
(2yr)
— — — — — — — — — — — — — 0.00822 0.00822
General
Light
Industry
— — — — — — — — — — — — — 0.47234 0.47234
Total — — — — — — — — — — — — — 0.48056 0.48056
4.7. Offroad Emissions By Equipment Type
4.7.1. Unmitigated
69 / 103
Fresno Training Center Detailed Report, 7/12/2026
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.7.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
70 / 103
Fresno Training Center Detailed Report, 7/12/2026
4.8. Stationary Emissions By Equipment Type
4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.8.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
71 / 103
Fresno Training Center Detailed Report, 7/12/2026
Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.9. User Defined Emissions By Equipment Type
4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.9.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 72 / 103
Fresno Training Center Detailed Report, 7/12/2026
Equipmen
t Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.10. Soil Carbon Accumulation By Vegetation Type
4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
73 / 103
Fresno Training Center Detailed Report, 7/12/2026
Vegetation ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Total — — — — — — — — — — — — — — —
4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
74 / 103
Fresno Training Center Detailed Report, 7/12/2026
Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Sequester
ed
— — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Sequester
ed
— — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Sequester
ed
— — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — — —
75 / 103
Fresno Training Center Detailed Report, 7/12/2026
Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Subtotal — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
76 / 103
Fresno Training Center Detailed Report, 7/12/2026
Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — —
4.10.6. Avoided and Sequestered Emissions by Species - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Sequester
ed
— — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — —
77 / 103
Fresno Training Center Detailed Report, 7/12/2026
Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O R CO2e Subtotal — — — — — — — — — — — — — — —
Sequester
ed
— — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Sequester
ed
— — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — —
5. Activity Data
5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Site Preparation Site Preparation 1/16/2027 1/17/2027 5.00000 1.000000 — 78 / 103
Fresno Training Center Detailed Report, 7/12/2026
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Grading Grading 1/18/2027 1/20/2027 5.00000 2.00000 —
Building Construction Building Construction 1/21/2027 12/30/2028 5.00000 507.000 — Paving Paving 6/11/2027 6/18/2027 5.00000 5.00000 —
Architectural Coating Architectural Coating 7/1/2027 12/30/2028 5.00000 392.000 —
5.2. Off-Road Equipment
5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Graders Diesel Average 1.000000 8.00000 148.000 0.41000 Site Preparation Tractors/Loaders/
Backhoes
Diesel Average 1.000000 8.00000 84.0000 0.37000
Site Preparation Rubber Tired Dozers Diesel Average 1.000000 7.00000 367.000 0.40000 Grading Graders Diesel Average 1.000000 8.00000 148.000 0.41000 Grading Rubber Tired Dozers Diesel Average 1.000000 8.00000 367.000 0.40000 Grading Tractors/Loaders/
Backhoes
Diesel Average 2.00000 7.00000 84.0000 0.37000
Building Construction Cranes Diesel Average 1.000000 6.00000 367.000 0.29000 Building Construction Forklifts Diesel Average 1.000000 6.00000 82.0000 0.20000 Building Construction Tractors/Loaders/
Backhoes
Diesel Average 1.000000 6.00000 84.0000 0.37000
Building Construction Generator Sets Diesel Average 1.000000 8.00000 14.0000 0.74000 Building Construction Welders Diesel Average 3.00000 8.00000 46.0000 0.45000 79 / 103
Fresno Training Center Detailed Report, 7/12/2026
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Paving Cement and Mortar
Mixers
Diesel Average 1.000000 6.00000 10.00000 0.56000
Paving Pavers Diesel Average 1.000000 6.00000 81.0000 0.42000 Paving Rollers Diesel Average 1.000000 7.00000 36.0000 0.38000 Paving Tractors/Loaders/
Backhoes
Diesel Average 1.000000 8.00000 84.0000 0.37000
Paving Paving Equipment Diesel Average 1.000000 8.00000 89.0000 0.36000 Architectural Coating Air Compressors Diesel Average 1.000000 6.00000 37.0000 0.48000
5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Graders Diesel Tier 4 Final 1.000000 8.00000 148.000 0.41000 Site Preparation Tractors/Loaders/
Backhoes
Diesel Tier 4 Final 1.000000 8.00000 84.0000 0.37000
Site Preparation Rubber Tired Dozers Diesel Tier 4 Final 1.000000 7.00000 367.000 0.40000 Grading Graders Diesel Tier 4 Final 1.000000 8.00000 148.000 0.41000 Grading Rubber Tired Dozers Diesel Tier 4 Final 1.000000 8.00000 367.000 0.40000 Grading Tractors/Loaders/
Backhoes
Diesel Tier 4 Final 2.00000 7.00000 84.0000 0.37000
Building Construction Cranes Diesel Tier 4 Final 1.000000 6.00000 367.000 0.29000 Building Construction Forklifts Diesel Tier 4 Final 1.000000 6.00000 82.0000 0.20000 Building Construction Tractors/Loaders/
Backhoes
Diesel Tier 4 Final 1.000000 6.00000 84.0000 0.37000
Building Construction Generator Sets Diesel Average 1.000000 8.00000 14.0000 0.74000 80 / 103
Fresno Training Center Detailed Report, 7/12/2026
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Building Construction Welders Diesel Tier 4 Final 3.00000 8.00000 46.0000 0.45000 Paving Cement and Mortar
Mixers
Diesel Average 1.000000 6.00000 10.00000 0.56000
Paving Pavers Diesel Tier 4 Final 1.000000 6.00000 81.0000 0.42000 Paving Rollers Diesel Tier 4 Final 1.000000 7.00000 36.0000 0.38000 Paving Tractors/Loaders/
Backhoes
Diesel Tier 4 Final 1.000000 8.00000 84.0000 0.37000
Paving Paving Equipment Diesel Tier 4 Final 1.000000 8.00000 89.0000 0.36000 Architectural Coating Air Compressors Diesel Tier 4 Final 1.000000 6.00000 37.0000 0.48000
5.3. Construction Vehicles
5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation Worker 7.50000 7.70000 LDA,LDT1,LDT2
Site Preparation Vendor — 4.00000 HHDT,MHDT
Site Preparation Hauling 0.00000 20.0000 HHDT
Site Preparation Onsite truck — — HHDT
Grading Worker 10.00000 7.70000 LDA,LDT1,LDT2
Grading Vendor — 4.00000 HHDT,MHDT
Grading Hauling 77.0000 20.0000 HHDT
Grading Onsite truck — — HHDT
81 / 103
Fresno Training Center Detailed Report, 7/12/2026
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Building Construction Worker 10.0044 7.70000 LDA,LDT1,LDT2 Building Construction Vendor 3.90410 4.00000 HHDT,MHDT
Building Construction Hauling 0.00000 20.0000 HHDT
Building Construction Onsite truck — — HHDT
Paving Worker 12.5000 7.70000 LDA,LDT1,LDT2
Paving Vendor — 4.00000 HHDT,MHDT
Paving Hauling 0.00000 20.0000 HHDT
Paving Onsite truck — — HHDT
Architectural Coating Worker 2.00088 7.70000 LDA,LDT1,LDT2 Architectural Coating Vendor — 4.00000 HHDT,MHDT
Architectural Coating Hauling 0.00000 20.0000 HHDT
Architectural Coating Onsite truck — — HHDT
5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation Worker 7.50000 7.70000 LDA,LDT1,LDT2
Site Preparation Vendor — 4.00000 HHDT,MHDT
Site Preparation Hauling 0.00000 20.0000 HHDT
Site Preparation Onsite truck — — HHDT
Grading Worker 10.00000 7.70000 LDA,LDT1,LDT2
Grading Vendor — 4.00000 HHDT,MHDT
82 / 103
Fresno Training Center Detailed Report, 7/12/2026
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Grading Hauling 77.0000 20.0000 HHDT
Grading Onsite truck — — HHDT
Building Construction Worker 10.0044 7.70000 LDA,LDT1,LDT2 Building Construction Vendor 3.90410 4.00000 HHDT,MHDT
Building Construction Hauling 0.00000 20.0000 HHDT
Building Construction Onsite truck — — HHDT
Paving Worker 12.5000 7.70000 LDA,LDT1,LDT2
Paving Vendor — 4.00000 HHDT,MHDT
Paving Hauling 0.00000 20.0000 HHDT
Paving Onsite truck — — HHDT
Architectural Coating Worker 2.00088 7.70000 LDA,LDT1,LDT2 Architectural Coating Vendor — 4.00000 HHDT,MHDT
Architectural Coating Hauling 0.00000 20.0000 HHDT
Architectural Coating Onsite truck — — HHDT
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.
5.5. Architectural Coatings
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Phase Name Residential Interior Area
Coated (sq ft)
Residential Exterior Area
Coated (sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior
Area Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00000 0.00000 35,730.0 11,910.0 1,411.34
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 0.93750 0.00000 0.00000
Grading — 1,226.00 1.50000 0.00000 0.00000
Paving 0.00000 0.00000 0.00000 0.00000 0.54000
5.6.2. Construction Earthmoving Control Strategies
Non-applicable. No control strategies activated by user.
5.7. Construction Paving
Phase Name Land Use Area Paved (acres) % Asphalt
Paving Junior College (2yr) 0.00000 0%
Paving General Light Industry 0.00000 0%
Paving General Light Industry 0.00000 0%
Paving Parking Lot 0.54000 100%
5.8. Construction Electricity Consumption and Emissions Factors kWh per Y ear and Emission Factor (lb/MWh)
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Y ear kWh per Y ear CO2 CH4 N2O
2027 0.00000 203.983 0.03300 0.00400
2028 0.00000 203.983 0.03300 0.00400
5.9. Operational Mobile Sources
5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Y ear VMT/Weekday VMT/Saturday VMT/Sunday VMT/Y ear Total all Land Uses 120.000 0.00000 0.00000 31,285.7 0.00000 0.00000 0.00000 0.00000
5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Y ear VMT/Weekday VMT/Saturday VMT/Sunday VMT/Y ear Total all Land Uses 120.000 0.00000 0.00000 31,285.7 0.00000 0.00000 0.00000 0.00000
5.10. Operational Area Sources
5.10.1. Hearths
Land Use Hearth Type Unmitigated (number) Mitigated (number) Junior College (2yr) Wood Fireplaces 0 0
Junior College (2yr) Gas Fireplaces 0 0
Junior College (2yr) Propane Fireplaces 0 0
Junior College (2yr) Electric Fireplaces 0 0
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Land Use Hearth Type Unmitigated (number) Mitigated (number) Junior College (2yr) No Fireplaces 0 0
Junior College (2yr) Conventional Wood Stoves 0 0
Junior College (2yr) Catalytic Wood Stoves 0 0
Junior College (2yr) Non-Catalytic Wood Stoves 0 0
Junior College (2yr) Pellet Wood Stoves 0 0
General Light Industry Wood Fireplaces 0 0
General Light Industry Gas Fireplaces 0 0
General Light Industry Propane Fireplaces 0 0
General Light Industry Electric Fireplaces 0 0
General Light Industry No Fireplaces 0 0
General Light Industry Conventional Wood Stoves 0 0
General Light Industry Catalytic Wood Stoves 0 0
General Light Industry Non-Catalytic Wood Stoves 0 0
General Light Industry Pellet Wood Stoves 0 0
General Light Industry Wood Fireplaces 0 0
General Light Industry Gas Fireplaces 0 0
General Light Industry Propane Fireplaces 0 0
General Light Industry Electric Fireplaces 0 0
General Light Industry No Fireplaces 0 0
General Light Industry Conventional Wood Stoves 0 0
General Light Industry Catalytic Wood Stoves 0 0
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Land Use Hearth Type Unmitigated (number) Mitigated (number) General Light Industry Non-Catalytic Wood Stoves 0 0
General Light Industry Pellet Wood Stoves 0 0
Parking Lot Wood Fireplaces 0 0
Parking Lot Gas Fireplaces 0 0
Parking Lot Propane Fireplaces 0 0
Parking Lot Electric Fireplaces 0 0
Parking Lot No Fireplaces 0 0
Parking Lot Conventional Wood Stoves 0 0
Parking Lot Catalytic Wood Stoves 0 0
Parking Lot Non-Catalytic Wood Stoves 0 0
Parking Lot Pellet Wood Stoves 0 0
5.10.2. Architectural Coatings
Residential Interior Area Coated (sq
ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
0.00000 0.00000 35,730.0 11,910.0 1,411.34
5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00000
Summer Days day/yr 180.000
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5.10.4. Landscape Equipment - Mitigated
Season Unit Value
Snow Days day/yr 0.00000
Summer Days day/yr 180.000
5.11. Operational Energy Consumption
5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Junior College (2yr) 78,681.6 203.983 0.0330 0.0040 136,916 General Light Industry 20,880.9 203.983 0.0330 0.0040 72,111.3 General Light Industry 109,150 203.983 0.0330 0.0040 376,945 Parking Lot 20,605.6 203.983 0.0330 0.0040 0.00000
5.11.2. Mitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Junior College (2yr) 78,681.6 203.983 0.0330 0.0040 136,916 General Light Industry 20,880.9 203.983 0.0330 0.0040 72,111.3 General Light Industry 109,150 203.983 0.0330 0.0040 376,945 Parking Lot 20,605.6 203.983 0.0330 0.0040 0.00000
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5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Junior College (2yr) 630,771 0.00000
General Light Industry 407,000 0.00000
General Light Industry 2,127,500 0.00000
Parking Lot 0.00000 0.00000
5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Junior College (2yr) 630,771 0.00000
General Light Industry 407,000 0.00000
General Light Industry 2,127,500 0.00000
Parking Lot 0.00000 0.00000
5.13. Operational Waste Generation
5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Junior College (2yr) 16.7180 0.00000
General Light Industry 2.18240 0.00000
General Light Industry 11.4080 0.00000
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Land Use Waste (ton/year) Cogeneration (kWh/year)
Parking Lot 0.00000 0.00000
5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Junior College (2yr) 16.7180 0.00000
General Light Industry 2.18240 0.00000
General Light Industry 11.4080 0.00000
Parking Lot 0.00000 0.00000
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
Land Use Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Junior College (2yr) Household
refrigerators and/or
freezers
R-134a 1,430.00 0.01679 0.60000 0.00000 1.000000
Junior College (2yr) Other commercial A/
C and heat pumps
R-410A 2,088.00 0.00180 4.00000 4.00000 18.0000
Junior College (2yr) Stand-alone retail
refrigerators and
freezers
R-134a 1,430.00 0.00004 1.000000 0.00000 1.000000
Junior College (2yr) Walk-in refrigerators
and freezers
R-404A 3,922.00 0.00040 7.50000 7.50000 20.0000
General Light Industry Other commercial A/
C and heat pumps
R-410A 2,088.00 0.30000 4.00000 4.00000 18.0000
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Land Use Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced General Light Industry Other commercial A/
C and heat pumps
R-410A 2,088.00 0.30000 4.00000 4.00000 18.0000
5.14.2. Mitigated
Land Use Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Junior College (2yr) Household
refrigerators and/or
freezers
R-134a 1,430.00 0.01679 0.60000 0.00000 1.000000
Junior College (2yr) Other commercial A/
C and heat pumps
R-410A 2,088.00 0.00180 4.00000 4.00000 18.0000
Junior College (2yr) Stand-alone retail
refrigerators and
freezers
R-134a 1,430.00 0.00004 1.000000 0.00000 1.000000
Junior College (2yr) Walk-in refrigerators
and freezers
R-404A 3,922.00 0.00040 7.50000 7.50000 20.0000
General Light Industry Other commercial A/
C and heat pumps
R-410A 2,088.00 0.30000 4.00000 4.00000 18.0000
General Light Industry Other commercial A/
C and heat pumps
R-410A 2,088.00 0.30000 4.00000 4.00000 18.0000
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
5.15.2. Mitigated
5.16. Stationary Sources
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5.16.1. Emergency Generators and Fire Pumps
5.16.2. Process Boilers
5.17. User Defined
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres
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5.18.2. Sequestration
5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
6. Climate Risk Detailed Report
6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG emissions will continue to rise strongly through 2050 and then plateau around 2100.
Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 28.3000 annual days of extreme heat Extreme Precipitation 1.85000 annual days with precipitation above 20 mm Sea Level Rise — meters of inundation depth
Wildfire 0.00000 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events. Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters
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Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 3 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding 0 0 0 N/A
Drought 0 0 0 N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.
6.3. Adjusted Climate Risk Scores
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Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 3 1 1 3
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding 1 1 1 2
Drought 1 1 1 2
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.
6.4. Climate Risk Reduction Measures
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
Indicator Result for Project Census Tract
Exposure Indicators —
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Indicator Result for Project Census Tract
AQ-Ozone 84.5800
AQ-PM 96.3410
AQ-DPM 64.9658
Drinking Water 99.6378
Lead Risk Housing 82.1424
Pesticides 95.0690
Toxic Releases 94.6362
Traffic 24.7250
Effect Indicators —
CleanUp Sites 98.1896
Groundwater 93.8403
Haz Waste Facilities/Generators 98.6499
Impaired Water Bodies 0.00000
Solid Waste 99.7938
Sensitive Population —
Asthma 93.1331
Cardio-vascular 71.1615
Low Birth Weights 34.3854
Socioeconomic Factor Indicators —
Education 94.7229
Housing 13.5615
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Indicator Result for Project Census Tract
Linguistic 70.3072
Poverty 93.9824
Unemployment 88.4045
7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
Indicator Result for Project Census Tract
Economic —
Above Poverty 9.559861414
Employed 2.130116771
Median HI 7.429744643
Education —
Bachelor's or higher 12.06210702
High school enrollment 100
Preschool enrollment 20.3131015
Transportation —
Auto Access 32.77300141
Active commuting 44.65546003
Social —
2-parent households 50.32721673
Voting 9.49570127
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Indicator Result for Project Census Tract
Neighborhood —
Alcohol availability 54.43346593
Park access 2.194276915
Retail density 17.02810214
Supermarket access 2.399589375
Tree canopy 14.61568074
Housing —
Homeownership 33.85089183
Housing habitability 19.9538047
Low-inc homeowner severe housing cost burden 57.84678558 Low-inc renter severe housing cost burden 2.784550237
Uncrowded housing 15.44976261
Health Outcomes —
Insured adults 12.66521237
Arthritis 0.6
Asthma ER Admissions 10.4
High Blood Pressure 0.7
Cancer (excluding skin) 3.4
Asthma 4.5
Coronary Heart Disease 0.3
Chronic Obstructive Pulmonary Disease 0.1
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Indicator Result for Project Census Tract
Diagnosed Diabetes 0.4
Life Expectancy at Birth 2.4
Cognitively Disabled 33.5
Physically Disabled 57.4
Heart Attack ER Admissions 7.7
Mental Health Not Good 9.3
Chronic Kidney Disease 0.4
Obesity 10.3
Pedestrian Injuries 97.5
Physical Health Not Good 0.4
Stroke 0.2
Health Risk Behaviors —
Binge Drinking 97.0
Current Smoker 12.2
No Leisure Time for Physical Activity 1.3
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 62.5
Elderly 41.5
English Speaking 25.3
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Indicator Result for Project Census Tract
Foreign-born 49.4
Outdoor Workers 6.4
Climate Change Adaptive Capacity —
Impervious Surface Cover 85.3
Traffic Density 23.8
Traffic Access 0.0
Other Indices —
Hardship 93.9
Other Decision Support —
2016 Voting 13.2
7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 99.0000 Healthy Places Index Score for Project Location (b) 3.00000 Project Located in a Designated Disadvantaged Community (Senate Bill 535) Y es Project Located in a Low-Income Community (Assembly Bill 1550) Y es Project Located in a Community Air Protection Program Community (Assembly Bill 617) Central Fresno a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
7.4. Health & Equity Measures
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No Health & Equity Measures selected.
7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.
8. User Changes to Default Data
8.1. Justifications
Screen Justification
Construction: Construction Phases No demo required. Minimal site prep/grading required. Based on model default construction periods. Building construction adjusted based on overall construction period.
Construction: Dust From Material Movement Based on information provided
8.4. Construction
8.4.1. Construction Phases
Phase Type Phase Name Model Parameter Default Value New Value Site Preparation Site Preparation Start Date 1/30/2027 1/16/2027 Site Preparation Site Preparation End Date 2/1/2027 1/17/2027 Site Preparation Site Preparation Work Days per Phase 2.00000 1.000000 Grading Grading Start Date 2/2/2027 1/18/2027
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Phase Type Phase Name Model Parameter Default Value New Value Grading Grading End Date 2/7/2027 1/20/2027
Grading Grading Work Days per Phase 4.00000 2.00000
Building Construction Building Construction Start Date 2/8/2027 1/21/2027 Building Construction Building Construction End Date 11/15/2027 12/30/2028 Building Construction Building Construction Work Days per Phase 200.000 507.000 Paving Paving Start Date 11/16/2027 6/11/2027
Paving Paving End Date 11/30/2027 6/18/2027
Paving Paving Work Days per Phase 10.00000 5.00000
Architectural Coating Architectural Coating Start Date 12/1/2027 7/1/2027 Architectural Coating Architectural Coating End Date 12/15/2027 12/30/2028 Architectural Coating Architectural Coating Work Days per Phase 10.00000 392.000
8.4.4. Dust from Material Movement
Phase Name Model Parameter Units Default Value New Value Grading Material Exported Cubic Y ards — 1,226.00
Grading Total Acres Graded acres 2.00000 1.50000
8.6. Measure Input Overrides
8.6.1. Construction Measure Inputs
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Measure Number and Input
Name
Construction Phase Equipment Type Model Parameter Default Value New Value C-10-A - Water Exposed
Surfaces
— — Watering Frequency 2 3
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OPEN BURNING
Emission Factors (lbs/ton)
CO SOX NOX ROG PM10 PM2.5 CO2 CH4
Unspecified Wood (Forest Residues) 140 1 4 19 17 8.5 3143.4 21.7 Sources noted below
Project Increase in Tons Burned
Pallets 384 lbs/year (8 Pallets, 48 lbs/pallet)
Hay 750 lbs/year (15 bales, 50 lbs/bale)
Wood Sheeting 1000 lbs/year (20 sheets, 50 lbs/sheet)
Total 2134 lbs/year
Days/Year 6
Total lbs/day 355.6667 lbs/day
Total tons/day 0.18 tons/day
Estimated Increase & Total Emissions
PROJECT EMISSIONS CO SOX NOX ROG PM10 PM2.5 CO2 CH4
CURRENT PROPOSED PROJECT 24.90 0.18 0.71 3.38 3.02 1.51 559.00 3.86 PREVIOUS EIR EMISSIONS 53.68 0.39 29.47 7.87 15.91 5.04 TOTAL PERVIOUS AND CURRENT PROJECTS 78.58 0.57 30.18 11.25 18.93 6.55 THRESHOLDS 100 100 100 100 100 100
EXCEEDS? NO NO NO NO NO NO
CURRENT PROPOSED PROJECT 0.07 0.00 0.00 0.01 0.01 0.00 1.68 0.01 PREVIOUS EIR EMISSIONS 6.98 0.05 3.83 1.02 2.07 0.66
TOTAL PERVIOUS AND CURRENT PROJECTS 7.05 0.05 3.83 1.03 2.08 0.66 THRESHOLDS 100 27 10 10 15 15
EXCEEDS? NO NO NO NO NO NO
lbs/day
tons/year
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
805.226.2727
www.Ambient.Consulting
P a g e | 1
TECHNICAL MEMORANDUM
Date: 07/17/26
To: SWCA Environmental Consultants
From: Kurt Legleiter, Principal, AMBIENT Air Quality & Noise Consulting Subject: Fresno Fire Department Regional Training Center Project – Construction Health Risk Assessment
INTRODUCTION
CEQA Thresholds of Significance
The Project is located in in the City of Fresno (City), as a result the Project was evaluated in accordance with SJVAPCD’s Guidance for Assessing and Mitigating Air Quality Impacts (GAMAQI) (SJVAPCD 2015a).
The GAMAQI identifies recommended thresholds of significance for the evaluation of air quality impacts for projects subject to the California Environmental Quality Act ( CEQA), including health risk -related impacts associated with airborne pollutants. The SJVAPCD’s recommended CEQA thresholds of significance are summarized in Table 1.
Construction-Generated Emissions
Construction emission estimates were quantified for the Project using the California Emissions Estimator Model (CalEEMod) Version 2022.1.1.45. Modeling was conducted based, in part, on project- specific construction information provided. Emissions modeling assumed an overall construction duration of approximately 24-months, a total of approximately 1.5 acres of total disturbance, and an estimated 1,226 cubic yards of material to be imported. Additional construction-related requirements, such as off -road equipment usage and worker trips, has not yet been identified and were based on model defaults. California Air Resources Board (ARB) Emissions Factor model (EMFAC)2021 Off -Model Adjustment Factors were applied to estimated emissions for on-road haul-truck trips (ARB 2026).
For informational purposes, construction -generated emissions of criteria pollutants in comparison to applicable SJVAPCD thresholds of significance and are summarized in Table 2. As presented in Table 2, construction-generated emissions associated with the proposed Project would not exceed SJVAPCD’s daily or annual thresholds of significance.
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
805.226.2727
www.Ambient.Consulting
P a g e | 2
Table 1. SJVAPCD Thresholds of Significance
Criteria Pollutant Thresholds
Pollutant/Precursor Annual Construction Emissions
(tons per year)
Daily Construction Emissions
(pounds per day)
CO 100 100
NOX 10 100
ROG 10 100
SOX 27 100
PM10 15 100
PM2.5 15 100
TAC Thresholds
Carcinogens Maximally exposed individual risk equals or exceeds 20 in one million Non-Carcinogens
Acute: hazard index equals or exceeds 1 for the maximally exposed individual
Chronic: hazard index equals or exceeds 1 for the maximally exposed individual
Source: https://www.valleyair.org/permitting/ceqa/
Table 2. Annual Criteria Pollutant Construction Emissions Pollutant/Precursor
Project Emissions SJVAPCD Thresholds of
Significance
Exceeds SJVAPCD
Thresholds of
Significance?
(Annual/Daily) Annual (tons) Daily (lbs) Annual (tons) Daily (lbs) Unmitigated Construction
CO 1.43 16.40 100 100 No/No
NOX 1.13 12.55 10 100 No/No
ROG 0.17 1.7 10 100 No/No
SOX 0.03 0.03 27 100 No/No
PM10 0.05 8.20 15 100 No/No
PM2.5 0.04 4.00 15 100 No/No
Mitigated Construction
CO 1.56 17.90 100 100 No/No
NOX 0.65 5.63 10 100 No/No
ROG 0.08 0.72 10 100 No/No
SOX <0.01 0.03 27 100 No/No
PM10 0.01 2.00 15 100 No/No
PM2.5 0.01 1.00 15 100 No/No
Source: https://www.valleyair.org/permitting/ceqa/
Note: Unmitigated construction is based on CalEEMod default equipment. Mitigated construction complies with Tier 4 emissions standards for heavy-duty off-road equipment and compliance with SJVAPCD Regulation VIII for the control of fugitive dust.
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
805.226.2727
www.Ambient.Consulting
P a g e | 3
Health Risk Assessment
Methodology
Emission Rates
The primary TAC emission of concern associated with construction of this Project is diesel -exhaust particulate matter (DPM). CalEEMod breaks down PM 10 into two sub -components, exhaust PM 10 and fugitive dust PM 10 which sum to the total. To be conservative, estimated exhaust PM 10 derived from CalEEMod were assumed to be representative of on-site DPM emissions. The total on -site DPM emissions attributable to the Project were averaged over the estimated 24-month construction period.
DPM emissions generated by off-site haul trucks were calculated using an average of 0.5 daily one-way- trips and emission rates derived from EMFAC2021. The estimated number of haul truck trips were derived from the CalEEMod modeling conducted for this Project. To be conservative, the PM10 emissions for the heavy-heavy duty diesel truck T7 Public Class 8 derived from the EMFAC2021 model were used, which is slightly higher than the emissions identified in the CalEEMod modeling for on-road haul trucks.
The T7 Public Class 8 emits the highest PM10 per mile when compared to other EMFAC2021 heavy-heavy duty diesel fuel trucks. Because construction of the Project is predicted to occur over several years, the year with the highest emission rate of approximately 0.03 grams per mile was used for all construction years.
Dispersion Modeling
Construction emissions from CalEEMod were used to calculate pollutant concentrations of DPM at nearby sensitive receptors. The concentrations at these sensitive receptors were used to determine the maximally exposed individual risk and hazard index. Lakes Air Dispersion model (AERMOD) version 13.1, which provides a graphic user interface for U.S. Environmental Protection Agency (U.S. EPA) AERMOD version 24142, was used. Meteorological data provided by SJVAPCD for the most recent five years of available data (2018-2022) from Fresno Station (Station ID 93193) were used (SJVAPCD 2026).
The Project construction area was modeled as an area source. The release height was set at 5 meters to represent exhaust emissions (SMAQMD 2013). Haul trips for construction of the Project were included for one-quarter mile on the local road from the Project site. Haul trucks were modeled as line volume sources. Haul trucks were modeled using an average vehicle height of 4 meters. A 25-meter by 25-meter cartesian receptor grip was placed along the Project site boundary and surrounding developed land uses, including nearby residential and non-residential land uses.
Exposure Assessment
Based on the dispersion modeling conducted, the maximally exposed individual receptor (MEIR) was identified as a residential land use located adjacent to the western boundary of the Project site, identified as modeled receptor 228 (refer to Figure A-1 for modeled MEIR location and Figure A-2 for model source locations ). The DPM concentration at this MEIR was used to evaluate the potential for
75 Higuera Street, Suite 105
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cancer risk and the hazard index. The unmitigated average DPM concentration for the MEIR would be approximately 5.23 x 10 -2 µg/m3. With proposed mitigation, the average DPM concentration for the MEIR would be approximately 1.30 x 10 -2 µg/m3 In addition to DPM concentration, recommended exposure variants (i.e., breathing rates, exposure frequency, exposure duration, and the fraction of time at home ) were also included in the risk assessment per Office of Environmental Health Hazard Assessment recommendations and in accordance with California Air Resources Board (ARB) and California Air Pollution Control Officer Association’s (CAPCOA) risk management guidance (ARB/CAPCOA 2015). Accordingly, the calculated risk assessment assumed a 95th percentile breathing rate for age groups below 2 years, and an 80 th percentile breathing rate for age groups above 2 years.
To be conservative, the proposed Project was assessed using the 95th percentile breathing rates for all age groups. The MEIR was assumed to have an exposure frequency of 350 days per year coinciding with the estimated period of Project construction. Cancer risks for the proposed Project were calculated using the H ot Spot Analysis and Reporting Program Version 2 (HARP2) Health Risk Assessment Standalone Tool (RAST).
Predicted Health Risks
Table 3 provides a summary of the predicted health risks at the MEIR. As noted in Table 3, under unmitigated construction conditions , the predicted cancer risk at the MEIR associated with Project construction would be 17.89 in a million, which would not exceed the SJVAPCD’s threshold of significance of 20 in a million. The predicted chronic hazard index at the MEIR would be 0.01, which would not exceed the significance threshold of one. It is important to note that unmitiga ted construction conditions were based on the default construction equipment assumptions and emission rates contained in CalEEMod. With the use of heavy-duty construction equipment meeting newer Tier 4 emissions standards, predicted health risks would be substantially reduced. For instance, with the use of off-road equipment meeting Tier 4 emissions standards, the predicted cancer risk at the MEIR associated with Project construction would be 4.45 in a million and the predicted chronic hazard index at the MEIR would be less than 0.01 (refer to Table 3).
CONCLUSION
Construction of the Project would not exceed SJVAPCD’s annual or daily emissions thresholds for criteria pollutants. Additionally, construction of the Project would not exceed SJVAPCD’s significance thresholds for potential health risks.
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
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Table 3. Health Risk Summary
Maximally Exposed Individual Receptor/Location Carcinogen Cancer Risk (in a million)
Chronic Hazard
Index
Acute Hazard
Index
Unmitigated Construction
Receptor No. 228/Western Property Line 17.89 0.01 0
SJVAPCD Threshold: 20 1 1
Exceeds Threshold? No No No
Mitigated Construction
Receptor No. 228/Western Property Line 4.45 <0.01 0
SJVAPCD Threshold: 20 1 1
Exceeds Threshold? No No No
1. Refer to Figure 1 for modeled MEIR location.
2. Source: SJVAPCD 2015b
Note: Unmitigated construction is based on CalEEMod default equipment. Mitigated construction complies with Tier 4 emissions standards for heavy-duty off-road equipment and compliance with SJVAPCD Regulation VIII for the control of fugitive dust.
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
805.226.2727
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References
California Air Resources Board (ARB). July 2026. EMFAC2021 Off-Model Adjustment Factors to Remove the Impact of Advanced Clean Trucks, Zero-Emissions Airport Shuttle, Heavy-Duty Omnibus and Warranty Phase I Regulations. Website url: https://ww2.arb.ca.gov/our-work/programs/msei/emfac2021-model-and- documentation.
California Air Resources Board and California Air Pollution Control Officers Association (ARB/CAPCOA). July 23, 2015. Risk Management Guidance for Stationary Sources of Air Toxics.
Office of Environmental Health Hazard Assessment (OEHHA). February 2015. Guidance Manual for Preparation of Health Risk Assessments. Available at website URL:
https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf.
Sacramento Air Quality Management District (SMAQMD). July 2013. Dispersion Modeling of Construction- Generated PM10 Emissions. Available at website URL: https://www.airquality.org/businesses/ceqa -land-use- planning/ceqa-guidance-tools.
San Joaquin Valley Air Pollution Control District (SJVAPCD). Accessed: July 2026. Air Dispersion Modeling.
Meteorological and Ambient Air Quality Data. Website url: https://www.valleyair.org/permitting/air- dispersion-modeling/.
San Joaquin Valley Air Pollution Control District (SJVAPCD). March 19, 2015a. Guidance for Assessing and Mitigating Air Quality Impacts. Website url: https://www.valleyair.org/media/g4nl3p0g/gamaqi.pdf.
San Joaquin Valley Air Pollution Control District (SJVAPCD). July 13, 2015b. Air Quality Thresholds of Significance- Toxic Air Contaminants. Website url: https://www.valleyair.org/media/2lpbkso0/2-cms-format-air-quality- thresholds-of-significance-toxic-air-contaminants.pdf.
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
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APPENDIX A
Emissions Modeling & Assumptions
75 Higuera Street, Suite 105
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Figure A-1. Project Area, Modeled Receptors & MEIR
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
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Figure A-2. Project Area Source and Volume Sources
75 Higuera Street, Suite 105
San Luis Obispo, CA 93401
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AERMOD Output
.
** Lakes Environmental AERMOD MPI
**
****************************************
**
** AERMOD Input Produced by:
** AERMOD View Ver. 13.1.0
** Lakes Environmental Software Inc.
** Date: 7/16/2026
** File: C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regional Training.ADI
**
****************************************
**
**
****************************************
** AERMOD Control Pathway
****************************************
**
**
CO STARTING
TITLEONE C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi
MODELOPT DFAULT CONC
AVERTIME ANNUAL
POLLUTID PM_10
FLAGPOLE 1.80
RUNORNOT RUN
ERRORFIL "Fresno Regional Training.err"
CO FINISHED
**
****************************************
** AERMOD Source Pathway
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**
**
SO STARTING
** Source Location **
** Source ID - Type - X Coord. - Y Coord. **
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** PREFIX
** Length of Side = 9.30
** Configuration = Adjacent
** Emission Rate = 4.9E-07
** Vertical Dimension = 6.80
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** Nodes = 3
** 256136.313, 4064277.966, 91.38, 3.40, 4.33
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** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources
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SRCGROUP ALL
SO FINISHED
**
****************************************
** AERMOD Receptor Pathway
****************************************
**
**
RE STARTING
INCLUDED "Fresno Regional Training.rou"
RE FINISHED
**
****************************************
** AERMOD Meteorology Pathway
****************************************
**
**
ME STARTING
SURFFILE "Fresno 93193\Fresno_2018-2022.SFC"
PROFFILE "Fresno 93193\Fresno_2018-2022.PFL"
SURFDATA 93193 2018
UAIRDATA 23230 2018
PROFBASE 100.0 METERS
ME FINISHED
**
****************************************
** AERMOD Output Pathway
****************************************
**
**
OU STARTING
** Auto-Generated Plotfiles
PLOTFILE ANNUAL ALL "Fresno Regional Training.AD\AN00GALL.PLT" 31 SUMMFILE "Fresno Regional Training.sum"
OU FINISHED
*** Message Summary For AERMOD Model Setup ***
--------- Summary of Total Messages --------
A Total of 0 Fatal Error Message(s)
A Total of 2 Warning Message(s)
A Total of 0 Informational Message(s)
******** FATAL ERROR MESSAGES ********
*** NONE ***
******** WARNING MESSAGES ********
ME W186 311 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used
0.50 ME W187 311 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET
***********************************
*** SETUP Finishes Successfully ***
***********************************
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 1
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** MODEL SETUP OPTIONS SUMMARY
***
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
** Model Options Selected:
* Model Uses Regulatory DEFAULT Options
* Model Is Setup For Calculation of Average CONCentration Values. * NO GAS DEPOSITION Data Provided.
* NO PARTICLE DEPOSITION Data Provided.
* Model Uses NO DRY DEPLETION. DDPLETE = F
* Model Uses NO WET DEPLETION. WETDPLT = F
* Stack-tip Downwash.
* Model Accounts for ELEVated Terrain Effects.
* Use Calms Processing Routine.
* Use Missing Data Processing Routine.
* No Exponential Decay.
* Model Uses RURAL Dispersion Only.
* ADJ_U* - Use ADJ_U* option for SBL in AERMET
* CCVR_Sub - Meteorological data includes CCVR substitutions * TEMP_Sub - Meteorological data includes TEMP substitutions * Model Accepts FLAGPOLE Receptor . Heights.
* The User Specified a Pollutant Type of: PM_10
**Model Calculates ANNUAL Averages Only
**This Run Includes: 100 Source(s); 1 Source Group(s); and 338 Receptor(s)
with: 0 POINT(s), including
0 POINTCAP(s) and 0 POINTHOR(s)
and: 98 VOLUME source(s)
and: 2 AREA type source(s)
and: 0 LINE source(s)
and: 0 RLINE/RLINEXT source(s)
and: 0 OPENPIT source(s)
and: 0 BUOYANT LINE source(s) with a total of 0 line(s) and: 0 SWPOINT source(s)
**Model Set To Continue RUNning After the Setup Testing. **The AERMET Input Meteorological Data Version Date: 21112
**Output Options Selected:
Model Outputs Tables of ANNUAL Averages by Receptor
Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword)
Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword)
**NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours
b for Both Calm and
Missing Hours
**Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 100.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0
Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07
Output Units = MICROGRAMS/M**3
**Approximate Storage Requirements of Model = 3.6 MB of RAM.
**Input Runstream File: aermod.inp
**Output Print File: aermod.out
**Detailed Error/Message File: Fresno Regional Training.err
**File for Summary of Results: Fresno Regional Training.sum
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 2
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT.
INIT. URBAN EMISSION RATE AIRCRAFT
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY
SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000393 0 0.10000E-07 256136.3 4064273.3 91.4 3.40 4.33
3.16 NO NO
L0000394 0 0.10000E-07 256136.3 4064264.0 91.4 3.40 4.33
3.16 NO NO
L0000395 0 0.10000E-07 256136.3 4064254.7 91.4 3.40 4.33
3.16 NO NO
L0000396 0 0.10000E-07 256131.0 4064250.7 91.4 3.40 4.33
3.16 NO NO
L0000397 0 0.10000E-07 256121.7 4064250.7 91.3 3.40 4.33
3.16 NO NO
L0000398 0 0.10000E-07 256112.4 4064250.7 91.3 3.40 4.33
3.16 NO NO
L0000399 0 0.10000E-07 256103.1 4064250.6 91.2 3.40 4.33
3.16 NO NO
L0000400 0 0.10000E-07 256093.8 4064250.6 91.2 3.40 4.33
3.16 NO NO
L0000401 0 0.10000E-07 256084.5 4064250.6 91.2 3.40 4.33
3.16 NO NO
L0000402 0 0.10000E-07 256075.2 4064250.5 91.2 3.40 4.33
3.16 NO NO
L0000403 0 0.10000E-07 256065.9 4064250.5 91.2 3.40 4.33
3.16 NO NO
L0000404 0 0.10000E-07 256056.6 4064250.4 91.2 3.40 4.33
3.16 NO NO
L0000405 0 0.10000E-07 256047.3 4064250.4 91.2 3.40 4.33
3.16 NO NO
L0000406 0 0.10000E-07 256038.0 4064250.4 91.2 3.40 4.33
3.16 NO NO
L0000407 0 0.10000E-07 256028.7 4064250.3 91.2 3.40 4.33
3.16 NO NO
L0000408 0 0.10000E-07 256019.4 4064250.3 91.1 3.40 4.33
3.16 NO NO
L0000409 0 0.10000E-07 256010.1 4064250.2 91.1 3.40 4.33
3.16 NO NO
L0000410 0 0.10000E-07 256000.8 4064250.2 91.0 3.40 4.33
3.16 NO NO
L0000411 0 0.10000E-07 255991.5 4064250.2 91.0 3.40 4.33
3.16 NO NO
L0000412 0 0.10000E-07 255982.2 4064250.1 91.0 3.40 4.33
3.16 NO NO
L0000413 0 0.10000E-07 255972.9 4064250.1 91.0 3.40 4.33
3.16 NO NO
L0000414 0 0.10000E-07 255963.6 4064250.0 90.9 3.40 4.33
3.16 NO NO
L0000415 0 0.10000E-07 255954.3 4064250.0 90.9 3.40 4.33
3.16 NO NO
L0000416 0 0.10000E-07 255945.0 4064250.0 90.9 3.40 4.33
3.16 NO NO
L0000417 0 0.10000E-07 255935.7 4064249.9 90.9 3.40 4.33
3.16 NO NO
L0000418 0 0.10000E-07 255926.4 4064249.9 90.8 3.40 4.33
3.16 NO NO
L0000419 0 0.10000E-07 255917.1 4064249.8 90.8 3.40 4.33
3.16 NO NO
L0000420 0 0.10000E-07 255907.8 4064249.8 90.8 3.40 4.33
3.16 NO NO
L0000421 0 0.10000E-07 255898.5 4064249.8 90.7 3.40 4.33
3.16 NO NO
L0000422 0 0.10000E-07 255889.2 4064249.7 90.7 3.40 4.33
3.16 NO NO
L0000423 0 0.10000E-07 255879.9 4064249.7 90.7 3.40 4.33
3.16 NO NO
L0000424 0 0.10000E-07 255870.6 4064249.6 90.7 3.40 4.33
3.16 NO NO
L0000425 0 0.10000E-07 255861.3 4064249.6 90.7 3.40 4.33
3.16 NO NO
L0000426 0 0.10000E-07 255852.0 4064249.6 90.7 3.40 4.33
3.16 NO NO
L0000427 0 0.10000E-07 255842.7 4064249.5 90.6 3.40 4.33
3.16 NO NO
L0000428 0 0.10000E-07 255833.4 4064249.5 90.6 3.40 4.33
3.16 NO NO
L0000429 0 0.10000E-07 255824.1 4064249.5 90.7 3.40 4.33
3.16 NO NO
L0000430 0 0.10000E-07 255814.8 4064249.4 90.7 3.40 4.33
3.16 NO NO
L0000431 0 0.10000E-07 255805.5 4064249.4 90.7 3.40 4.33
3.16 NO NO
L0000432 0 0.10000E-07 255796.2 4064249.3 90.7 3.40 4.33
3.16 NO NO
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 3
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT.
INIT. URBAN EMISSION RATE AIRCRAFT
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY
SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000433 0 0.10000E-07 255786.9 4064249.3 90.7 3.40 4.33
3.16 NO NO
L0000434 0 0.10000E-07 255777.6 4064249.3 90.7 3.40 4.33
3.16 NO NO
L0000435 0 0.10000E-07 255768.3 4064249.2 90.7 3.40 4.33
3.16 NO NO
L0000436 0 0.10000E-07 255759.0 4064249.2 90.7 3.40 4.33
3.16 NO NO
L0000437 0 0.10000E-07 255749.7 4064249.1 90.7 3.40 4.33
3.16 NO NO
L0000438 0 0.10000E-07 255740.4 4064249.1 90.7 3.40 4.33
3.16 NO NO
L0000439 0 0.10000E-07 255731.1 4064249.1 90.7 3.40 4.33
3.16 NO NO
L0000440 0 0.10000E-07 255721.8 4064249.0 90.7 3.40 4.33
3.16 NO NO
L0000441 0 0.10000E-07 255712.5 4064249.0 90.7 3.40 4.33
3.16 NO NO
L0000442 0 0.10000E-07 256136.2 4064273.4 91.4 3.40 4.33
3.16 NO NO
L0000443 0 0.10000E-07 256136.2 4064264.1 91.4 3.40 4.33
3.16 NO NO
L0000444 0 0.10000E-07 256136.2 4064254.8 91.4 3.40 4.33
3.16 NO NO
L0000445 0 0.10000E-07 256135.3 4064246.5 91.4 3.40 4.33
3.16 NO NO
L0000446 0 0.10000E-07 256126.0 4064246.5 91.3 3.40 4.33
3.16 NO NO
L0000447 0 0.10000E-07 256116.7 4064246.5 91.3 3.40 4.33
3.16 NO NO
L0000448 0 0.10000E-07 256107.4 4064246.5 91.3 3.40 4.33
3.16 NO NO
L0000449 0 0.10000E-07 256098.1 4064246.5 91.2 3.40 4.33
3.16 NO NO
L0000450 0 0.10000E-07 256088.8 4064246.5 91.2 3.40 4.33
3.16 NO NO
L0000451 0 0.10000E-07 256079.5 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000452 0 0.10000E-07 256070.2 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000453 0 0.10000E-07 256060.9 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000454 0 0.10000E-07 256051.6 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000455 0 0.10000E-07 256042.3 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000456 0 0.10000E-07 256033.0 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000457 0 0.10000E-07 256023.7 4064246.4 91.2 3.40 4.33
3.16 NO NO
L0000458 0 0.10000E-07 256014.4 4064246.4 91.1 3.40 4.33
3.16 NO NO
L0000459 0 0.10000E-07 256005.1 4064246.4 91.1 3.40 4.33
3.16 NO NO
L0000460 0 0.10000E-07 255995.8 4064246.4 91.1 3.40 4.33
3.16 NO NO
L0000461 0 0.10000E-07 255986.5 4064246.3 91.0 3.40 4.33
3.16 NO NO
L0000462 0 0.10000E-07 255977.2 4064246.3 91.0 3.40 4.33
3.16 NO NO
L0000463 0 0.10000E-07 255967.9 4064246.3 91.0 3.40 4.33
3.16 NO NO
L0000464 0 0.10000E-07 255958.6 4064246.3 91.0 3.40 4.33
3.16 NO NO
L0000465 0 0.10000E-07 255949.3 4064246.3 90.9 3.40 4.33
3.16 NO NO
L0000466 0 0.10000E-07 255940.0 4064246.3 90.9 3.40 4.33
3.16 NO NO
L0000467 0 0.10000E-07 255930.7 4064246.3 90.9 3.40 4.33
3.16 NO NO
L0000468 0 0.10000E-07 255921.4 4064246.3 90.8 3.40 4.33
3.16 NO NO
L0000469 0 0.10000E-07 255912.1 4064246.3 90.8 3.40 4.33
3.16 NO NO
L0000470 0 0.10000E-07 255902.8 4064246.2 90.8 3.40 4.33
3.16 NO NO
L0000471 0 0.10000E-07 255893.5 4064246.2 90.8 3.40 4.33
3.16 NO NO
L0000472 0 0.10000E-07 255884.2 4064246.2 90.7 3.40 4.33
3.16 NO NO
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 4
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT.
INIT. URBAN EMISSION RATE AIRCRAFT
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY
SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000473 0 0.10000E-07 255874.9 4064246.2 90.7 3.40 4.33
3.16 NO NO
L0000474 0 0.10000E-07 255865.6 4064246.2 90.7 3.40 4.33
3.16 NO NO
L0000475 0 0.10000E-07 255856.3 4064246.2 90.7 3.40 4.33
3.16 NO NO
L0000476 0 0.10000E-07 255847.0 4064246.2 90.7 3.40 4.33
3.16 NO NO
L0000477 0 0.10000E-07 255837.7 4064246.2 90.7 3.40 4.33
3.16 NO NO
L0000478 0 0.10000E-07 255828.4 4064246.2 90.7 3.40 4.33
3.16 NO NO
L0000479 0 0.10000E-07 255819.1 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000480 0 0.10000E-07 255809.8 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000481 0 0.10000E-07 255800.5 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000482 0 0.10000E-07 255791.2 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000483 0 0.10000E-07 255781.9 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000484 0 0.10000E-07 255772.6 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000485 0 0.10000E-07 255763.3 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000486 0 0.10000E-07 255754.0 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000487 0 0.10000E-07 255744.7 4064246.1 90.7 3.40 4.33
3.16 NO NO
L0000488 0 0.10000E-07 255735.4 4064246.0 90.7 3.40 4.33
3.16 NO NO
L0000489 0 0.10000E-07 255726.1 4064246.0 90.7 3.40 4.33
3.16 NO NO
L0000490 0 0.10000E-07 255716.8 4064246.0 90.7 3.40 4.33
3.16 NO NO
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 5
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** AREAPOLY SOURCE DATA ***
NUMBER EMISSION RATE LOCATION OF AREA BASE RELEASE NUMBER INIT. URBAN EMISSION RATE AIRCRAFT
SOURCE PART. (GRAMS/SEC X Y ELEV. HEIGHT OF VERTS.
SZ SOURCE SCALAR VARY
ID CATS. /METER**2) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PAREA1 0 0.20855E-07 256143.1 4064296.9 91.4 5.00 18
0.00 NO NO
PAREA2 0 0.20899E-07 256109.0 4064422.7 91.3 5.00 12
0.00 NO NO
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 6
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** SOURCE IDs DEFINING SOURCE GROUPS ***
SRCGROUP ID SOURCE IDs ----------- ---------- ALL L0000393 , L0000394 , L0000395 , L0000396 , L0000397 , L0000398 , L0000399 , L0000400 ,
L0000401 , L0000402 , L0000403 , L0000404 , L0000405 , L0000406 , L0000407 , L0000408 ,
L0000409 , L0000410 , L0000411 , L0000412 , L0000413 , L0000414 , L0000415 , L0000416 ,
L0000417 , L0000418 , L0000419 , L0000420 , L0000421 , L0000422 , L0000423 , L0000424 ,
L0000425 , L0000426 , L0000427 , L0000428 , L0000429 , L0000430 , L0000431 , L0000432 ,
L0000433 , L0000434 , L0000435 , L0000436 , L0000437 , L0000438 , L0000439 , L0000440 ,
L0000441 , L0000442 , L0000443 , L0000444 , L0000445 , L0000446 , L0000447 , L0000448 ,
L0000449 , L0000450 , L0000451 , L0000452 , L0000453 , L0000454 , L0000455 , L0000456 ,
L0000457 , L0000458 , L0000459 , L0000460 , L0000461 , L0000462 , L0000463 , L0000464 ,
L0000465 , L0000466 , L0000467 , L0000468 , L0000469 , L0000470 , L0000471 , L0000472 ,
L0000473 , L0000474 , L0000475 , L0000476 , L0000477 , L0000478 , L0000479 , L0000480 ,
L0000481 , L0000482 , L0000483 , L0000484 , L0000485 , L0000486 , L0000487 , L0000488 ,
L0000489 , L0000490 , PAREA1 , PAREA2 , *** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 7
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 255522.1, 4064134.3, 90.1, 90.1, 1.8); ( 255547.1, 4064134.3, 90.0, 90.0, 1.8);
( 255572.1, 4064134.3, 90.0, 90.0, 1.8); ( 255597.1, 4064134.3, 90.0, 90.0, 1.8);
( 255622.1, 4064134.3, 89.9, 89.9, 1.8); ( 255647.1, 4064134.3, 89.6, 89.6, 1.8);
( 255672.1, 4064134.3, 89.6, 89.6, 1.8); ( 255697.1, 4064134.3, 90.0, 90.0, 1.8);
( 255722.1, 4064134.3, 90.3, 90.3, 1.8); ( 255747.1, 4064134.3, 90.4, 90.4, 1.8);
( 255772.1, 4064134.3, 90.5, 90.5, 1.8); ( 255797.1, 4064134.3, 90.5, 90.5, 1.8);
( 255822.1, 4064134.3, 90.6, 90.6, 1.8); ( 255847.1, 4064134.3, 90.6, 90.6, 1.8);
( 255872.1, 4064134.3, 90.6, 90.6, 1.8); ( 255897.1, 4064134.3, 90.8, 90.8, 1.8);
( 255922.1, 4064134.3, 91.0, 91.0, 1.8); ( 255947.1, 4064134.3, 91.1, 91.1, 1.8);
( 255972.1, 4064134.3, 91.2, 91.2, 1.8); ( 255997.1, 4064134.3, 91.4, 91.4, 1.8);
( 256022.1, 4064134.3, 91.3, 91.3, 1.8); ( 256047.1, 4064134.3, 91.1, 91.1, 1.8);
( 256072.1, 4064134.3, 90.8, 90.8, 1.8); ( 256097.1, 4064134.3, 90.8, 90.8, 1.8);
( 256122.1, 4064134.3, 91.0, 91.0, 1.8); ( 256147.1, 4064134.3, 90.9, 90.9, 1.8);
( 256172.1, 4064134.3, 90.8, 90.8, 1.8); ( 256197.1, 4064134.3, 90.6, 90.6, 1.8);
( 256222.1, 4064134.3, 90.5, 90.5, 1.8); ( 256247.1, 4064134.3, 90.8, 90.8, 1.8);
( 256272.1, 4064134.3, 91.2, 91.2, 1.8); ( 256297.1, 4064134.3, 91.5, 91.5, 1.8);
( 256322.1, 4064134.3, 91.7, 91.7, 1.8); ( 256397.1, 4064134.3, 92.0, 92.0, 1.8);
( 256422.1, 4064134.3, 92.2, 92.2, 1.8); ( 255522.1, 4064159.3, 90.2, 90.2, 1.8);
( 255547.1, 4064159.3, 90.0, 90.0, 1.8); ( 255572.1, 4064159.3, 89.8, 89.8, 1.8);
( 255597.1, 4064159.3, 89.8, 89.8, 1.8); ( 255622.1, 4064159.3, 89.7, 89.7, 1.8);
( 255647.1, 4064159.3, 89.6, 89.6, 1.8); ( 255672.1, 4064159.3, 89.6, 89.6, 1.8);
( 255697.1, 4064159.3, 90.0, 90.0, 1.8); ( 255722.1, 4064159.3, 90.4, 90.4, 1.8);
( 255747.1, 4064159.3, 90.6, 90.6, 1.8); ( 255772.1, 4064159.3, 90.6, 90.6, 1.8);
( 255797.1, 4064159.3, 90.6, 90.6, 1.8); ( 255822.1, 4064159.3, 90.7, 90.7, 1.8);
( 255847.1, 4064159.3, 90.8, 90.8, 1.8); ( 255872.1, 4064159.3, 90.8, 90.8, 1.8);
( 255897.1, 4064159.3, 90.9, 90.9, 1.8); ( 255922.1, 4064159.3, 91.1, 91.1, 1.8);
( 255947.1, 4064159.3, 91.3, 91.3, 1.8); ( 255972.1, 4064159.3, 91.3, 91.3, 1.8);
( 255997.1, 4064159.3, 91.4, 91.4, 1.8); ( 256022.1, 4064159.3, 91.2, 91.2, 1.8);
( 256047.1, 4064159.3, 90.7, 90.7, 1.8); ( 256072.1, 4064159.3, 90.6, 90.6, 1.8);
( 256097.1, 4064159.3, 90.6, 90.6, 1.8); ( 256122.1, 4064159.3, 90.6, 90.6, 1.8);
( 256147.1, 4064159.3, 90.7, 90.7, 1.8); ( 256172.1, 4064159.3, 90.7, 90.7, 1.8);
( 256197.1, 4064159.3, 90.7, 90.7, 1.8); ( 256222.1, 4064159.3, 90.6, 90.6, 1.8);
( 256247.1, 4064159.3, 90.7, 90.7, 1.8); ( 256272.1, 4064159.3, 91.0, 91.0, 1.8);
( 256297.1, 4064159.3, 91.3, 91.3, 1.8); ( 256322.1, 4064159.3, 91.6, 91.6, 1.8);
( 256397.1, 4064159.3, 92.1, 92.1, 1.8); ( 256422.1, 4064159.3, 92.1, 92.1, 1.8);
( 255522.1, 4064184.3, 90.2, 90.2, 1.8); ( 255547.1, 4064184.3, 90.0, 90.0, 1.8);
( 255572.1, 4064184.3, 89.8, 89.8, 1.8); ( 255597.1, 4064184.3, 89.8, 89.8, 1.8);
( 255622.1, 4064184.3, 89.8, 89.8, 1.8); ( 255647.1, 4064184.3, 89.8, 89.8, 1.8);
( 255672.1, 4064184.3, 89.8, 89.8, 1.8); ( 255697.1, 4064184.3, 90.1, 90.1, 1.8);
( 255722.1, 4064184.3, 90.5, 90.5, 1.8); ( 255747.1, 4064184.3, 90.7, 90.7, 1.8);
( 255772.1, 4064184.3, 90.7, 90.7, 1.8); ( 255797.1, 4064184.3, 90.7, 90.7, 1.8);
( 255822.1, 4064184.3, 90.8, 90.8, 1.8); ( 255847.1, 4064184.3, 90.9, 90.9, 1.8);
( 255872.1, 4064184.3, 90.9, 90.9, 1.8); ( 255897.1, 4064184.3, 91.0, 91.0, 1.8);
( 255922.1, 4064184.3, 91.1, 91.1, 1.8); ( 255947.1, 4064184.3, 91.2, 91.2, 1.8);
( 255972.1, 4064184.3, 91.3, 91.3, 1.8); ( 255997.1, 4064184.3, 91.4, 91.4, 1.8);
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 8
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 256022.1, 4064184.3, 91.2, 91.2, 1.8); ( 256047.1, 4064184.3, 90.8, 90.8, 1.8);
( 256072.1, 4064184.3, 90.7, 90.7, 1.8); ( 256097.1, 4064184.3, 90.8, 90.8, 1.8);
( 256122.1, 4064184.3, 90.9, 90.9, 1.8); ( 256147.1, 4064184.3, 91.0, 91.0, 1.8);
( 256172.1, 4064184.3, 91.1, 91.1, 1.8); ( 256197.1, 4064184.3, 91.1, 91.1, 1.8);
( 256222.1, 4064184.3, 90.9, 90.9, 1.8); ( 256247.1, 4064184.3, 90.8, 90.8, 1.8);
( 256272.1, 4064184.3, 90.9, 90.9, 1.8); ( 256297.1, 4064184.3, 91.1, 91.1, 1.8);
( 256322.1, 4064184.3, 91.5, 91.5, 1.8); ( 256397.1, 4064184.3, 92.0, 92.0, 1.8);
( 256422.1, 4064184.3, 92.0, 92.0, 1.8); ( 255522.1, 4064209.3, 90.3, 90.3, 1.8);
( 255547.1, 4064209.3, 90.1, 90.1, 1.8); ( 255572.1, 4064209.3, 90.1, 90.1, 1.8);
( 255597.1, 4064209.3, 90.2, 90.2, 1.8); ( 255622.1, 4064209.3, 90.3, 90.3, 1.8);
( 255647.1, 4064209.3, 90.3, 90.3, 1.8); ( 255672.1, 4064209.3, 90.2, 90.2, 1.8);
( 255697.1, 4064209.3, 90.3, 90.3, 1.8); ( 255722.1, 4064209.3, 90.6, 90.6, 1.8);
( 255747.1, 4064209.3, 90.7, 90.7, 1.8); ( 255772.1, 4064209.3, 90.8, 90.8, 1.8);
( 255797.1, 4064209.3, 90.8, 90.8, 1.8); ( 255822.1, 4064209.3, 90.8, 90.8, 1.8);
( 255847.1, 4064209.3, 90.8, 90.8, 1.8); ( 255872.1, 4064209.3, 90.8, 90.8, 1.8);
( 255897.1, 4064209.3, 90.9, 90.9, 1.8); ( 255922.1, 4064209.3, 91.0, 91.0, 1.8);
( 255947.1, 4064209.3, 91.1, 91.1, 1.8); ( 255972.1, 4064209.3, 91.2, 91.2, 1.8);
( 255997.1, 4064209.3, 91.3, 91.3, 1.8); ( 256022.1, 4064209.3, 91.3, 91.3, 1.8);
( 256047.1, 4064209.3, 91.1, 91.1, 1.8); ( 256072.1, 4064209.3, 91.0, 91.0, 1.8);
( 256097.1, 4064209.3, 91.0, 91.0, 1.8); ( 256122.1, 4064209.3, 91.2, 91.2, 1.8);
( 256147.1, 4064209.3, 91.3, 91.3, 1.8); ( 256172.1, 4064209.3, 91.4, 91.4, 1.8);
( 256197.1, 4064209.3, 91.4, 91.4, 1.8); ( 256222.1, 4064209.3, 91.3, 91.3, 1.8);
( 256247.1, 4064209.3, 91.3, 91.3, 1.8); ( 256272.1, 4064209.3, 91.4, 91.4, 1.8);
( 256297.1, 4064209.3, 91.5, 91.5, 1.8); ( 256322.1, 4064209.3, 91.7, 91.7, 1.8);
( 255547.1, 4064284.3, 90.5, 90.5, 1.8); ( 255572.1, 4064284.3, 90.5, 90.5, 1.8);
( 255597.1, 4064284.3, 90.5, 90.5, 1.8); ( 255622.1, 4064284.3, 90.5, 90.5, 1.8);
( 255647.1, 4064284.3, 90.6, 90.6, 1.8); ( 255672.1, 4064284.3, 90.6, 90.6, 1.8);
( 255697.1, 4064284.3, 90.7, 90.7, 1.8); ( 255722.1, 4064284.3, 90.8, 90.8, 1.8);
( 255747.1, 4064284.3, 90.8, 90.8, 1.8); ( 255772.1, 4064284.3, 90.8, 90.8, 1.8);
( 255797.1, 4064284.3, 90.7, 90.7, 1.8); ( 255822.1, 4064284.3, 90.6, 90.6, 1.8);
( 255847.1, 4064284.3, 90.6, 90.6, 1.8); ( 255872.1, 4064284.3, 90.6, 90.6, 1.8);
( 255897.1, 4064284.3, 90.6, 90.6, 1.8); ( 255547.1, 4064309.3, 90.5, 90.5, 1.8);
( 255572.1, 4064309.3, 90.5, 90.5, 1.8); ( 255597.1, 4064309.3, 90.5, 90.5, 1.8);
( 255622.1, 4064309.3, 90.5, 90.5, 1.8); ( 255647.1, 4064309.3, 90.5, 90.5, 1.8);
( 255672.1, 4064309.3, 90.6, 90.6, 1.8); ( 255697.1, 4064309.3, 90.7, 90.7, 1.8);
( 255722.1, 4064309.3, 90.8, 90.8, 1.8); ( 255747.1, 4064309.3, 90.8, 90.8, 1.8);
( 255772.1, 4064309.3, 90.7, 90.7, 1.8); ( 255797.1, 4064309.3, 90.6, 90.6, 1.8);
( 255822.1, 4064309.3, 90.6, 90.6, 1.8); ( 255847.1, 4064309.3, 90.6, 90.6, 1.8);
( 255872.1, 4064309.3, 90.7, 90.7, 1.8); ( 255897.1, 4064309.3, 90.7, 90.7, 1.8);
( 255547.1, 4064334.3, 90.5, 90.5, 1.8); ( 255572.1, 4064334.3, 90.5, 90.5, 1.8);
( 255597.1, 4064334.3, 90.5, 90.5, 1.8); ( 255622.1, 4064334.3, 90.5, 90.5, 1.8);
( 255647.1, 4064334.3, 90.5, 90.5, 1.8); ( 255672.1, 4064334.3, 90.5, 90.5, 1.8);
( 255697.1, 4064334.3, 90.6, 90.6, 1.8); ( 255722.1, 4064334.3, 90.7, 90.7, 1.8);
( 255747.1, 4064334.3, 90.7, 90.7, 1.8); ( 255772.1, 4064334.3, 90.7, 90.7, 1.8);
( 255797.1, 4064334.3, 90.5, 90.5, 1.8); ( 255822.1, 4064334.3, 90.5, 90.5, 1.8);
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 9
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 255847.1, 4064334.3, 90.6, 90.6, 1.8); ( 255872.1, 4064334.3, 90.7, 90.7, 1.8);
( 255897.1, 4064334.3, 90.8, 90.8, 1.8); ( 255547.1, 4064359.3, 90.5, 90.5, 1.8);
( 255572.1, 4064359.3, 90.5, 90.5, 1.8); ( 255597.1, 4064359.3, 90.5, 90.5, 1.8);
( 255622.1, 4064359.3, 90.5, 90.5, 1.8); ( 255647.1, 4064359.3, 90.5, 90.5, 1.8);
( 255672.1, 4064359.3, 90.5, 90.5, 1.8); ( 255697.1, 4064359.3, 90.6, 90.6, 1.8);
( 255722.1, 4064359.3, 90.7, 90.7, 1.8); ( 255747.1, 4064359.3, 90.7, 90.7, 1.8);
( 255772.1, 4064359.3, 90.6, 90.6, 1.8); ( 255797.1, 4064359.3, 90.4, 90.4, 1.8);
( 255822.1, 4064359.3, 90.5, 90.5, 1.8); ( 255847.1, 4064359.3, 90.6, 90.6, 1.8);
( 255872.1, 4064359.3, 90.7, 90.7, 1.8); ( 255897.1, 4064359.3, 90.8, 90.8, 1.8);
( 255547.1, 4064384.3, 90.5, 90.5, 1.8); ( 255572.1, 4064384.3, 90.5, 90.5, 1.8);
( 255597.1, 4064384.3, 90.5, 90.5, 1.8); ( 255622.1, 4064384.3, 90.5, 90.5, 1.8);
( 255647.1, 4064384.3, 90.5, 90.5, 1.8); ( 255672.1, 4064384.3, 90.5, 90.5, 1.8);
( 255697.1, 4064384.3, 90.6, 90.6, 1.8); ( 255722.1, 4064384.3, 90.7, 90.7, 1.8);
( 255747.1, 4064384.3, 90.6, 90.6, 1.8); ( 255772.1, 4064384.3, 90.4, 90.4, 1.8);
( 255797.1, 4064384.3, 90.3, 90.3, 1.8); ( 255822.1, 4064384.3, 90.4, 90.4, 1.8);
( 255847.1, 4064384.3, 90.6, 90.6, 1.8); ( 255872.1, 4064384.3, 90.6, 90.6, 1.8);
( 255897.1, 4064384.3, 90.7, 90.7, 1.8); ( 255547.1, 4064409.3, 90.5, 90.5, 1.8);
( 255572.1, 4064409.3, 90.4, 90.4, 1.8); ( 255597.1, 4064409.3, 90.4, 90.4, 1.8);
( 255622.1, 4064409.3, 90.4, 90.4, 1.8); ( 255647.1, 4064409.3, 90.5, 90.5, 1.8);
( 255672.1, 4064409.3, 90.5, 90.5, 1.8); ( 255697.1, 4064409.3, 90.6, 90.6, 1.8);
( 255722.1, 4064409.3, 90.6, 90.6, 1.8); ( 255747.1, 4064409.3, 90.4, 90.4, 1.8);
( 255772.1, 4064409.3, 90.3, 90.3, 1.8); ( 255797.1, 4064409.3, 90.3, 90.3, 1.8);
( 255822.1, 4064409.3, 90.4, 90.4, 1.8); ( 255847.1, 4064409.3, 90.5, 90.5, 1.8);
( 255872.1, 4064409.3, 90.5, 90.5, 1.8); ( 255897.1, 4064409.3, 90.6, 90.6, 1.8);
( 255547.1, 4064434.3, 90.5, 90.5, 1.8); ( 255572.1, 4064434.3, 90.4, 90.4, 1.8);
( 255597.1, 4064434.3, 90.4, 90.4, 1.8); ( 255622.1, 4064434.3, 90.4, 90.4, 1.8);
( 255647.1, 4064434.3, 90.4, 90.4, 1.8); ( 255672.1, 4064434.3, 90.5, 90.5, 1.8);
( 255697.1, 4064434.3, 90.5, 90.5, 1.8); ( 255722.1, 4064434.3, 90.5, 90.5, 1.8);
( 255747.1, 4064434.3, 90.4, 90.4, 1.8); ( 255772.1, 4064434.3, 90.4, 90.4, 1.8);
( 255797.1, 4064434.3, 90.5, 90.5, 1.8); ( 255822.1, 4064434.3, 90.6, 90.6, 1.8);
( 255847.1, 4064434.3, 90.6, 90.6, 1.8); ( 255872.1, 4064434.3, 90.6, 90.6, 1.8);
( 255897.1, 4064434.3, 90.7, 90.7, 1.8); ( 255822.1, 4064459.3, 90.7, 90.7, 1.8);
( 255847.1, 4064459.3, 90.7, 90.7, 1.8); ( 255872.1, 4064459.3, 90.7, 90.7, 1.8);
( 255897.1, 4064459.3, 90.8, 90.8, 1.8); ( 256347.1, 4064459.3, 91.2, 91.2, 1.8);
( 256372.1, 4064459.3, 91.2, 91.2, 1.8); ( 256397.1, 4064459.3, 91.3, 91.3, 1.8);
( 256422.1, 4064459.3, 91.4, 91.4, 1.8); ( 255822.1, 4064484.3, 90.8, 90.8, 1.8);
( 255847.1, 4064484.3, 90.8, 90.8, 1.8); ( 255872.1, 4064484.3, 90.8, 90.8, 1.8);
( 255897.1, 4064484.3, 90.8, 90.8, 1.8); ( 256347.1, 4064484.3, 91.3, 91.3, 1.8);
( 256372.1, 4064484.3, 91.4, 91.4, 1.8); ( 256397.1, 4064484.3, 91.5, 91.5, 1.8);
( 256422.1, 4064484.3, 91.5, 91.5, 1.8); ( 255822.1, 4064509.3, 90.9, 90.9, 1.8);
( 255847.1, 4064509.3, 90.9, 90.9, 1.8); ( 255872.1, 4064509.3, 90.9, 90.9, 1.8);
( 255897.1, 4064509.3, 90.9, 90.9, 1.8); ( 255922.1, 4064509.3, 90.9, 90.9, 1.8);
( 256347.1, 4064509.3, 91.4, 91.4, 1.8); ( 256372.1, 4064509.3, 91.6, 91.6, 1.8);
( 256397.1, 4064509.3, 91.6, 91.6, 1.8); ( 256422.1, 4064509.3, 91.6, 91.6, 1.8);
( 255822.1, 4064534.3, 90.9, 90.9, 1.8); ( 255847.1, 4064534.3, 91.0, 91.0, 1.8);
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 10
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 255872.1, 4064534.3, 90.9, 90.9, 1.8); ( 255897.1, 4064534.3, 90.9, 90.9, 1.8);
( 255922.1, 4064534.3, 90.9, 90.9, 1.8); ( 256347.1, 4064534.3, 91.5, 91.5, 1.8);
( 256372.1, 4064534.3, 91.7, 91.7, 1.8); ( 256397.1, 4064534.3, 91.7, 91.7, 1.8);
( 256422.1, 4064534.3, 91.6, 91.6, 1.8); ( 255822.1, 4064559.3, 90.9, 90.9, 1.8);
( 255847.1, 4064559.3, 90.9, 90.9, 1.8); ( 255872.1, 4064559.3, 90.9, 90.9, 1.8);
( 255897.1, 4064559.3, 90.8, 90.8, 1.8); ( 255922.1, 4064559.3, 90.9, 90.9, 1.8);
( 256347.1, 4064559.3, 91.5, 91.5, 1.8); ( 256372.1, 4064559.3, 91.7, 91.7, 1.8);
( 256397.1, 4064559.3, 91.6, 91.6, 1.8); ( 256422.1, 4064559.3, 91.6, 91.6, 1.8);
( 255822.1, 4064584.3, 90.9, 90.9, 1.8); ( 255847.1, 4064584.3, 90.9, 90.9, 1.8);
( 255872.1, 4064584.3, 90.8, 90.8, 1.8); ( 255897.1, 4064584.3, 90.8, 90.8, 1.8);
( 255922.1, 4064584.3, 90.9, 90.9, 1.8); ( 256347.1, 4064584.3, 91.5, 91.5, 1.8);
( 256372.1, 4064584.3, 91.7, 91.7, 1.8); ( 256397.1, 4064584.3, 91.6, 91.6, 1.8);
( 256422.1, 4064584.3, 91.6, 91.6, 1.8); ( 255822.1, 4064609.3, 90.8, 90.8, 1.8);
( 255847.1, 4064609.3, 90.9, 90.9, 1.8); ( 255872.1, 4064609.3, 90.8, 90.8, 1.8);
( 255897.1, 4064609.3, 90.8, 90.8, 1.8); ( 255922.1, 4064609.3, 90.9, 90.9, 1.8);
( 256347.1, 4064609.3, 91.5, 91.5, 1.8); ( 256372.1, 4064609.3, 91.6, 91.6, 1.8);
( 256397.1, 4064609.3, 91.6, 91.6, 1.8); ( 256422.1, 4064609.3, 91.6, 91.6, 1.8);
( 255822.1, 4064634.3, 90.8, 90.8, 1.8); ( 255847.1, 4064634.3, 90.9, 90.9, 1.8);
( 255872.1, 4064634.3, 90.8, 90.8, 1.8); ( 255897.1, 4064634.3, 90.8, 90.8, 1.8);
( 255922.1, 4064634.3, 90.9, 90.9, 1.8); ( 256347.1, 4064634.3, 91.6, 91.6, 1.8);
( 256372.1, 4064634.3, 91.8, 91.8, 1.8); ( 256397.1, 4064634.3, 91.7, 91.7, 1.8);
( 256422.1, 4064634.3, 91.7, 91.7, 1.8); ( 255822.1, 4064659.3, 90.8, 90.8, 1.8);
( 255847.1, 4064659.3, 90.9, 90.9, 1.8); ( 255872.1, 4064659.3, 90.9, 90.9, 1.8);
( 255897.1, 4064659.3, 90.9, 90.9, 1.8); ( 255922.1, 4064659.3, 90.9, 90.9, 1.8);
( 255947.1, 4064659.3, 91.0, 91.0, 1.8); ( 255972.1, 4064659.3, 91.0, 91.0, 1.8);
( 255997.1, 4064659.3, 91.0, 91.0, 1.8); ( 256022.1, 4064659.3, 91.0, 91.0, 1.8);
( 256047.1, 4064659.3, 91.0, 91.0, 1.8); ( 256072.1, 4064659.3, 91.1, 91.1, 1.8);
( 256097.1, 4064659.3, 91.2, 91.2, 1.8); ( 256122.1, 4064659.3, 91.1, 91.1, 1.8);
( 256147.1, 4064659.3, 91.2, 91.2, 1.8); ( 256172.1, 4064659.3, 91.2, 91.2, 1.8);
( 256197.1, 4064659.3, 91.2, 91.2, 1.8); ( 256222.1, 4064659.3, 91.3, 91.3, 1.8);
( 256247.1, 4064659.3, 91.3, 91.3, 1.8); ( 256272.1, 4064659.3, 91.3, 91.3, 1.8);
( 256297.1, 4064659.3, 91.3, 91.3, 1.8); ( 256322.1, 4064659.3, 91.4, 91.4, 1.8);
( 256347.1, 4064659.3, 91.6, 91.6, 1.8); ( 256372.1, 4064659.3, 91.7, 91.7, 1.8);
( 256397.1, 4064659.3, 91.7, 91.7, 1.8); ( 256422.1, 4064659.3, 91.7, 91.7, 1.8);
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 11
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** METEOROLOGICAL DAYS SELECTED FOR
PROCESSING ***
(1=YES; 0=NO)
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE.
*** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED
CATEGORIES ***
(METERS/SEC)
1.54, 3.09, 5.14, 8.23,
10.80,
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 12
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL
DATA ***
Surface file: Fresno 93193\Fresno_2018-2022.SFC
Met Version: 21112
Profile file: Fresno 93193\Fresno_2018-2022.PFL
Surface format: FREE
Profile format: FREE
Surface station no.: 93193 Upper air station no.: 23230 Name: UNKNOWN Name: UNKNOWN
Year: 2018 Year: 2018 First 24 hours of scalar data
YR MO DY JDY HR H0 U* W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN
ALBEDO REF WS WD HT REF TA HT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
18 01 01 1 01 -6.0 0.108 -9.000 -9.000 -999. 85. 18.7 0.17 1.06
1.00 1.20 347. 10.0 280.9 2.0
18 01 01 1 02 -2.0 0.062 -9.000 -9.000 -999. 38. 10.9 0.02 1.06
1.00 0.91 174. 10.0 279.2 2.0
18 01 01 1 03 -3.4 0.076 -9.000 -9.000 -999. 50. 11.8 0.03 1.06
1.00 1.20 265. 10.0 279.2 2.0
18 01 01 1 04 -5.1 0.095 -9.000 -9.000 -999. 71. 15.2 0.06 1.06
1.00 1.35 316. 10.0 278.1 2.0
18 01 01 1 05 -8.8 0.123 -9.000 -9.000 -999. 104. 19.1 0.04 1.06
1.00 1.87 96. 10.0 277.0 2.0
18 01 01 1 06 -2.6 0.067 -9.000 -9.000 -999. 43. 10.7 0.02 1.06
1.00 1.08 177. 10.0 277.5 2.0
18 01 01 1 07 -3.7 0.078 -9.000 -9.000 -999. 52. 11.5 0.02 1.06
1.00 1.33 181. 10.0 277.5 2.0
18 01 01 1 08 -15.2 0.167 -9.000 -9.000 -999. 164. 30.7 0.06 1.06
0.65 2.32 76. 10.0 276.4 2.0
18 01 01 1 09 -3.5 0.149 -9.000 -9.000 -999. 139. 86.8 0.04 1.06
0.36 2.15 109. 10.0 278.1 2.0
18 01 01 1 10 56.2 0.204 0.651 0.006 177. 221. -13.6 0.04 1.06
0.26 2.37 134. 10.0 281.4 2.0
18 01 01 1 11 92.0 0.233 1.067 0.016 477. 270. -12.4 0.04 1.06
0.22 2.62 105. 10.0 283.1 2.0
18 01 01 1 12 116.8 0.202 1.234 0.018 581. 219. -6.4 0.04 1.06
0.21 2.11 102. 10.0 285.9 2.0
18 01 01 1 13 112.5 0.144 1.280 0.019 673. 132. -2.4 0.02 1.06
0.21 1.55 183. 10.0 287.5 2.0
18 01 01 1 14 84.0 0.122 1.190 0.019 723. 103. -2.0 0.02 1.06
0.22 1.28 200. 10.0 289.2 2.0
18 01 01 1 15 57.9 0.161 1.059 0.019 738. 155. -6.5 0.03 1.06
0.26 1.81 262. 10.0 290.4 2.0
18 01 01 1 16 16.8 0.124 0.702 0.019 742. 105. -10.3 0.03 1.06
0.35 1.47 259. 10.0 289.9 2.0
18 01 01 1 17 -2.5 0.068 -9.000 -9.000 -999. 44. 11.3 0.02 1.06
0.62 1.14 297. 10.0 287.5 2.0
18 01 01 1 18 -7.4 0.111 -9.000 -9.000 -999. 89. 16.9 0.03 1.06
1.00 1.84 239. 10.0 286.4 2.0
18 01 01 1 19 -4.0 0.085 -9.000 -9.000 -999. 60. 13.8 0.06 1.06
1.00 1.21 83. 10.0 284.9 2.0
18 01 01 1 20 -10.4 0.137 -9.000 -9.000 -999. 122. 22.3 0.06 1.06
1.00 1.93 76. 10.0 283.8 2.0
18 01 01 1 21 -4.7 0.090 -9.000 -9.000 -999. 65. 14.0 0.04 1.06
1.00 1.38 109. 10.0 283.1 2.0
18 01 01 1 22 -4.1 0.084 -9.000 -9.000 -999. 58. 13.0 0.04 1.06
1.00 1.30 127. 10.0 281.4 2.0
18 01 01 1 23 -11.7 0.145 -9.000 -9.000 -999. 133. 23.6 0.06 1.06
1.00 2.04 70. 10.0 280.9 2.0
18 01 01 1 24 -3.4 0.079 -9.000 -9.000 -999. 54. 13.0 0.06 1.06
1.00 1.09 80. 10.0 281.4 2.0
First hour of profile data
YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 18 01 01 01 10.0 1 347. 1.20 281.0 99.0 -99.00 -99.00 F indicates top of profile (=1) or below (=0)
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 13
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000393 , L0000394
, L0000395 , L0000396 , L0000397 ,
L0000398 , L0000399 , L0000400 , L0000401 , L0000402 , L0000403 , L0000404 , L0000405 ,
L0000406 , L0000407 , L0000408 , L0000409 , L0000410 , L0000411 , L0000412 , L0000413 ,
L0000414 , L0000415 , L0000416 , L0000417 , L0000418 , L0000419 , L0000420 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC X-COORD (M)
Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
255522.11 4064134.26 0.00178 255547.11 4064134.26 0.00186
255572.11 4064134.26 0.00195 255597.11 4064134.26 0.00204
255622.11 4064134.26 0.00213 255647.11 4064134.26 0.00223
255672.11 4064134.26 0.00234 255697.11 4064134.26 0.00245
255722.11 4064134.26 0.00257 255747.11 4064134.26 0.00269
255772.11 4064134.26 0.00281 255797.11 4064134.26 0.00294
255822.11 4064134.26 0.00308 255847.11 4064134.26 0.00321
255872.11 4064134.26 0.00334 255897.11 4064134.26 0.00347
255922.11 4064134.26 0.00359 255947.11 4064134.26 0.00371
255972.11 4064134.26 0.00382 255997.11 4064134.26 0.00393
256022.11 4064134.26 0.00402 256047.11 4064134.26 0.00410
256072.11 4064134.26 0.00418 256097.11 4064134.26 0.00430
256122.11 4064134.26 0.00451 256147.11 4064134.26 0.00478
256172.11 4064134.26 0.00509 256197.11 4064134.26 0.00550
256222.11 4064134.26 0.00611 256247.11 4064134.26 0.00690
256272.11 4064134.26 0.00777 256297.11 4064134.26 0.00861
256322.11 4064134.26 0.00928 256397.11 4064134.26 0.00895
256422.11 4064134.26 0.00821 255522.11 4064159.26 0.00187
255547.11 4064159.26 0.00196 255572.11 4064159.26 0.00206
255597.11 4064159.26 0.00216 255622.11 4064159.26 0.00228
255647.11 4064159.26 0.00240 255672.11 4064159.26 0.00252
255697.11 4064159.26 0.00266 255722.11 4064159.26 0.00280
255747.11 4064159.26 0.00295 255772.11 4064159.26 0.00311
255797.11 4064159.26 0.00329 255822.11 4064159.26 0.00346
255847.11 4064159.26 0.00364 255872.11 4064159.26 0.00383
255897.11 4064159.26 0.00401 255922.11 4064159.26 0.00419
255947.11 4064159.26 0.00437 255972.11 4064159.26 0.00455
255997.11 4064159.26 0.00471 256022.11 4064159.26 0.00487
256047.11 4064159.26 0.00501 256072.11 4064159.26 0.00513
256097.11 4064159.26 0.00528 256122.11 4064159.26 0.00553
256147.11 4064159.26 0.00590 256172.11 4064159.26 0.00636
256197.11 4064159.26 0.00704 256222.11 4064159.26 0.00804
256247.11 4064159.26 0.00916 256272.11 4064159.26 0.01022
256297.11 4064159.26 0.01113 256322.11 4064159.26 0.01167
256397.11 4064159.26 0.00996 256422.11 4064159.26 0.00885
255522.11 4064184.26 0.00195 255547.11 4064184.26 0.00205
255572.11 4064184.26 0.00216 255597.11 4064184.26 0.00228
255622.11 4064184.26 0.00241 255647.11 4064184.26 0.00255
255672.11 4064184.26 0.00270 255697.11 4064184.26 0.00286
255722.11 4064184.26 0.00304 255747.11 4064184.26 0.00323
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 14
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000393 , L0000394
, L0000395 , L0000396 , L0000397 ,
L0000398 , L0000399 , L0000400 , L0000401 , L0000402 , L0000403 , L0000404 , L0000405 ,
L0000406 , L0000407 , L0000408 , L0000409 , L0000410 , L0000411 , L0000412 , L0000413 ,
L0000414 , L0000415 , L0000416 , L0000417 , L0000418 , L0000419 , L0000420 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC X-COORD (M)
Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
255772.11 4064184.26 0.00343 255797.11 4064184.26 0.00365
255822.11 4064184.26 0.00388 255847.11 4064184.26 0.00412
255872.11 4064184.26 0.00438 255897.11 4064184.26 0.00464
255922.11 4064184.26 0.00491 255947.11 4064184.26 0.00518
255972.11 4064184.26 0.00546 255997.11 4064184.26 0.00574
256022.11 4064184.26 0.00601 256047.11 4064184.26 0.00626
256072.11 4064184.26 0.00648 256097.11 4064184.26 0.00668
256122.11 4064184.26 0.00699 256147.11 4064184.26 0.00752
256172.11 4064184.26 0.00826 256197.11 4064184.26 0.00950
256222.11 4064184.26 0.01110 256247.11 4064184.26 0.01250
256272.11 4064184.26 0.01368 256297.11 4064184.26 0.01453
256322.11 4064184.26 0.01462 256397.11 4064184.26 0.01081
256422.11 4064184.26 0.00933 255522.11 4064209.26 0.00202
255547.11 4064209.26 0.00213 255572.11 4064209.26 0.00226
255597.11 4064209.26 0.00239 255622.11 4064209.26 0.00254
255647.11 4064209.26 0.00270 255672.11 4064209.26 0.00287
255697.11 4064209.26 0.00307 255722.11 4064209.26 0.00328
255747.11 4064209.26 0.00352 255772.11 4064209.26 0.00377
255797.11 4064209.26 0.00404 255822.11 4064209.26 0.00433
255847.11 4064209.26 0.00464 255872.11 4064209.26 0.00498
255897.11 4064209.26 0.00534 255922.11 4064209.26 0.00573
255947.11 4064209.26 0.00614 255972.11 4064209.26 0.00658
255997.11 4064209.26 0.00705 256022.11 4064209.26 0.00753
256047.11 4064209.26 0.00800 256072.11 4064209.26 0.00843
256097.11 4064209.26 0.00879 256122.11 4064209.26 0.00921
256147.11 4064209.26 0.01003 256172.11 4064209.26 0.01146
256197.11 4064209.26 0.01387 256222.11 4064209.26 0.01592
256247.11 4064209.26 0.01736 256272.11 4064209.26 0.01855
256297.11 4064209.26 0.01897 256322.11 4064209.26 0.01796
255547.11 4064284.26 0.00228 255572.11 4064284.26 0.00242
255597.11 4064284.26 0.00259 255622.11 4064284.26 0.00277
255647.11 4064284.26 0.00298 255672.11 4064284.26 0.00321
255697.11 4064284.26 0.00347 255722.11 4064284.26 0.00376
255747.11 4064284.26 0.00408 255772.11 4064284.26 0.00443
255797.11 4064284.26 0.00484 255822.11 4064284.26 0.00530
255847.11 4064284.26 0.00584 255872.11 4064284.26 0.00645
255897.11 4064284.26 0.00716 255547.11 4064309.26 0.00229
255572.11 4064309.26 0.00244 255597.11 4064309.26 0.00261
255622.11 4064309.26 0.00280 255647.11 4064309.26 0.00301
255672.11 4064309.26 0.00325 255697.11 4064309.26 0.00352
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 15
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000393 , L0000394
, L0000395 , L0000396 , L0000397 ,
L0000398 , L0000399 , L0000400 , L0000401 , L0000402 , L0000403 , L0000404 , L0000405 ,
L0000406 , L0000407 , L0000408 , L0000409 , L0000410 , L0000411 , L0000412 , L0000413 ,
L0000414 , L0000415 , L0000416 , L0000417 , L0000418 , L0000419 , L0000420 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC X-COORD (M)
Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
255722.11 4064309.26 0.00381 255747.11 4064309.26 0.00415
255772.11 4064309.26 0.00454 255797.11 4064309.26 0.00498
255822.11 4064309.26 0.00549 255847.11 4064309.26 0.00608
255872.11 4064309.26 0.00677 255897.11 4064309.26 0.00758
255547.11 4064334.26 0.00229 255572.11 4064334.26 0.00244
255597.11 4064334.26 0.00261 255622.11 4064334.26 0.00281
255647.11 4064334.26 0.00302 255672.11 4064334.26 0.00326
255697.11 4064334.26 0.00353 255722.11 4064334.26 0.00384
255747.11 4064334.26 0.00419 255772.11 4064334.26 0.00459
255797.11 4064334.26 0.00505 255822.11 4064334.26 0.00559
255847.11 4064334.26 0.00623 255872.11 4064334.26 0.00697
255897.11 4064334.26 0.00786 255547.11 4064359.26 0.00227
255572.11 4064359.26 0.00242 255597.11 4064359.26 0.00259
255622.11 4064359.26 0.00278 255647.11 4064359.26 0.00300
255672.11 4064359.26 0.00323 255697.11 4064359.26 0.00351
255722.11 4064359.26 0.00381 255747.11 4064359.26 0.00416
255772.11 4064359.26 0.00457 255797.11 4064359.26 0.00505
255822.11 4064359.26 0.00560 255847.11 4064359.26 0.00625
255872.11 4064359.26 0.00703 255897.11 4064359.26 0.00797
255547.11 4064384.26 0.00224 255572.11 4064384.26 0.00239
255597.11 4064384.26 0.00255 255622.11 4064384.26 0.00274
255647.11 4064384.26 0.00295 255672.11 4064384.26 0.00318
255697.11 4064384.26 0.00344 255722.11 4064384.26 0.00374
255747.11 4064384.26 0.00409 255772.11 4064384.26 0.00449
255797.11 4064384.26 0.00496 255822.11 4064384.26 0.00550
255847.11 4064384.26 0.00615 255872.11 4064384.26 0.00693
255897.11 4064384.26 0.00788 255547.11 4064409.26 0.00219
255572.11 4064409.26 0.00234 255597.11 4064409.26 0.00250
255622.11 4064409.26 0.00267 255647.11 4064409.26 0.00287
255672.11 4064409.26 0.00310 255697.11 4064409.26 0.00335
255722.11 4064409.26 0.00364 255747.11 4064409.26 0.00397
255772.11 4064409.26 0.00435 255797.11 4064409.26 0.00480
255822.11 4064409.26 0.00532 255847.11 4064409.26 0.00594
255872.11 4064409.26 0.00668 255897.11 4064409.26 0.00759
255547.11 4064434.26 0.00214 255572.11 4064434.26 0.00227
255597.11 4064434.26 0.00243 255622.11 4064434.26 0.00259
255647.11 4064434.26 0.00278 255672.11 4064434.26 0.00299
255697.11 4064434.26 0.00323 255722.11 4064434.26 0.00350
255747.11 4064434.26 0.00381 255772.11 4064434.26 0.00417
255797.11 4064434.26 0.00458 255822.11 4064434.26 0.00506
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 16
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000393 , L0000394
, L0000395 , L0000396 , L0000397 ,
L0000398 , L0000399 , L0000400 , L0000401 , L0000402 , L0000403 , L0000404 , L0000405 ,
L0000406 , L0000407 , L0000408 , L0000409 , L0000410 , L0000411 , L0000412 , L0000413 ,
L0000414 , L0000415 , L0000416 , L0000417 , L0000418 , L0000419 , L0000420 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC X-COORD (M)
Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
255847.11 4064434.26 0.00563 255872.11 4064434.26 0.00631
255897.11 4064434.26 0.00713 255822.11 4064459.26 0.00475
255847.11 4064459.26 0.00526 255872.11 4064459.26 0.00585
255897.11 4064459.26 0.00656 256347.11 4064459.26 0.00272
256372.11 4064459.26 0.00239 256397.11 4064459.26 0.00212
256422.11 4064459.26 0.00189 255822.11 4064484.26 0.00442
255847.11 4064484.26 0.00486 255872.11 4064484.26 0.00536
255897.11 4064484.26 0.00595 256347.11 4064484.26 0.00220
256372.11 4064484.26 0.00197 256397.11 4064484.26 0.00177
256422.11 4064484.26 0.00160 255822.11 4064509.26 0.00409
255847.11 4064509.26 0.00446 255872.11 4064509.26 0.00488
255897.11 4064509.26 0.00534 255922.11 4064509.26 0.00586
256347.11 4064509.26 0.00181 256372.11 4064509.26 0.00165
256397.11 4064509.26 0.00150 256422.11 4064509.26 0.00138
255822.11 4064534.26 0.00377 255847.11 4064534.26 0.00407
255872.11 4064534.26 0.00440 255897.11 4064534.26 0.00475
255922.11 4064534.26 0.00510 256347.11 4064534.26 0.00153
256372.11 4064534.26 0.00140 256397.11 4064534.26 0.00129
256422.11 4064534.26 0.00119 255822.11 4064559.26 0.00346
255847.11 4064559.26 0.00369 255872.11 4064559.26 0.00393
255897.11 4064559.26 0.00416 255922.11 4064559.26 0.00434
256347.11 4064559.26 0.00131 256372.11 4064559.26 0.00121
256397.11 4064559.26 0.00112 256422.11 4064559.26 0.00104
255822.11 4064584.26 0.00315 255847.11 4064584.26 0.00331
255872.11 4064584.26 0.00346 255897.11 4064584.26 0.00357
255922.11 4064584.26 0.00363 256347.11 4064584.26 0.00113
256372.11 4064584.26 0.00105 256397.11 4064584.26 0.00098
256422.11 4064584.26 0.00092 255822.11 4064609.26 0.00283
255847.11 4064609.26 0.00292 255872.11 4064609.26 0.00299
255897.11 4064609.26 0.00302 255922.11 4064609.26 0.00302
256347.11 4064609.26 0.00099 256372.11 4064609.26 0.00093
256397.11 4064609.26 0.00087 256422.11 4064609.26 0.00082
255822.11 4064634.26 0.00251 255847.11 4064634.26 0.00255
255872.11 4064634.26 0.00256 255897.11 4064634.26 0.00255
255922.11 4064634.26 0.00251 256347.11 4064634.26 0.00087
256372.11 4064634.26 0.00082 256397.11 4064634.26 0.00078
256422.11 4064634.26 0.00074 255822.11 4064659.26 0.00220
255847.11 4064659.26 0.00220 255872.11 4064659.26 0.00218
255897.11 4064659.26 0.00215 255922.11 4064659.26 0.00211
255947.11 4064659.26 0.00207 255972.11 4064659.26 0.00204
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 17
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** THE ANNUAL AVERAGE CONCENTRATION VALUES AVERAGED OVER 5 YEARS FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000393 , L0000394
, L0000395 , L0000396 , L0000397 ,
L0000398 , L0000399 , L0000400 , L0000401 , L0000402 , L0000403 , L0000404 , L0000405 ,
L0000406 , L0000407 , L0000408 , L0000409 , L0000410 , L0000411 , L0000412 , L0000413 ,
L0000414 , L0000415 , L0000416 , L0000417 , L0000418 , L0000419 , L0000420 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC X-COORD (M)
Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
255997.11 4064659.26 0.00200 256022.11 4064659.26 0.00195
256047.11 4064659.26 0.00189 256072.11 4064659.26 0.00182
256097.11 4064659.26 0.00172 256122.11 4064659.26 0.00161
256147.11 4064659.26 0.00150 256172.11 4064659.26 0.00139
256197.11 4064659.26 0.00128 256222.11 4064659.26 0.00116
256247.11 4064659.26 0.00105 256272.11 4064659.26 0.00095
256297.11 4064659.26 0.00087 256322.11 4064659.26 0.00081
256347.11 4064659.26 0.00077 256372.11 4064659.26 0.00073
256397.11 4064659.26 0.00070 256422.11 4064659.26 0.00066
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 18
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** THE SUMMARY OF MAXIMUM ANNUAL RESULTS
AVERAGED OVER 5 YEARS ***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
NETWORK
GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV,
ZHILL, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ALL 1ST HIGHEST VALUE IS 0.01897 AT ( 256297.11, 4064209.26, 91.53,
91.53, 1.80) DC
2ND HIGHEST VALUE IS 0.01855 AT ( 256272.11, 4064209.26, 91.38,
91.38, 1.80) DC
3RD HIGHEST VALUE IS 0.01796 AT ( 256322.11, 4064209.26, 91.66,
91.66, 1.80) DC
4TH HIGHEST VALUE IS 0.01736 AT ( 256247.11, 4064209.26, 91.28,
91.28, 1.80) DC
5TH HIGHEST VALUE IS 0.01592 AT ( 256222.11, 4064209.26, 91.32,
91.32, 1.80) DC
6TH HIGHEST VALUE IS 0.01462 AT ( 256322.11, 4064184.26, 91.52,
91.52, 1.80) DC
7TH HIGHEST VALUE IS 0.01453 AT ( 256297.11, 4064184.26, 91.15,
91.15, 1.80) DC
8TH HIGHEST VALUE IS 0.01387 AT ( 256197.11, 4064209.26, 91.40,
91.40, 1.80) DC
9TH HIGHEST VALUE IS 0.01368 AT ( 256272.11, 4064184.26, 90.90,
90.90, 1.80) DC
10TH HIGHEST VALUE IS 0.01250 AT ( 256247.11, 4064184.26, 90.80,
90.80, 1.80) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 24142 *** *** C:\Users\kurtl\OneDrive\Desktop\Fresno Regional Training\Fresno Regi *** 07/16/26
*** AERMET - VERSION 21112 *** ***
*** 11:03:40
PAGE 19
*** MODELOPTs: RegDFAULT CONC ELEV FLGPOL RURAL ADJ_U* *** Message Summary : AERMOD Model Execution ***
--------- Summary of Total Messages --------
A Total of 0 Fatal Error Message(s)
A Total of 4 Warning Message(s)
A Total of 1361 Informational Message(s)
A Total of 43824 Hours Were Processed
A Total of 750 Calm Hours Identified
A Total of 611 Missing Hours Identified ( 1.39 Percent)
******** FATAL ERROR MESSAGES ********
*** NONE ***
******** WARNING MESSAGES ********
ME W186 311 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used
0.50 ME W187 311 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET
MX W420 7582 METQA: Wind Speed Out-of-Range. KURDAT = 18111222
MX W420 7588 METQA: Wind Speed Out-of-Range. KURDAT = 18111304
************************************
*** AERMOD Finishes Successfully ***
************************************
Fresno Fire Department Regional Training Center Project EIR Addendum
APPENDIX D
Updated CNDDB Results
Species
Element Code
Federal Status
State Status
Global Rank
State Rank
Rare Plant
Rank/CDFW
SSC or FP
Ambystoma californiense pop. 1
California tiger salamander - central California DPS
AAAAA01181
Threatened
Threatened
G3T3
S3
WL
Anniella pulchra
northern legless lizard
ARACC01020
None
None
G3
S2S3
SSC
Antrozous pallidus
pallid bat
AMACC10010
None
None
G4
S3
SSC
Arizona elegans occidentalis
California glossy snake
ARADB01017
None
None
G5T2
S2
SSC
Bombus pensylvanicus
American bumble bee
IIHYM24260
None
None
G3G4
S2
Buteo swainsoni
Swainson's hawk
ABNKC19070
None
Threatened
G5
S4
Caulanthus californicus
California jewelflower
PDBRA31010
Endangered
Endangered
G1
S1
1B.1
Coccyzus americanus occidentalis
western yellow-billed cuckoo
ABNRB02022
Threatened
Endangered
G5T2T3
S1
Efferia antiochi
Antioch efferian robberfly
IIDIP07010
None
None
G1G2
S1S2
Eumops perotis californicus
western mastiff bat
AMACD02011
None
None
G4G5T4
S3S4
SSC
Imperata brevifolia
California satintail
PMPOA3D020
None
None
G3
S3
2B.1
Lasiurus cinereus
hoary bat
AMACC05032
None
None
G3G4
S4
Leptosiphon serrulatus
Madera leptosiphon
PDPLM09130
None
None
G3
S3
1B.2
Lytta molesta
molestan blister beetle
IICOL4C030
None
None
G2
S2
Metapogon hurdi
Hurd's metapogon robberfly
IIDIP08010
None
None
G1G2
S1S2
Perognathus inornatus
San Joaquin pocket mouse
AMAFD01060
None
None
G3
S2S3
Phrynosoma blainvillii
coast horned lizard
ARACF12100
None
None
G4
S4
SSC
Record Count: 17
Quad<span style='color:Red'> IS </span>(Malaga (3611966)<span style='color:Red'> OR </span>Fresno South (3611967)) Query Criteria:
Report Printed on Wednesday, July 15, 2026