Agenda packet — Duarte City Council, September 23, 2025 (part 4 of 5)

EMISFACT HAUL0048 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0048 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0049 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0049 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0049 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0049 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0050 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0050 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0050 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0050 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0051 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0051 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0051 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0051 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0052 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0052 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0052 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0052 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0053 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0053 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0053 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0053 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0054 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0054 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0054 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0054 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0055 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0055 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0055 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0055 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0056 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0056 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0056 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0056 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0057 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0057 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0057 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0057 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0058 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0058 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0058 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0058 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0059 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0059 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0059 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0059 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0060 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0060 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0060 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0060 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0061 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0061 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0061 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0061 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0062 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0062 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0062 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0062 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0
EMISFACT HAUL0063 HRDOW 0.0 0.0 0.0 0.0 0.0 0.0
EMISFACT HAUL0063 HRDOW 0.0 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0063 HRDOW 1.6 1.6 1.6 1.6 1.6 1.6
EMISFACT HAUL0063 HRDOW 1.6 1.6 1.6 1.6 0.0 0.0

SRCGROUP CONSTRUC CONSTRUCTION
SRCGROUP HAUL HAUL0001 HAUL0002 HAUL0003 HAUL0004 HAUL0005 HAUL0006 SRCGROUP HAUL HAUL0007 HAUL0008 HAUL0009 HAUL0010 HAUL0011 HAUL0012 SRCGROUP HAUL HAUL0013 HAUL0014 HAUL0015 HAUL0016 HAUL0017 HAUL0018 SRCGROUP HAUL HAUL0019 HAUL0020 HAUL0021 HAUL0022 HAUL0023 HAUL0024 SRCGROUP HAUL HAUL0025 HAUL0026 HAUL0027 HAUL0028 HAUL0029 HAUL0030 SRCGROUP HAUL HAUL0031 HAUL0032 HAUL0033 HAUL0034 HAUL0035 HAUL0036 SRCGROUP HAUL HAUL0037 HAUL0038 HAUL0039 HAUL0040 HAUL0041 HAUL0042 SRCGROUP HAUL HAUL0043 HAUL0044 HAUL0045 HAUL0046 HAUL0047 HAUL0048 SRCGROUP HAUL HAUL0049 HAUL0050 HAUL0051 HAUL0052 HAUL0053 HAUL0054 SRCGROUP HAUL HAUL0055 HAUL0056 HAUL0057 HAUL0058 HAUL0059 HAUL0060 SRCGROUP HAUL HAUL0061 HAUL0062 HAUL0063

SRCGROUP ALL

SO FINISHED

Page 310 of 404 ends

**
****************************************
** AERMOD Receptor Pathway
****************************************
**
**

RE STARTING
INCLUDED "Andres Duarte School Construction.rou"

RE FINISHED
**
****************************************
** AERMOD Meteorology Pathway
****************************************
**
**

ME STARTING
SURFFILE "MET\AzusaADJU (1)\AZUS_V9_ADJU\AZUS_v9.SFC"
PROFFILE "MET\AzusaADJU (1)\AZUS_V9_ADJU\AZUS_v9.PFL"
SURFDATA 3179 2012
UAIRDATA 3190 2012
SITEDATA 99999 2012
PROFBASE 182.0 METERS

ME FINISHED
**
****************************************
** AERMOD Output Pathway
****************************************
**
**

OU STARTING
RECTABLE ALLAVE 1ST
RECTABLE 1 1ST
** Auto-Generated Plotfiles
PLOTFILE 1 ALL 1ST "Andres Duarte School Construction.AD\01H1GALL.PLT" 31 PLOTFILE 1 CONSTRUC 1ST "Andres Duarte School Construction.AD\01H1G001.PLT" 32 PLOTFILE 1 HAUL 1ST "Andres Duarte School Construction.AD\01H1G002.PLT" 33 PLOTFILE PERIOD ALL "Andres Duarte School Construction.AD\PE00GALL.PLT" 34 PLOTFILE PERIOD CONSTRUC "Andres Duarte School Construction.AD\PE00G001.PLT" 35 PLOTFILE PERIOD HAUL "Andres Duarte School Construction.AD\PE00G002.PLT" 36 SUMMFILE "Andres Duarte School Construction.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 1010 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 1010 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET ***********************************
*** SETUP Finishes Successfully ***
***********************************
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 1
*** MODELOPTs: RegDFAULT CONC ELEV URBAN 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.

Page 311 of 404 ends

* 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 URBAN Dispersion Algorithm for the SBL for 64 Source(s), for Total of 1 Urban Area(s):

Urban Population = 9818605.0 ; Urban Roughness Length = 1.000 m * Urban Roughness Length of 1.0 Meter Used.
* ADJ_U* - Use ADJ_U* option for SBL in AERMET
* TEMP_Sub - Meteorological data includes TEMP substitutions * Model Assumes No FLAGPOLE Receptor Heights.
* The User Specified a Pollutant Type of: CONST

**Model Calculates 1 Short Term Average(s) of: 1-HR
and Calculates PERIOD Averages

**This Run Includes: 64 Source(s); 3 Source Group(s); and 327 Receptor(s) with: 0 POINT(s), including
0 POINTCAP(s) and 0 POINTHOR(s)
and: 63 VOLUME source(s)
and: 1 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: 16216

**Output Options Selected:

Model Outputs Tables of PERIOD Averages by Receptor
Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) 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) = 182.00 ; 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 = 3.7 MB of RAM.

**Input Runstream File: aermod.inp
**Output Print File: aermod.out
**Detailed Error/Message File: Andres Duarte School Construction.err **File for Summary of Results: Andres Duarte School Construction.sum *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 2
*** MODELOPTs: RegDFAULT CONC ELEV URBAN 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HAUL0001 0 0.15873E-01 412063.9 3777749.9 166.5 3.63 7.91 3.37 YES HRDOW NO HAUL0002 0 0.15873E-01 412063.8 3777732.9 166.3 3.63 7.91 3.37 YES HRDOW NO HAUL0003 0 0.15873E-01 412063.6 3777715.9 166.2 3.63 7.91 3.37 YES HRDOW NO HAUL0004 0 0.15873E-01 412063.4 3777698.9 166.1 3.63 7.91 3.37 YES HRDOW NO HAUL0005 0 0.15873E-01 412063.2 3777681.9 165.8 3.63 7.91 3.37 YES HRDOW NO

Page 312 of 404 ends

HAUL0006 0 0.15873E-01 412063.1 3777664.9 165.2 3.63 7.91 3.37 YES HRDOW NO HAUL0007 0 0.15873E-01 412076.7 3777661.5 165.3 3.63 7.91 3.37 YES HRDOW NO HAUL0008 0 0.15873E-01 412093.7 3777661.5 165.5 3.63 7.91 3.37 YES HRDOW NO HAUL0009 0 0.15873E-01 412110.7 3777661.4 165.7 3.63 7.91 3.37 YES HRDOW NO HAUL0010 0 0.15873E-01 412127.7 3777661.4 165.9 3.63 7.91 3.37 YES HRDOW NO HAUL0011 0 0.15873E-01 412144.7 3777661.4 166.1 3.63 7.91 3.37 YES HRDOW NO HAUL0012 0 0.15873E-01 412161.7 3777661.3 166.3 3.63 7.91 3.37 YES HRDOW NO HAUL0013 0 0.15873E-01 412178.7 3777661.3 166.5 3.63 7.91 3.37 YES HRDOW NO HAUL0014 0 0.15873E-01 412195.7 3777661.2 166.7 3.63 7.91 3.37 YES HRDOW NO HAUL0015 0 0.15873E-01 412212.7 3777661.2 166.9 3.63 7.91 3.37 YES HRDOW NO HAUL0016 0 0.15873E-01 412229.7 3777661.3 167.2 3.63 7.91 3.37 YES HRDOW NO HAUL0017 0 0.15873E-01 412246.7 3777661.5 167.3 3.63 7.91 3.37 YES HRDOW NO HAUL0018 0 0.15873E-01 412254.4 3777670.5 167.4 3.63 7.91 3.37 YES HRDOW NO HAUL0019 0 0.15873E-01 412254.5 3777687.5 167.6 3.63 7.91 3.37 YES HRDOW NO HAUL0020 0 0.15873E-01 412254.5 3777704.5 167.8 3.63 7.91 3.37 YES HRDOW NO HAUL0021 0 0.15873E-01 412254.6 3777721.5 167.9 3.63 7.91 3.37 YES HRDOW NO HAUL0022 0 0.15873E-01 412254.7 3777738.5 168.1 3.63 7.91 3.37 YES HRDOW NO HAUL0023 0 0.15873E-01 412254.7 3777755.5 168.2 3.63 7.91 3.37 YES HRDOW NO HAUL0024 0 0.15873E-01 412254.8 3777772.5 168.4 3.63 7.91 3.37 YES HRDOW NO HAUL0025 0 0.15873E-01 412254.9 3777789.5 168.6 3.63 7.91 3.37 YES HRDOW NO HAUL0026 0 0.15873E-01 412255.0 3777806.5 168.8 3.63 7.91 3.37 YES HRDOW NO HAUL0027 0 0.15873E-01 412255.0 3777823.5 169.0 3.63 7.91 3.37 YES HRDOW NO HAUL0028 0 0.15873E-01 412255.1 3777840.5 169.2 3.63 7.91 3.37 YES HRDOW NO HAUL0029 0 0.15873E-01 412255.3 3777857.5 169.5 3.63 7.91 3.37 YES HRDOW NO HAUL0030 0 0.15873E-01 412255.6 3777874.5 169.6 3.63 7.91 3.37 YES HRDOW NO HAUL0031 0 0.15873E-01 412256.0 3777891.5 169.7 3.63 7.91 3.37 YES HRDOW NO HAUL0032 0 0.15873E-01 412256.4 3777908.5 169.8 3.63 7.91 3.37 YES HRDOW NO HAUL0033 0 0.15873E-01 412256.8 3777925.5 169.8 3.63 7.91 3.37 YES HRDOW NO HAUL0034 0 0.15873E-01 412257.1 3777942.5 169.9 3.63 7.91 3.37 YES HRDOW NO HAUL0035 0 0.15873E-01 412257.5 3777959.5 169.9 3.63 7.91 3.37 YES HRDOW NO HAUL0036 0 0.15873E-01 412257.9 3777976.5 170.0 3.63 7.91 3.37 YES HRDOW NO HAUL0037 0 0.15873E-01 412258.1 3777993.5 170.1 3.63 7.91 3.37 YES HRDOW NO HAUL0038 0 0.15873E-01 412258.2 3778010.5 170.3 3.63 7.91 3.37 YES HRDOW NO HAUL0039 0 0.15873E-01 412258.4 3778027.5 170.3 3.63 7.91 3.37 YES HRDOW NO HAUL0040 0 0.15873E-01 412258.6 3778044.5 170.5 3.63 7.91 3.37 YES HRDOW NO *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 3
*** MODELOPTs: RegDFAULT CONC ELEV URBAN 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HAUL0041 0 0.15873E-01 412258.7 3778061.5 170.9 3.63 7.91 3.37 YES HRDOW NO HAUL0042 0 0.15873E-01 412248.6 3778068.3 170.6 3.63 7.91 3.37 YES HRDOW NO HAUL0043 0 0.15873E-01 412231.6 3778068.4 170.5 3.63 7.91 3.37 YES HRDOW NO HAUL0044 0 0.15873E-01 412214.6 3778068.4 170.4 3.63 7.91 3.37 YES HRDOW NO HAUL0045 0 0.15873E-01 412197.6 3778068.5 170.2 3.63 7.91 3.37 YES HRDOW NO HAUL0046 0 0.15873E-01 412180.6 3778068.5 170.2 3.63 7.91 3.37 YES HRDOW NO HAUL0047 0 0.15873E-01 412163.6 3778068.5 170.1 3.63 7.91 3.37 YES HRDOW NO HAUL0048 0 0.15873E-01 412146.6 3778068.6 170.0 3.63 7.91 3.37 YES HRDOW NO HAUL0049 0 0.15873E-01 412129.6 3778068.6 169.8 3.63 7.91 3.37 YES HRDOW NO HAUL0050 0 0.15873E-01 412112.6 3778068.6 169.6 3.63 7.91 3.37 YES HRDOW NO HAUL0051 0 0.15873E-01 412095.6 3778068.7 169.5 3.63 7.91 3.37 YES HRDOW NO HAUL0052 0 0.15873E-01 412078.6 3778068.7 169.3 3.63 7.91 3.37 YES HRDOW NO HAUL0053 0 0.15873E-01 412061.6 3778068.8 169.2 3.63 7.91 3.37 YES HRDOW NO HAUL0054 0 0.15873E-01 412044.6 3778068.8 169.1 3.63 7.91 3.37 YES HRDOW NO HAUL0055 0 0.15873E-01 412027.6 3778068.8 168.9 3.63 7.91 3.37 YES HRDOW NO HAUL0056 0 0.15873E-01 412010.6 3778068.9 168.7 3.63 7.91 3.37 YES HRDOW NO HAUL0057 0 0.15873E-01 411993.6 3778068.9 168.6 3.63 7.91 3.37 YES HRDOW NO HAUL0058 0 0.15873E-01 411976.6 3778068.9 168.2 3.63 7.91 3.37 YES HRDOW NO HAUL0059 0 0.15873E-01 411959.6 3778069.0 168.0 3.63 7.91 3.37 YES HRDOW NO HAUL0060 0 0.15873E-01 411942.6 3778069.0 167.7 3.63 7.91 3.37 YES HRDOW NO HAUL0061 0 0.15873E-01 411925.6 3778069.1 167.5 3.63 7.91 3.37 YES HRDOW NO HAUL0062 0 0.15873E-01 411908.6 3778069.1 167.4 3.63 7.91 3.37 YES HRDOW NO HAUL0063 0 0.15873E-01 411896.6 3778063.7 167.2 3.63 7.91 3.37 YES HRDOW NO *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 4
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*

Page 313 of 404 ends

*** 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION 0 0.19474E-04 411890.5 3777813.3 164.4 5.00 8 1.40 YES HRDOW NO *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 5
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** SOURCE IDs DEFINING SOURCE GROUPS ***
SRCGROUP ID SOURCE IDs
----------- ----------

CONSTRUC CONSTRUCTION,
HAUL HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , HAUL0029 , HAUL0030 , HAUL0031 , HAUL0032 , HAUL0033 , HAUL0034 , HAUL0035 , HAUL0036 , HAUL0037 , HAUL0038 , HAUL0039 , HAUL0040 , HAUL0041 , HAUL0042 , HAUL0043 , HAUL0044 , HAUL0045 , HAUL0046 , HAUL0047 , HAUL0048 , HAUL0049 , HAUL0050 , HAUL0051 , HAUL0052 , HAUL0053 , HAUL0054 , HAUL0055 , HAUL0056 , HAUL0057 , HAUL0058 , HAUL0059 , HAUL0060 , HAUL0061 , HAUL0062 , HAUL0063 , ALL CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , HAUL0029 , HAUL0030 , HAUL0031 , HAUL0032 , HAUL0033 , HAUL0034 , HAUL0035 , HAUL0036 , HAUL0037 , HAUL0038 , HAUL0039 , HAUL0040 , HAUL0041 , HAUL0042 , HAUL0043 , HAUL0044 , HAUL0045 , HAUL0046 , HAUL0047 , HAUL0048 , HAUL0049 , HAUL0050 , HAUL0051 , HAUL0052 , HAUL0053 , HAUL0054 , HAUL0055 , HAUL0056 , HAUL0057 , HAUL0058 , HAUL0059 , HAUL0060 , HAUL0061 , HAUL0062 , HAUL0063 , *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 6
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** SOURCE IDs DEFINED AS URBAN SOURCES ***
URBAN ID URBAN POP SOURCE IDs
-------- --------- ----------
9818605. CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 ,
HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , HAUL0029 , HAUL0030 , HAUL0031 , HAUL0032 , HAUL0033 , HAUL0034 , HAUL0035 , HAUL0036 , HAUL0037 , HAUL0038 , HAUL0039 ,

Page 314 of 404 ends

HAUL0040 , HAUL0041 , HAUL0042 , HAUL0043 , HAUL0044 , HAUL0045 , HAUL0046 , HAUL0047 , HAUL0048 , HAUL0049 , HAUL0050 , HAUL0051 , HAUL0052 , HAUL0053 , HAUL0054 , HAUL0055 , HAUL0056 , HAUL0057 , HAUL0058 , HAUL0059 , HAUL0060 , HAUL0061 , HAUL0062 , HAUL0063 , *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 7
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = CONSTRUCTION ; SOURCE TYPE = AREAPOLY :

Page 315 of 404 ends

* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0003 ; SOURCE TYPE = VOLUME :

Page 316 of 404 ends

DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 14
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0007 ; SOURCE TYPE = VOLUME :

Page 317 of 404 ends

PAGE 17
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0010 ; SOURCE TYPE = VOLUME :

Page 318 of 404 ends

9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 21
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0014 ; SOURCE TYPE = VOLUME :

Page 319 of 404 ends

*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 24
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0017 ; SOURCE TYPE = VOLUME :

HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 320 of 404 ends

DAY OF WEEK = WEEKDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 28
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0021 ; SOURCE TYPE = VOLUME :

Page 321 of 404 ends

9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 31
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0024 ; SOURCE TYPE = VOLUME :

Page 322 of 404 ends

Page 323 of 404 ends

DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 38
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0031 ; SOURCE TYPE = VOLUME :

Page 324 of 404 ends

SOURCE ID = HAUL0034 ; SOURCE TYPE = VOLUME :

Page 325 of 404 ends

9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 45
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0038 ; SOURCE TYPE = VOLUME :

Page 326 of 404 ends

* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0041 ; SOURCE TYPE = VOLUME :

Page 327 of 404 ends

DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 52
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0045 ; SOURCE TYPE = VOLUME :

Page 328 of 404 ends

PAGE 55
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0048 ; SOURCE TYPE = VOLUME :

Page 329 of 404 ends

9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 59
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0052 ; SOURCE TYPE = VOLUME :

Page 330 of 404 ends

*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 62
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0055 ; SOURCE TYPE = VOLUME :

Page 331 of 404 ends

DAY OF WEEK = WEEKDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 66
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0059 ; SOURCE TYPE = VOLUME :

Page 332 of 404 ends

9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 69
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE EMISSION RATE SCALARS WHICH VARY DIURNALLY AND BY DAY OF WEEK (HRDOW) * SOURCE ID = HAUL0062 ; SOURCE TYPE = VOLUME :

HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DAY OF WEEK = WEEKDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SATURDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 DAY OF WEEK = SUNDAY
1 .0000E+00 2 .0000E+00 3 .0000E+00 4 .0000E+00 5 .0000E+00 6 .0000E+00 7 .0000E+00 8 .1600E+01 9 .1600E+01 10 .1600E+01 11 .1600E+01 12 .1600E+01 13 .1600E+01 14 .1600E+01 15 .1600E+01 16 .1600E+01 17 .1600E+01 18 .1600E+01 19 .1600E+01 20 .1600E+01 21 .1600E+01 22 .1600E+01 23 .0000E+00 24 .0000E+00 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 71
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 411893.3, 3777816.1, 164.6, 164.6, 0.0); ( 411913.3, 3777816.1, 165.4, 165.4, 0.0); ( 411933.3, 3777816.1, 165.7, 165.7, 0.0); ( 411953.3, 3777816.1, 165.9, 165.9, 0.0); ( 411973.3, 3777816.1, 166.1, 166.1, 0.0); ( 411993.3, 3777816.1, 166.2, 166.2, 0.0); ( 412013.3, 3777816.1, 166.4, 166.4, 0.0); ( 412033.3, 3777816.1, 166.6, 166.6, 0.0); ( 412053.3, 3777816.1, 167.0, 167.0, 0.0); ( 412073.3, 3777816.1, 167.2, 167.2, 0.0); ( 412093.3, 3777816.1, 167.6, 167.6, 0.0); ( 412113.3, 3777816.1, 167.9, 167.9, 0.0); ( 412133.3, 3777816.1, 168.0, 168.0, 0.0); ( 412153.3, 3777816.1, 168.3, 168.3, 0.0); ( 412173.3, 3777816.1, 168.5, 168.5, 0.0); ( 412193.3, 3777816.1, 168.7, 168.7, 0.0); ( 412213.3, 3777816.1, 168.9, 168.9, 0.0); ( 412233.3, 3777816.1, 169.1, 169.1, 0.0); ( 412273.3, 3777816.1, 169.6, 169.6, 0.0); ( 412293.3, 3777816.1, 170.1, 170.1, 0.0); ( 412313.3, 3777816.1, 170.4, 170.4, 0.0); ( 412333.3, 3777816.1, 170.6, 170.6, 0.0); ( 412353.3, 3777816.1, 170.8, 170.8, 0.0); ( 412373.3, 3777816.1, 171.1, 171.1, 0.0); ( 412393.3, 3777816.1, 171.3, 171.3, 0.0); ( 412413.3, 3777816.1, 171.6, 171.6, 0.0); ( 412433.3, 3777816.1, 171.7, 171.7, 0.0); ( 412453.3, 3777816.1, 172.0, 172.0, 0.0); ( 412473.3, 3777816.1, 172.2, 172.2, 0.0); ( 411893.3, 3777836.1, 164.7, 164.7, 0.0); ( 411913.3, 3777836.1, 165.6, 165.6, 0.0); ( 411933.3, 3777836.1, 165.9, 165.9, 0.0); ( 411953.3, 3777836.1, 166.1, 166.1, 0.0); ( 411973.3, 3777836.1, 166.4, 166.4, 0.0); ( 411993.3, 3777836.1, 166.6, 166.6, 0.0); ( 412013.3, 3777836.1, 166.8, 166.8, 0.0); ( 412033.3, 3777836.1, 167.0, 167.0, 0.0); ( 412053.3, 3777836.1, 167.2, 167.2, 0.0); ( 412073.3, 3777836.1, 167.5, 167.5, 0.0); ( 412093.3, 3777836.1, 167.8, 167.8, 0.0); ( 412113.3, 3777836.1, 168.1, 168.1, 0.0); ( 412133.3, 3777836.1, 168.2, 168.2, 0.0);

Page 333 of 404 ends

( 412153.3, 3777836.1, 168.6, 168.6, 0.0); ( 412173.3, 3777836.1, 168.8, 168.8, 0.0); ( 412193.3, 3777836.1, 169.0, 169.0, 0.0); ( 412213.3, 3777836.1, 169.2, 169.2, 0.0); ( 412233.3, 3777836.1, 169.6, 169.6, 0.0); ( 412273.3, 3777836.1, 169.9, 169.9, 0.0); ( 412293.3, 3777836.1, 170.2, 170.2, 0.0); ( 412313.3, 3777836.1, 170.6, 170.6, 0.0); ( 412333.3, 3777836.1, 170.9, 170.9, 0.0); ( 412353.3, 3777836.1, 171.0, 171.0, 0.0); ( 412373.3, 3777836.1, 171.3, 171.3, 0.0); ( 412393.3, 3777836.1, 171.5, 171.5, 0.0); ( 412413.3, 3777836.1, 171.8, 171.8, 0.0); ( 412433.3, 3777836.1, 171.9, 171.9, 0.0); ( 412453.3, 3777836.1, 172.0, 172.0, 0.0); ( 412473.3, 3777836.1, 172.0, 172.0, 0.0); ( 411893.3, 3777876.1, 165.1, 165.1, 0.0); ( 411913.3, 3777876.1, 165.8, 165.8, 0.0); ( 411933.3, 3777876.1, 166.0, 166.0, 0.0); ( 411953.3, 3777876.1, 166.2, 166.2, 0.0); ( 411973.3, 3777876.1, 166.5, 166.5, 0.0); ( 411993.3, 3777876.1, 166.8, 166.8, 0.0); ( 412013.3, 3777876.1, 167.0, 167.0, 0.0); ( 412033.3, 3777876.1, 167.2, 167.2, 0.0); ( 412053.3, 3777876.1, 167.5, 167.5, 0.0); ( 412073.3, 3777876.1, 167.8, 167.8, 0.0); ( 412093.3, 3777876.1, 167.9, 167.9, 0.0); ( 412113.3, 3777876.1, 168.2, 168.2, 0.0); ( 412133.3, 3777876.1, 168.5, 168.5, 0.0); ( 412153.3, 3777876.1, 168.8, 168.8, 0.0); ( 412173.3, 3777876.1, 169.1, 169.1, 0.0); ( 412193.3, 3777876.1, 169.4, 169.4, 0.0); ( 412213.3, 3777876.1, 169.6, 169.6, 0.0); ( 412233.3, 3777876.1, 169.9, 169.9, 0.0); ( 412273.3, 3777876.1, 170.4, 170.4, 0.0); ( 412293.3, 3777876.1, 170.9, 170.9, 0.0); ( 412313.3, 3777876.1, 171.2, 171.2, 0.0); ( 412333.3, 3777876.1, 171.4, 171.4, 0.0); ( 412353.3, 3777876.1, 171.4, 171.4, 0.0); ( 412373.3, 3777876.1, 171.5, 171.5, 0.0); ( 412393.3, 3777876.1, 171.8, 171.8, 0.0); ( 412413.3, 3777876.1, 172.0, 172.0, 0.0); ( 412433.3, 3777876.1, 172.1, 172.1, 0.0); ( 412453.3, 3777876.1, 172.4, 172.4, 0.0); ( 412473.3, 3777876.1, 172.7, 172.7, 0.0); ( 411913.3, 3777896.1, 165.9, 165.9, 0.0); ( 411933.3, 3777896.1, 166.2, 166.2, 0.0); ( 411953.3, 3777896.1, 166.4, 166.4, 0.0); *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 72
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 411973.3, 3777896.1, 166.7, 166.7, 0.0); ( 411993.3, 3777896.1, 166.9, 166.9, 0.0); ( 412013.3, 3777896.1, 167.1, 167.1, 0.0); ( 412033.3, 3777896.1, 167.5, 167.5, 0.0); ( 412053.3, 3777896.1, 167.7, 167.7, 0.0); ( 412073.3, 3777896.1, 167.9, 167.9, 0.0); ( 412093.3, 3777896.1, 168.0, 168.0, 0.0); ( 412113.3, 3777896.1, 168.3, 168.3, 0.0); ( 412133.3, 3777896.1, 168.5, 168.5, 0.0); ( 412153.3, 3777896.1, 168.9, 168.9, 0.0); ( 412173.3, 3777896.1, 169.2, 169.2, 0.0); ( 412193.3, 3777896.1, 169.6, 169.6, 0.0); ( 412213.3, 3777896.1, 169.8, 169.8, 0.0); ( 412233.3, 3777896.1, 170.0, 170.0, 0.0); ( 412273.3, 3777896.1, 170.5, 170.5, 0.0); ( 412293.3, 3777896.1, 171.1, 171.1, 0.0); ( 412313.3, 3777896.1, 171.4, 171.4, 0.0); ( 412333.3, 3777896.1, 171.6, 171.6, 0.0); ( 412353.3, 3777896.1, 171.9, 171.9, 0.0); ( 412373.3, 3777896.1, 171.8, 171.8, 0.0); ( 412393.3, 3777896.1, 172.0, 172.0, 0.0); ( 412413.3, 3777896.1, 172.2, 172.2, 0.0); ( 412433.3, 3777896.1, 172.5, 172.5, 0.0); ( 412453.3, 3777896.1, 172.6, 172.6, 0.0); ( 412473.3, 3777896.1, 172.8, 172.8, 0.0); ( 411913.3, 3777916.1, 166.1, 166.1, 0.0); ( 411933.3, 3777916.1, 166.4, 166.4, 0.0); ( 411953.3, 3777916.1, 166.7, 166.7, 0.0); ( 411973.3, 3777916.1, 166.9, 166.9, 0.0); ( 411993.3, 3777916.1, 167.1, 167.1, 0.0); ( 412013.3, 3777916.1, 167.4, 167.4, 0.0); ( 412033.3, 3777916.1, 167.6, 167.6, 0.0); ( 412053.3, 3777916.1, 167.9, 167.9, 0.0); ( 412073.3, 3777916.1, 168.2, 168.2, 0.0); ( 412093.3, 3777916.1, 168.3, 168.3, 0.0); ( 412113.3, 3777916.1, 168.5, 168.5, 0.0); ( 412133.3, 3777916.1, 168.9, 168.9, 0.0); ( 412153.3, 3777916.1, 169.0, 169.0, 0.0); ( 412173.3, 3777916.1, 169.3, 169.3, 0.0); ( 412193.3, 3777916.1, 169.6, 169.6, 0.0); ( 412213.3, 3777916.1, 169.9, 169.9, 0.0); ( 412233.3, 3777916.1, 170.2, 170.2, 0.0); ( 412273.3, 3777916.1, 170.5, 170.5, 0.0); ( 412293.3, 3777916.1, 171.0, 171.0, 0.0); ( 412313.3, 3777916.1, 171.3, 171.3, 0.0); ( 412333.3, 3777916.1, 171.6, 171.6, 0.0); ( 412353.3, 3777916.1, 172.0, 172.0, 0.0); ( 412373.3, 3777916.1, 172.1, 172.1, 0.0); ( 412393.3, 3777916.1, 172.2, 172.2, 0.0); ( 412413.3, 3777916.1, 172.4, 172.4, 0.0); ( 412433.3, 3777916.1, 172.6, 172.6, 0.0); ( 412453.3, 3777916.1, 172.7, 172.7, 0.0); ( 412473.3, 3777916.1, 172.8, 172.8, 0.0); ( 411913.3, 3777956.1, 166.1, 166.1, 0.0); ( 411933.3, 3777956.1, 166.4, 166.4, 0.0); ( 411953.3, 3777956.1, 166.7, 166.7, 0.0); ( 411973.3, 3777956.1, 166.9, 166.9, 0.0); ( 411993.3, 3777956.1, 167.1, 167.1, 0.0); ( 412013.3, 3777956.1, 167.3, 167.3, 0.0); ( 412033.3, 3777956.1, 167.6, 167.6, 0.0); ( 412053.3, 3777956.1, 167.8, 167.8, 0.0); ( 412073.3, 3777956.1, 168.1, 168.1, 0.0); ( 412093.3, 3777956.1, 168.3, 168.3, 0.0); ( 412113.3, 3777956.1, 168.5, 168.5, 0.0); ( 412133.3, 3777956.1, 168.9, 168.9, 0.0); ( 412153.3, 3777956.1, 169.1, 169.1, 0.0); ( 412173.3, 3777956.1, 169.4, 169.4, 0.0); ( 412193.3, 3777956.1, 169.6, 169.6, 0.0); ( 412213.3, 3777956.1, 169.7, 169.7, 0.0); ( 412233.3, 3777956.1, 170.1, 170.1, 0.0); ( 412273.3, 3777956.1, 170.6, 170.6, 0.0); ( 412293.3, 3777956.1, 171.0, 171.0, 0.0); ( 412313.3, 3777956.1, 171.4, 171.4, 0.0); ( 412333.3, 3777956.1, 171.7, 171.7, 0.0); ( 412353.3, 3777956.1, 172.1, 172.1, 0.0); ( 412373.3, 3777956.1, 172.3, 172.3, 0.0); ( 412393.3, 3777956.1, 172.5, 172.5, 0.0); ( 412413.3, 3777956.1, 172.8, 172.8, 0.0); ( 412433.3, 3777956.1, 173.0, 173.0, 0.0); ( 412453.3, 3777956.1, 173.0, 173.0, 0.0); ( 412473.3, 3777956.1, 173.0, 173.0, 0.0); ( 411913.3, 3777976.1, 166.5, 166.5, 0.0); ( 411933.3, 3777976.1, 166.7, 166.7, 0.0); ( 411953.3, 3777976.1, 166.8, 166.8, 0.0); ( 411973.3, 3777976.1, 167.0, 167.0, 0.0); ( 411993.3, 3777976.1, 167.2, 167.2, 0.0);

Page 334 of 404 ends

( 412013.3, 3777976.1, 167.3, 167.3, 0.0); ( 412033.3, 3777976.1, 167.6, 167.6, 0.0); ( 412053.3, 3777976.1, 167.8, 167.8, 0.0); ( 412073.3, 3777976.1, 167.9, 167.9, 0.0); *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 73
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 412093.3, 3777976.1, 168.2, 168.2, 0.0); ( 412113.3, 3777976.1, 168.4, 168.4, 0.0); ( 412133.3, 3777976.1, 168.7, 168.7, 0.0); ( 412153.3, 3777976.1, 168.9, 168.9, 0.0); ( 412173.3, 3777976.1, 169.2, 169.2, 0.0); ( 412193.3, 3777976.1, 169.5, 169.5, 0.0); ( 412213.3, 3777976.1, 169.7, 169.7, 0.0); ( 412233.3, 3777976.1, 170.1, 170.1, 0.0); ( 412273.3, 3777976.1, 170.5, 170.5, 0.0); ( 412293.3, 3777976.1, 171.0, 171.0, 0.0); ( 412313.3, 3777976.1, 171.4, 171.4, 0.0); ( 412333.3, 3777976.1, 171.6, 171.6, 0.0); ( 412353.3, 3777976.1, 171.9, 171.9, 0.0); ( 412373.3, 3777976.1, 172.1, 172.1, 0.0); ( 412393.3, 3777976.1, 172.4, 172.4, 0.0); ( 412413.3, 3777976.1, 172.6, 172.6, 0.0); ( 412433.3, 3777976.1, 172.9, 172.9, 0.0); ( 412453.3, 3777976.1, 173.0, 173.0, 0.0); ( 412473.3, 3777976.1, 173.3, 173.3, 0.0); ( 412265.3, 3777635.3, 168.1, 168.1, 0.0); ( 412285.3, 3777635.3, 168.4, 168.4, 0.0); ( 412305.3, 3777635.3, 168.4, 168.4, 0.0); ( 412325.3, 3777635.3, 168.5, 168.5, 0.0); ( 412345.3, 3777635.3, 168.7, 169.2, 0.0); ( 412365.3, 3777635.3, 168.8, 168.8, 0.0); ( 412385.3, 3777635.3, 168.9, 169.5, 0.0); ( 412405.3, 3777635.3, 169.1, 169.6, 0.0); ( 412425.3, 3777635.3, 169.3, 169.3, 0.0); ( 412445.3, 3777635.3, 169.5, 169.5, 0.0); ( 412465.3, 3777635.3, 169.7, 169.7, 0.0); ( 412485.3, 3777635.3, 169.8, 169.8, 0.0); ( 412265.3, 3777655.3, 168.0, 168.0, 0.0); ( 412285.3, 3777655.3, 168.5, 168.5, 0.0); ( 412305.3, 3777655.3, 168.8, 168.8, 0.0); ( 412325.3, 3777655.3, 169.0, 169.0, 0.0); ( 412345.3, 3777655.3, 169.2, 169.2, 0.0); ( 412365.3, 3777655.3, 169.4, 169.4, 0.0); ( 412385.3, 3777655.3, 169.5, 169.5, 0.0); ( 412405.3, 3777655.3, 169.6, 169.6, 0.0); ( 412425.3, 3777655.3, 169.6, 169.6, 0.0); ( 412445.3, 3777655.3, 169.7, 169.7, 0.0); ( 412465.3, 3777655.3, 169.8, 169.8, 0.0); ( 412485.3, 3777655.3, 169.9, 169.9, 0.0); ( 412265.3, 3777675.3, 168.1, 168.1, 0.0); ( 412285.3, 3777675.3, 168.7, 168.7, 0.0); ( 412265.3, 3777695.3, 168.3, 168.3, 0.0); ( 412285.3, 3777695.3, 169.1, 169.1, 0.0); ( 412305.3, 3777695.3, 169.3, 169.3, 0.0); ( 412325.3, 3777695.3, 169.1, 169.1, 0.0); ( 412345.3, 3777695.3, 169.5, 169.5, 0.0); ( 412365.3, 3777695.3, 169.7, 169.7, 0.0); ( 412385.3, 3777695.3, 169.9, 169.9, 0.0); ( 412405.3, 3777695.3, 169.5, 169.5, 0.0); ( 412425.3, 3777695.3, 169.9, 169.9, 0.0); ( 412445.3, 3777695.3, 170.2, 170.2, 0.0); ( 412465.3, 3777695.3, 170.2, 170.2, 0.0); ( 412485.3, 3777695.3, 170.2, 170.2, 0.0); ( 412265.3, 3777715.3, 168.5, 168.5, 0.0); ( 412285.3, 3777715.3, 169.0, 169.0, 0.0); ( 412305.3, 3777715.3, 169.5, 169.5, 0.0); ( 412325.3, 3777715.3, 169.4, 169.4, 0.0); ( 412345.3, 3777715.3, 169.8, 169.8, 0.0); ( 412365.3, 3777715.3, 169.9, 169.9, 0.0); ( 412385.3, 3777715.3, 170.2, 170.2, 0.0); ( 412405.3, 3777715.3, 170.1, 170.1, 0.0); ( 412425.3, 3777715.3, 170.4, 170.4, 0.0); ( 412445.3, 3777715.3, 170.4, 170.4, 0.0); ( 412465.3, 3777715.3, 170.6, 170.6, 0.0); ( 412485.3, 3777715.3, 170.8, 170.8, 0.0); ( 412265.3, 3777735.3, 168.7, 168.7, 0.0); ( 412285.3, 3777735.3, 169.4, 169.4, 0.0); ( 412305.3, 3777735.3, 169.6, 169.6, 0.0); ( 412325.3, 3777735.3, 169.4, 169.4, 0.0); ( 412345.3, 3777735.3, 169.9, 169.9, 0.0); ( 412365.3, 3777735.3, 170.2, 170.2, 0.0); ( 412385.3, 3777735.3, 170.7, 170.7, 0.0); ( 412405.3, 3777735.3, 170.6, 170.6, 0.0); ( 412425.3, 3777735.3, 171.1, 171.1, 0.0); ( 412445.3, 3777735.3, 171.2, 171.2, 0.0); ( 412465.3, 3777735.3, 171.4, 171.4, 0.0); ( 412485.3, 3777735.3, 171.3, 171.3, 0.0); ( 412265.3, 3777755.3, 168.8, 168.8, 0.0); ( 412285.3, 3777755.3, 169.6, 169.6, 0.0); ( 412305.3, 3777755.3, 169.7, 169.7, 0.0); ( 412325.3, 3777755.3, 169.7, 169.7, 0.0); ( 412345.3, 3777755.3, 170.2, 170.2, 0.0); ( 412365.3, 3777755.3, 170.5, 170.5, 0.0); ( 412385.3, 3777755.3, 171.0, 171.0, 0.0); ( 412405.3, 3777755.3, 171.1, 171.1, 0.0); ( 412425.3, 3777755.3, 171.1, 171.1, 0.0); *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 74
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 412445.3, 3777755.3, 171.2, 171.2, 0.0); ( 412465.3, 3777755.3, 171.1, 171.1, 0.0); ( 412485.3, 3777755.3, 171.0, 171.0, 0.0); ( 412265.3, 3777775.3, 169.0, 169.4, 0.0); ( 412285.3, 3777775.3, 169.7, 169.7, 0.0); ( 412305.3, 3777775.3, 169.9, 169.9, 0.0); ( 412325.3, 3777775.3, 169.9, 169.9, 0.0); ( 412465.3, 3777775.3, 171.2, 171.2, 0.0); ( 412485.3, 3777775.3, 171.4, 171.4, 0.0); ( 412265.3, 3777795.3, 169.1, 169.1, 0.0); ( 412285.3, 3777795.3, 169.8, 169.8, 0.0); ( 412305.3, 3777795.3, 170.1, 170.1, 0.0); ( 412325.3, 3777795.3, 170.2, 170.2, 0.0); ( 412345.3, 3777795.3, 170.5, 170.5, 0.0); ( 412365.3, 3777795.3, 170.6, 170.6, 0.0); ( 412385.3, 3777795.3, 170.7, 170.7, 0.0); ( 412405.3, 3777795.3, 170.9, 170.9, 0.0); ( 412425.3, 3777795.3, 171.2, 171.2, 0.0); ( 412445.3, 3777795.3, 171.3, 171.3, 0.0); ( 412465.3, 3777795.3, 171.5, 171.5, 0.0); ( 412485.3, 3777795.3, 171.7, 171.7, 0.0); ( 412265.3, 3777815.3, 169.2, 169.2, 0.0);

Page 335 of 404 ends

( 412285.3, 3777815.3, 170.1, 170.1, 0.0); ( 412305.3, 3777815.3, 170.3, 170.3, 0.0); ( 412325.3, 3777815.3, 170.5, 170.5, 0.0); ( 412345.3, 3777815.3, 170.8, 170.8, 0.0); ( 412365.3, 3777815.3, 171.1, 171.1, 0.0); ( 412385.3, 3777815.3, 171.2, 171.2, 0.0); ( 412405.3, 3777815.3, 171.4, 171.4, 0.0); ( 412425.3, 3777815.3, 171.7, 171.7, 0.0); ( 412445.3, 3777815.3, 171.9, 171.9, 0.0); ( 412465.3, 3777815.3, 172.1, 172.1, 0.0); ( 412485.3, 3777815.3, 172.3, 172.3, 0.0); ( 412262.0, 3777984.8, 170.1, 170.1, 0.0); ( 412282.0, 3777984.8, 170.7, 170.7, 0.0); ( 412302.0, 3777984.8, 171.1, 171.1, 0.0); ( 412322.0, 3777984.8, 171.7, 171.7, 0.0); ( 412342.0, 3777984.8, 171.8, 171.8, 0.0); ( 412362.0, 3777984.8, 172.0, 172.0, 0.0); ( 412262.0, 3778004.8, 170.2, 170.2, 0.0); ( 412282.0, 3778004.8, 171.1, 171.1, 0.0); ( 412302.0, 3778004.8, 171.7, 171.7, 0.0); ( 412322.0, 3778004.8, 171.9, 171.9, 0.0); ( 412342.0, 3778004.8, 171.8, 171.8, 0.0); ( 412362.0, 3778004.8, 172.0, 172.0, 0.0); ( 412262.0, 3778024.8, 170.3, 170.3, 0.0); ( 412282.0, 3778024.8, 171.3, 171.3, 0.0); ( 412302.0, 3778024.8, 172.0, 172.0, 0.0); ( 412322.0, 3778024.8, 172.0, 172.0, 0.0); ( 412342.0, 3778024.8, 172.0, 172.0, 0.0); ( 412362.0, 3778024.8, 172.0, 172.0, 0.0); ( 412262.0, 3778044.8, 170.5, 170.5, 0.0); ( 412282.0, 3778044.8, 171.1, 171.1, 0.0); ( 412302.0, 3778044.8, 171.7, 171.7, 0.0); ( 412322.0, 3778044.8, 171.9, 171.9, 0.0); ( 412342.0, 3778044.8, 172.0, 172.0, 0.0); ( 412362.0, 3778044.8, 172.1, 172.1, 0.0);
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 75
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE-RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED * LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL

SOURCE - - RECEPTOR LOCATION - - DISTANCE

ID XR (METERS) YR (METERS) (METERS)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HAUL0018 412265.3 3777675.3 -5.07
HAUL0019 412265.3 3777675.3 -0.67
HAUL0019 412265.3 3777695.3 -3.64
HAUL0020 412265.3 3777695.3 -2.83
HAUL0020 412265.3 3777715.3 -1.74
HAUL0021 412265.3 3777715.3 -4.62
HAUL0021 412265.3 3777735.3 0.46
HAUL0022 412265.3 3777735.3 -5.89
HAUL0023 412265.3 3777755.3 -6.43
HAUL0024 412265.3 3777775.3 -6.14
HAUL0025 412265.3 3777775.3 0.61
HAUL0025 412265.3 3777795.3 -5.07
HAUL0026 412265.3 3777795.3 -1.75
HAUL0026 412265.3 3777815.3 -3.42
HAUL0027 412265.3 3777815.3 -3.85
HAUL0030 412273.3 3777876.1 0.70
HAUL0031 412273.3 3777896.1 0.86
HAUL0035 412273.3 3777956.1 -0.89
HAUL0036 412273.3 3777976.1 -1.61
HAUL0036 412262.0 3777984.8 -7.74
HAUL0037 412262.0 3777984.8 -7.50
HAUL0037 412262.0 3778004.8 -5.04
HAUL0038 412262.0 3778004.8 -10.21
HAUL0038 412262.0 3778024.8 -2.21
HAUL0039 412262.0 3778024.8 -12.54
HAUL0039 412262.0 3778044.8 0.68
HAUL0040 412262.0 3778044.8 -13.58
HAUL0041 412262.0 3778044.8 -0.01
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 76
*** MODELOPTs: RegDFAULT CONC ELEV URBAN 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 1

Page 336 of 404 ends

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 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 77
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** Surface file: MET\AzusaADJU (1)\AZUS_V9_ADJU\AZUS_v9.SFC Met Version: 16216 Profile file: MET\AzusaADJU (1)\AZUS_V9_ADJU\AZUS_v9.PFL Surface format: FREE
Profile format: FREE
Surface station no.: 3179 Upper air station no.: 3190
Name: UNKNOWN Name: UNKNOWN
Year: 2012 Year: 2012
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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 01 1 01 -21.3 0.224 -9.000 -9.000 -999. 255. 55.3 0.36 1.68 1.00 1.80 20. 9.1 293.1 5.5 12 01 01 1 02 -32.6 0.342 -9.000 -9.000 -999. 481. 128.9 0.36 1.68 1.00 2.70 99. 9.1 293.1 5.5 12 01 01 1 03 -26.4 0.277 -9.000 -9.000 -999. 351. 84.1 0.36 1.68 1.00 2.20 14. 9.1 292.0 5.5 12 01 01 1 04 -32.6 0.342 -9.000 -9.000 -999. 480. 128.9 0.36 1.68 1.00 2.70 10. 9.1 292.5 5.5 12 01 01 1 05 -26.4 0.277 -9.000 -9.000 -999. 351. 84.1 0.36 1.68 1.00 2.20 12. 9.1 292.5 5.5 12 01 01 1 06 -21.6 0.224 -9.000 -9.000 -999. 256. 55.2 0.36 1.68 1.00 1.80 118. 9.1 289.2 5.5 12 01 01 1 07 -26.6 0.277 -9.000 -9.000 -999. 349. 84.1 0.36 1.68 1.00 2.20 64. 9.1 290.9 5.5 12 01 01 1 08 -1.3 0.062 -9.000 -9.000 -999. 124. 16.5 0.36 1.68 0.55 0.40 36. 9.1 290.9 5.5 12 01 01 1 09 38.1 0.160 0.348 0.008 39. 153. -9.5 0.36 1.68 0.32 0.90 124. 9.1 293.8 5.5 12 01 01 1 10 99.5 0.179 0.693 0.007 119. 181. -5.1 0.36 1.68 0.25 0.90 21. 9.1 298.1 5.5 12 01 01 1 11 142.6 0.494 1.086 0.005 321. 832. -75.2 0.36 1.68 0.22 3.60 141. 9.1 299.9 5.5 12 01 01 1 12 162.8 0.442 1.385 0.005 582. 709. -47.3 0.36 1.68 0.21 3.10 122. 9.1 299.9 5.5 12 01 01 1 13 164.4 0.298 1.634 0.005 946. 405. -14.3 0.36 1.68 0.21 1.80 114. 9.1 300.9 5.5 12 01 01 1 14 142.7 0.293 1.718 0.005 1265. 382. -15.8 0.36 1.68 0.22 1.80 93. 9.1 302.5 5.5 12 01 01 1 15 96.7 0.283 1.575 0.005 1438. 361. -20.7 0.36 1.68 0.26 1.80 110. 9.1 303.8 5.5 12 01 01 1 16 41.5 0.207 1.201 0.005 1485. 228. -18.9 0.36 1.68 0.35 1.30 113. 9.1 304.2 5.5 12 01 01 1 17 -37.8 0.464 -9.000 -9.000 -999. 757. 236.3 0.36 1.68 0.62 3.60 251. 9.1 300.9 5.5 12 01 01 1 18 -26.1 0.277 -9.000 -9.000 -999. 379. 84.2 0.36 1.68 1.00 2.20 8. 9.1 296.4 5.5 12 01 01 1 19 -999.0 -9.000 -9.000 -9.000 -999. -999. -99999.0 0.36 1.68 1.00 999.00 999. -9.0 295.9 5.5 12 01 01 1 20 -5.7 0.107 -9.000 -9.000 -999. 84. 19.3 0.36 1.68 1.00 0.90 35. 9.1 295.4 5.5 12 01 01 1 21 -21.3 0.224 -9.000 -9.000 -999. 255. 55.3 0.36 1.68 1.00 1.80 213. 9.1 293.8 5.5 12 01 01 1 22 -21.3 0.224 -9.000 -9.000 -999. 255. 55.3 0.36 1.68 1.00 1.80 52. 9.1 293.8 5.5 12 01 01 1 23 -26.3 0.277 -9.000 -9.000 -999. 349. 84.2 0.36 1.68 1.00 2.20 58. 9.1 293.8 5.5 12 01 01 1 24 -21.4 0.224 -9.000 -9.000 -999. 256. 55.3 0.36 1.68 1.00 1.80 83. 9.1 292.5 5.5 First hour of profile data
YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 5.5 0 -999. -99.00 293.2 99.0 -99.00 -99.00 12 01 01 01 9.1 1 20. 1.80 -999.0 99.0 -99.00 -99.00
F indicates top of profile (=1) or below (=0)
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 78
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 411893.28 3777816.13 15.88302 411913.28 3777816.13 31.41624 411933.28 3777816.13 43.37642 411953.28 3777816.13 51.40438 411973.28 3777816.13 57.27500 411993.28 3777816.13 61.80901 412013.28 3777816.13 65.49049 412033.28 3777816.13 68.53959

Page 337 of 404 ends

412053.28 3777816.13 71.22070 412073.28 3777816.13 73.53530 412093.28 3777816.13 75.69043 412113.28 3777816.13 77.52434 412133.28 3777816.13 78.52694 412153.28 3777816.13 79.31291 412173.28 3777816.13 79.57826 412193.28 3777816.13 79.31752 412213.28 3777816.13 78.17151 412233.28 3777816.13 75.24544 412273.28 3777816.13 48.44871 412293.28 3777816.13 39.17786 412313.28 3777816.13 32.73766 412333.28 3777816.13 27.92159 412353.28 3777816.13 24.16489 412373.28 3777816.13 21.16201 412393.28 3777816.13 18.70133 412413.28 3777816.13 16.67101 412433.28 3777816.13 14.95116 412453.28 3777816.13 13.49926 412473.28 3777816.13 12.25402 411893.28 3777836.13 10.26895 411913.28 3777836.13 16.02538 411933.28 3777836.13 22.43788 411953.28 3777836.13 27.73644 411973.28 3777836.13 31.91455 411993.28 3777836.13 35.36004 412013.28 3777836.13 38.17231 412033.28 3777836.13 40.59268 412053.28 3777836.13 42.55791 412073.28 3777836.13 44.15289 412093.28 3777836.13 45.38070 412113.28 3777836.13 46.52329 412133.28 3777836.13 47.31902 412153.28 3777836.13 47.67943 412173.28 3777836.13 47.89925 412193.28 3777836.13 47.76987 412213.28 3777836.13 47.13696 412233.28 3777836.13 45.20908 412273.28 3777836.13 38.39335 412293.28 3777836.13 33.39780 412313.28 3777836.13 29.09392 412333.28 3777836.13 25.54593 412353.28 3777836.13 22.59253 412373.28 3777836.13 20.11816 412393.28 3777836.13 18.02413 412413.28 3777836.13 16.24210 412433.28 3777836.13 14.69927 412453.28 3777836.13 13.36142 412473.28 3777836.13 12.19554 411893.28 3777876.13 5.18557 411913.28 3777876.13 6.53820 411933.28 3777876.13 8.41146 411953.28 3777876.13 10.53102 411973.28 3777876.13 12.63785 411993.28 3777876.13 14.60606 412013.28 3777876.13 16.42522 412033.28 3777876.13 18.03928 412053.28 3777876.13 19.47270 412073.28 3777876.13 20.72675 412093.28 3777876.13 21.87135 412113.28 3777876.13 22.79612 412133.28 3777876.13 23.55982 412153.28 3777876.13 24.19110 412173.28 3777876.13 24.64752 412193.28 3777876.13 24.92692 412213.28 3777876.13 24.40448 412233.28 3777876.13 24.38846 412273.28 3777876.13 23.46657 412293.28 3777876.13 22.39686 412313.28 3777876.13 21.09501 412333.28 3777876.13 19.68628 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 79
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412353.28 3777876.13 18.27306 412373.28 3777876.13 16.90861 412393.28 3777876.13 15.63404 412413.28 3777876.13 14.46114 412433.28 3777876.13 13.38337 412453.28 3777876.13 12.40996 412473.28 3777876.13 11.52562 411913.28 3777896.13 4.88850 411933.28 3777896.13 6.03078 411953.28 3777896.13 7.39592 411973.28 3777896.13 8.85057 411993.28 3777896.13 10.30820 412013.28 3777896.13 11.71585 412033.28 3777896.13 13.00409 412053.28 3777896.13 14.19744 412073.28 3777896.13 15.28778 412093.28 3777896.13 16.27851 412113.28 3777896.13 17.13070 412133.28 3777896.13 17.86462 412153.28 3777896.13 18.46420 412173.28 3777896.13 18.94918 412193.28 3777896.13 18.47036 412213.28 3777896.13 18.81537 412233.28 3777896.13 18.99461 412273.28 3777896.13 18.80564 412293.28 3777896.13 18.32072 412313.28 3777896.13 17.66721 412333.28 3777896.13 16.88115 412353.28 3777896.13 15.99979 412373.28 3777896.13 15.09343 412393.28 3777896.13 14.18159 412413.28 3777896.13 13.30025 412433.28 3777896.13 12.46288 412453.28 3777896.13 11.67322 412473.28 3777896.13 10.93465 411913.28 3777916.13 3.84441 411933.28 3777916.13 4.59398 411953.28 3777916.13 5.50260 411973.28 3777916.13 6.52960 411993.28 3777916.13 7.60256 412013.28 3777916.13 8.67093 412033.28 3777916.13 9.70601 412053.28 3777916.13 10.68763 412073.28 3777916.13 11.59650 412093.28 3777916.13 12.44738 412113.28 3777916.13 13.20771 412133.28 3777916.13 13.86834 412153.28 3777916.13 14.46075 412173.28 3777916.13 14.95523 412193.28 3777916.13 14.48524 412213.28 3777916.13 14.83851 412233.28 3777916.13 15.08826

Page 338 of 404 ends

412273.28 3777916.13 15.28142 412293.28 3777916.13 15.11199 412313.28 3777916.13 14.82573 412333.28 3777916.13 14.40960 412353.28 3777916.13 13.88394 412373.28 3777916.13 13.31121 412393.28 3777916.13 12.69878 412413.28 3777916.13 12.06888 412433.28 3777916.13 11.44346 412453.28 3777916.13 10.83244 412473.28 3777916.13 10.24093 411913.28 3777956.13 2.61289 411933.28 3777956.13 2.99294 411953.28 3777956.13 3.45534 411973.28 3777956.13 3.99165 411993.28 3777956.13 4.59068 412013.28 3777956.13 5.22344 412033.28 3777956.13 5.87061 412053.28 3777956.13 6.52100 412073.28 3777956.13 7.15359 412093.28 3777956.13 7.76102 412113.28 3777956.13 8.33578 412133.28 3777956.13 8.86279 412153.28 3777956.13 9.35215 412173.28 3777956.13 9.78724 412193.28 3777956.13 9.31944 412213.28 3777956.13 9.68792 412233.28 3777956.13 9.97046 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 80
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412273.28 3777956.13 10.38716 412293.28 3777956.13 10.47079 412313.28 3777956.13 10.48532 412333.28 3777956.13 10.44201 412353.28 3777956.13 10.31773 412373.28 3777956.13 10.14965 412393.28 3777956.13 9.92222 412413.28 3777956.13 9.64996 412433.28 3777956.13 9.35494 412453.28 3777956.13 9.03904 412473.28 3777956.13 8.70811 411913.28 3777976.13 2.21177 411933.28 3777976.13 2.49977 411953.28 3777976.13 2.84826 411973.28 3777976.13 3.25374 411993.28 3777976.13 3.70837 412013.28 3777976.13 4.20214 412033.28 3777976.13 4.71551 412053.28 3777976.13 5.24327 412073.28 3777976.13 5.76882 412093.28 3777976.13 6.28087 412113.28 3777976.13 6.77361 412133.28 3777976.13 7.23844 412153.28 3777976.13 7.67493 412173.28 3777976.13 8.07104 412193.28 3777976.13 7.60981 412213.28 3777976.13 7.93731 412233.28 3777976.13 8.21318 412273.28 3777976.13 8.67335 412293.28 3777976.13 8.78911 412313.28 3777976.13 8.87532 412333.28 3777976.13 8.92131 412353.28 3777976.13 8.89608 412373.28 3777976.13 8.83349 412393.28 3777976.13 8.71407 412413.28 3777976.13 8.56028 412433.28 3777976.13 8.37266 412453.28 3777976.13 8.16154 412473.28 3777976.13 7.92755 412265.32 3777635.30 16.15742 412285.32 3777635.30 14.51844 412305.32 3777635.30 13.10203 412325.32 3777635.30 11.82809 412345.32 3777635.30 10.71437 412365.32 3777635.30 9.75033 412385.32 3777635.30 8.90965 412405.32 3777635.30 8.17083 412425.32 3777635.30 7.52078 412445.32 3777635.30 6.25103 412465.32 3777635.30 5.80629 412485.32 3777635.30 5.41746 412265.32 3777655.30 23.46223 412285.32 3777655.30 19.87191 412305.32 3777655.30 17.02473 412325.32 3777655.30 14.81664 412345.32 3777655.30 13.05827 412365.32 3777655.30 11.63333 412385.32 3777655.30 9.56630 412405.32 3777655.30 8.69493 412425.32 3777655.30 7.94439 412445.32 3777655.30 7.29994 412465.32 3777655.30 6.72779 412485.32 3777655.30 6.22688 412265.32 3777675.30 35.72835 412285.32 3777675.30 27.04127 412265.32 3777695.30 48.43754 412285.32 3777695.30 34.45691 412305.32 3777695.30 26.74099 412325.32 3777695.30 21.86173 412345.32 3777695.30 17.93854 412365.32 3777695.30 15.43070 412385.32 3777695.30 13.48706 412405.32 3777695.30 11.99459 412425.32 3777695.30 10.68446 412445.32 3777695.30 9.61025 412465.32 3777695.30 8.72144 412485.32 3777695.30 7.96040 412265.32 3777715.30 57.34104 412285.32 3777715.30 40.75855 412305.32 3777715.30 31.14918 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 81
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,

Page 339 of 404 ends

*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412325.32 3777715.30 25.07288 412345.32 3777715.30 20.98291 412365.32 3777715.30 17.86293 412385.32 3777715.30 15.45791 412405.32 3777715.30 13.58226 412425.32 3777715.30 12.03627 412445.32 3777715.30 10.77892 412465.32 3777715.30 9.71430 412485.32 3777715.30 8.81341 412265.32 3777735.30 62.73267 412285.32 3777735.30 44.99048 412305.32 3777735.30 35.27460 412325.32 3777735.30 28.55432 412345.32 3777735.30 23.63407 412365.32 3777735.30 20.00960 412385.32 3777735.30 17.21641 412405.32 3777735.30 15.05117 412425.32 3777735.30 13.28032 412445.32 3777735.30 11.83785 412465.32 3777735.30 10.63745 412485.32 3777735.30 9.62992 412265.32 3777755.30 65.48357 412285.32 3777755.30 48.38524 412305.32 3777755.30 37.99925 412325.32 3777755.30 30.82657 412345.32 3777755.30 25.57090 412365.32 3777755.30 21.66231 412385.32 3777755.30 18.64476 412405.32 3777755.30 16.26884 412425.32 3777755.30 14.35314 412445.32 3777755.30 12.77792 412465.32 3777755.30 11.46547 412485.32 3777755.30 10.35807 412265.32 3777775.30 65.30134 412285.32 3777775.30 49.29479 412305.32 3777775.30 39.02714 412325.32 3777775.30 31.87272 412465.32 3777775.30 12.09887 412485.32 3777775.30 10.93828 412265.32 3777795.30 61.75021 412285.32 3777795.30 47.59611 412305.32 3777795.30 38.12585 412325.32 3777795.30 31.51254 412345.32 3777795.30 26.61965 412365.32 3777795.30 22.86161 412385.32 3777795.30 19.89140 412405.32 3777795.30 17.49823 412425.32 3777795.30 15.53633 412445.32 3777795.30 13.90142 412465.32 3777795.30 12.52190 412485.32 3777795.30 11.34764 412265.32 3777815.30 52.52763 412285.32 3777815.30 42.63487 412305.32 3777815.30 35.21747 412325.32 3777815.30 29.78539 412345.32 3777815.30 25.61843 412365.32 3777815.30 22.32458 412385.32 3777815.30 19.64415 412405.32 3777815.30 17.44195 412425.32 3777815.30 15.60671 412445.32 3777815.30 14.05162 412465.32 3777815.30 12.72343 412485.32 3777815.30 11.58403 412261.97 3777984.79 7.95472 412281.97 3777984.79 8.08802 412301.97 3777984.79 8.21406 412321.97 3777984.79 8.27770 412341.97 3777984.79 8.33657 412361.97 3777984.79 8.33341 412261.97 3778004.79 6.65968 412281.97 3778004.79 6.77772 412301.97 3778004.79 6.90656 412321.97 3778004.79 7.03353 412341.97 3778004.79 7.15612 412361.97 3778004.79 7.20449 412261.97 3778024.79 5.60846 412281.97 3778024.79 5.72409 412301.97 3778024.79 5.84082 412321.97 3778024.79 6.00639 412341.97 3778024.79 6.14030 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 82
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412361.97 3778024.79 6.23592 412261.97 3778044.79 4.74335 412281.97 3778044.79 4.89106 412301.97 3778044.79 5.01702 412321.97 3778044.79 5.16070 412341.97 3778044.79 5.29190 412361.97 3778044.79 5.40380
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 83
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***

Page 340 of 404 ends

** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 411893.28 3777816.13 5.03999 411913.28 3777816.13 5.55349 411933.28 3777816.13 6.14470 411953.28 3777816.13 6.83654 411973.28 3777816.13 7.65357 411993.28 3777816.13 8.61762 412013.28 3777816.13 9.73058 412033.28 3777816.13 10.93207 412053.28 3777816.13 12.04206 412073.28 3777816.13 12.88585 412093.28 3777816.13 13.50841 412113.28 3777816.13 14.14331 412133.28 3777816.13 15.03603 412153.28 3777816.13 16.46255 412173.28 3777816.13 18.85175 412193.28 3777816.13 23.10729 412213.28 3777816.13 31.70053 412233.28 3777816.13 54.05764 412273.28 3777816.13 61.94498 412293.28 3777816.13 34.38829 412313.28 3777816.13 23.79061 412333.28 3777816.13 18.10973 412353.28 3777816.13 14.53251 412373.28 3777816.13 12.09490 412393.28 3777816.13 10.28264 412413.28 3777816.13 8.91152 412433.28 3777816.13 7.78811 412453.28 3777816.13 6.90774 412473.28 3777816.13 6.17377 411893.28 3777836.13 5.10010 411913.28 3777836.13 5.58236 411933.28 3777836.13 6.11787 411953.28 3777836.13 6.71989 411973.28 3777836.13 7.39732 411993.28 3777836.13 8.15234 412013.28 3777836.13 8.97215 412033.28 3777836.13 9.82238 412053.28 3777836.13 10.64237 412073.28 3777836.13 11.40050 412093.28 3777836.13 12.14326 412113.28 3777836.13 12.98972 412133.28 3777836.13 14.09445 412153.28 3777836.13 15.69459 412173.28 3777836.13 18.21799 412193.28 3777836.13 22.56998 412213.28 3777836.13 31.21457 412233.28 3777836.13 53.45895 412273.28 3777836.13 62.03868 412293.28 3777836.13 34.37395 412313.28 3777836.13 23.76955 412333.28 3777836.13 18.11521 412353.28 3777836.13 14.55035 412373.28 3777836.13 12.12820 412393.28 3777836.13 10.32515 412413.28 3777836.13 8.94957 412433.28 3777836.13 7.83573 412453.28 3777836.13 6.93982 412473.28 3777836.13 6.19109 411893.28 3777876.13 5.37755 411913.28 3777876.13 5.83765 411933.28 3777876.13 6.32152 411953.28 3777876.13 6.83161 411973.28 3777876.13 7.36832 411993.28 3777876.13 7.92979 412013.28 3777876.13 8.51328 412033.28 3777876.13 9.11657 412053.28 3777876.13 9.74480 412073.28 3777876.13 10.41694 412093.28 3777876.13 11.17878 412113.28 3777876.13 12.10062 412133.28 3777876.13 13.30710 412153.28 3777876.13 15.00928 412173.28 3777876.13 17.60554 412193.28 3777876.13 21.97801 412213.28 3777876.13 30.51797 412233.28 3777876.13 52.18373 412273.28 3777876.13 46.92554 412293.28 3777876.13 34.61515 412313.28 3777876.13 23.83097 412333.28 3777876.13 18.12815 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 84
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412353.28 3777876.13 14.55283 412373.28 3777876.13 12.08751 412393.28 3777876.13 10.30216 412413.28 3777876.13 8.92292 412433.28 3777876.13 7.82664 412453.28 3777876.13 6.94979 412473.28 3777876.13 6.23568 411913.28 3777896.13 6.11057 411933.28 3777896.13 6.60065 411953.28 3777896.13 7.10310 411973.28 3777896.13 7.61754 411993.28 3777896.13 8.14331 412013.28 3777896.13 8.68302 412033.28 3777896.13 9.24131 412053.28 3777896.13 9.83130 412073.28 3777896.13 10.47676 412093.28 3777896.13 11.22098 412113.28 3777896.13 12.13337 412133.28 3777896.13 13.33150 412153.28 3777896.13 15.01935 412173.28 3777896.13 17.58935 412193.28 3777896.13 21.90470 412213.28 3777896.13 30.30266 412233.28 3777896.13 51.41984 412273.28 3777896.13 48.14419 412293.28 3777896.13 34.85594 412313.28 3777896.13 23.90050 412333.28 3777896.13 18.13454

Page 341 of 404 ends

412353.28 3777896.13 14.53900 412373.28 3777896.13 12.06749 412393.28 3777896.13 10.26144 412413.28 3777896.13 8.88293 412433.28 3777896.13 7.79713 412453.28 3777896.13 6.92319 412473.28 3777896.13 6.20053 411913.28 3777916.13 6.52677 411933.28 3777916.13 7.04843 411953.28 3777916.13 7.56832 411973.28 3777916.13 8.08423 411993.28 3777916.13 8.59965 412013.28 3777916.13 9.11988 412033.28 3777916.13 9.65476 412053.28 3777916.13 10.22008 412073.28 3777916.13 10.84174 412093.28 3777916.13 11.56336 412113.28 3777916.13 12.45221 412133.28 3777916.13 13.62106 412153.28 3777916.13 15.27066 412173.28 3777916.13 17.78396 412193.28 3777916.13 22.00948 412213.28 3777916.13 30.22309 412233.28 3777916.13 50.75302 412273.28 3777916.13 65.50168 412293.28 3777916.13 35.16462 412313.28 3777916.13 23.98118 412333.28 3777916.13 18.13356 412353.28 3777916.13 14.49988 412373.28 3777916.13 12.01675 412393.28 3777916.13 10.20462 412413.28 3777916.13 8.82524 412433.28 3777916.13 7.74311 412453.28 3777916.13 6.87192 412473.28 3777916.13 6.15402 411913.28 3777956.13 8.08612 411933.28 3777956.13 8.78661 411953.28 3777956.13 9.43132 411973.28 3777956.13 10.02554 411993.28 3777956.13 10.57916 412013.28 3777956.13 11.11010 412033.28 3777956.13 11.63515 412053.28 3777956.13 12.17354 412073.28 3777956.13 12.75501 412093.28 3777956.13 13.41983 412113.28 3777956.13 14.23116 412133.28 3777956.13 15.29460 412153.28 3777956.13 16.79568 412173.28 3777956.13 19.10135 412193.28 3777956.13 23.02133 412213.28 3777956.13 30.71911 412233.28 3777956.13 50.07431 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 85
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412273.28 3777956.13 49.63830 412293.28 3777956.13 35.90373 412313.28 3777956.13 24.19452 412333.28 3777956.13 18.13083 412353.28 3777956.13 14.40375 412373.28 3777956.13 11.87733 412393.28 3777956.13 10.04876 412413.28 3777956.13 8.66971 412433.28 3777956.13 7.59882 412453.28 3777956.13 6.74115 412473.28 3777956.13 6.03891 411913.28 3777976.13 9.57625 411933.28 3777976.13 10.46567 411953.28 3777976.13 11.23464 411973.28 3777976.13 11.90752 411993.28 3777976.13 12.51037 412013.28 3777976.13 13.06548 412033.28 3777976.13 13.60025 412053.28 3777976.13 14.13253 412073.28 3777976.13 14.69453 412093.28 3777976.13 15.32655 412113.28 3777976.13 16.08637 412133.28 3777976.13 17.07287 412153.28 3777976.13 18.46009 412173.28 3777976.13 20.60261 412193.28 3777976.13 24.28371 412213.28 3777976.13 31.61822 412233.28 3777976.13 50.26098 412273.28 3777976.13 49.94646 412293.28 3777976.13 36.27090 412313.28 3777976.13 24.26529 412333.28 3777976.13 18.09171 412353.28 3777976.13 14.32238 412373.28 3777976.13 11.77901 412393.28 3777976.13 9.95003 412413.28 3777976.13 8.57269 412433.28 3777976.13 7.50473 412453.28 3777976.13 6.65406 412473.28 3777976.13 5.96886 412265.32 3777635.30 30.50941 412285.32 3777635.30 21.36236 412305.32 3777635.30 15.74641 412325.32 3777635.30 12.25974 412345.32 3777635.30 9.94961 412365.32 3777635.30 8.32087 412385.32 3777635.30 7.11343 412405.32 3777635.30 6.18301 412425.32 3777635.30 5.44542 412445.32 3777635.30 4.84694 412465.32 3777635.30 4.35241 412485.32 3777635.30 3.93821 412265.32 3777655.30 57.83225 412285.32 3777655.30 30.05487 412305.32 3777655.30 19.70139 412325.32 3777655.30 14.51045 412345.32 3777655.30 11.40405 412365.32 3777655.30 9.33819 412385.32 3777655.30 7.86442 412405.32 3777655.30 6.76071 412425.32 3777655.30 5.90301 412445.32 3777655.30 5.21846 412465.32 3777655.30 4.65892 412485.32 3777655.30 4.19420 412265.32 3777675.30 41.23699 412285.32 3777675.30 37.90346 412265.32 3777695.30 42.39707

Page 342 of 404 ends

412285.32 3777695.30 41.27349 412305.32 3777695.30 25.63972 412325.32 3777695.30 18.16943 412345.32 3777695.30 13.91743 412365.32 3777695.30 11.16402 412385.32 3777695.30 9.24746 412405.32 3777695.30 7.83905 412425.32 3777695.30 6.76801 412445.32 3777695.30 5.92309 412465.32 3777695.30 5.24314 412485.32 3777695.30 4.69181 412265.32 3777715.30 41.77015 412285.32 3777715.30 42.09319 412305.32 3777715.30 26.71747 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 86
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412325.32 3777715.30 19.14768 412345.32 3777715.30 14.72189 412365.32 3777715.30 11.81736 412385.32 3777715.30 9.78074 412405.32 3777715.30 8.27864 412425.32 3777715.30 7.15242 412445.32 3777715.30 6.24744 412465.32 3777715.30 5.52917 412485.32 3777715.30 4.94116 412265.32 3777735.30 42.13414 412285.32 3777735.30 42.16150 412305.32 3777735.30 27.11453 412325.32 3777735.30 19.64247 412345.32 3777735.30 15.22298 412365.32 3777735.30 12.27607 412385.32 3777735.30 10.24534 412405.32 3777735.30 8.66753 412425.32 3777735.30 7.51148 412445.32 3777735.30 6.59445 412465.32 3777735.30 5.84718 412485.32 3777735.30 5.19625 412265.32 3777755.30 57.41343 412285.32 3777755.30 42.05754 412305.32 3777755.30 27.21045 412325.32 3777755.30 19.88210 412345.32 3777755.30 15.51110 412365.32 3777755.30 12.60144 412385.32 3777755.30 10.56019 412405.32 3777755.30 9.00631 412425.32 3777755.30 7.75802 412445.32 3777755.30 6.79651 412465.32 3777755.30 6.00192 412485.32 3777755.30 5.32715 412265.32 3777775.30 41.45445 412285.32 3777775.30 41.93820 412305.32 3777775.30 27.20027 412325.32 3777775.30 19.97226 412465.32 3777775.30 6.15947 412485.32 3777775.30 5.51693 412265.32 3777795.30 39.89183 412285.32 3777795.30 41.84221 412305.32 3777795.30 27.15559 412325.32 3777795.30 20.00252 412345.32 3777795.30 15.76447 412365.32 3777795.30 12.87948 412385.32 3777795.30 10.81272 412405.32 3777795.30 9.26534 412425.32 3777795.30 8.06022 412445.32 3777795.30 7.10720 412465.32 3777795.30 6.29907 412485.32 3777795.30 5.64945 412265.32 3777815.30 39.31471 412285.32 3777815.30 41.78449 412305.32 3777815.30 27.12609 412325.32 3777815.30 20.03316 412345.32 3777815.30 15.79378 412365.32 3777815.30 12.99093 412385.32 3777815.30 10.92510 412405.32 3777815.30 9.40136 412425.32 3777815.30 8.20368 412445.32 3777815.30 7.23258 412465.32 3777815.30 6.43858 412485.32 3777815.30 5.79480 412261.97 3777984.79 42.11271 412281.97 3777984.79 50.31129 412301.97 3777984.79 29.95197 412321.97 3777984.79 21.15066 412341.97 3777984.79 16.20706 412361.97 3777984.79 13.04940 412261.97 3778004.79 43.53050 412281.97 3778004.79 50.83446 412301.97 3778004.79 30.03557 412321.97 3778004.79 21.03906 412341.97 3778004.79 16.04081 412361.97 3778004.79 12.87807 412261.97 3778024.79 46.89946 412281.97 3778024.79 51.24655 412301.97 3778024.79 29.83414 412321.97 3778024.79 20.72312 412341.97 3778024.79 15.73287 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 87
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***

Page 343 of 404 ends

** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412361.97 3778024.79 12.60496 412261.97 3778044.79 36.19322 412281.97 3778044.79 50.73211 412301.97 3778044.79 28.87994 412321.97 3778044.79 19.96949 412341.97 3778044.79 15.17112 412361.97 3778044.79 12.17660
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 88
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 411893.28 3777816.13 20.92301 411913.28 3777816.13 36.96973 411933.28 3777816.13 49.52112 411953.28 3777816.13 58.24092 411973.28 3777816.13 64.92857 411993.28 3777816.13 70.42662 412013.28 3777816.13 75.22108 412033.28 3777816.13 79.47166 412053.28 3777816.13 83.26276 412073.28 3777816.13 86.42115 412093.28 3777816.13 89.19884 412113.28 3777816.13 91.66765 412133.28 3777816.13 93.56297 412153.28 3777816.13 95.77546 412173.28 3777816.13 98.43001 412193.28 3777816.13 102.42481 412213.28 3777816.13 109.87205 412233.28 3777816.13 129.30309 412273.28 3777816.13 110.39369 412293.28 3777816.13 73.56615 412313.28 3777816.13 56.52826 412333.28 3777816.13 46.03132 412353.28 3777816.13 38.69740 412373.28 3777816.13 33.25691 412393.28 3777816.13 28.98396 412413.28 3777816.13 25.58253 412433.28 3777816.13 22.73927 412453.28 3777816.13 20.40700 412473.28 3777816.13 18.42780 411893.28 3777836.13 15.36905 411913.28 3777836.13 21.60775 411933.28 3777836.13 28.55575 411953.28 3777836.13 34.45633 411973.28 3777836.13 39.31187 411993.28 3777836.13 43.51238 412013.28 3777836.13 47.14446 412033.28 3777836.13 50.41506 412053.28 3777836.13 53.20028 412073.28 3777836.13 55.55339 412093.28 3777836.13 57.52396 412113.28 3777836.13 59.51301 412133.28 3777836.13 61.41346 412153.28 3777836.13 63.37402 412173.28 3777836.13 66.11724 412193.28 3777836.13 70.33984 412213.28 3777836.13 78.35153 412233.28 3777836.13 98.66803 412273.28 3777836.13 100.43203 412293.28 3777836.13 67.77175 412313.28 3777836.13 52.86347 412333.28 3777836.13 43.66113 412353.28 3777836.13 37.14288 412373.28 3777836.13 32.24636 412393.28 3777836.13 28.34928 412413.28 3777836.13 25.19167 412433.28 3777836.13 22.53501 412453.28 3777836.13 20.30124 412473.28 3777836.13 18.38663 411893.28 3777876.13 10.56312 411913.28 3777876.13 12.37584 411933.28 3777876.13 14.73298 411953.28 3777876.13 17.36263 411973.28 3777876.13 20.00617 411993.28 3777876.13 22.53585 412013.28 3777876.13 24.93849 412033.28 3777876.13 27.15585 412053.28 3777876.13 29.21750 412073.28 3777876.13 31.14369 412093.28 3777876.13 33.05013 412113.28 3777876.13 34.89674 412133.28 3777876.13 36.86691 412153.28 3777876.13 39.20038 412173.28 3777876.13 42.25307 412193.28 3777876.13 46.90493 412213.28 3777876.13 54.92245 412233.28 3777876.13 76.57219 412273.28 3777876.13 70.39211 412293.28 3777876.13 57.01201 412313.28 3777876.13 44.92598 412333.28 3777876.13 37.81443 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 89
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . ,

Page 344 of 404 ends

*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412353.28 3777876.13 32.82589 412373.28 3777876.13 28.99613 412393.28 3777876.13 25.93620 412413.28 3777876.13 23.38406 412433.28 3777876.13 21.21001 412453.28 3777876.13 19.35975 412473.28 3777876.13 17.76130 411913.28 3777896.13 10.99907 411933.28 3777896.13 12.63143 411953.28 3777896.13 14.49902 411973.28 3777896.13 16.46811 411993.28 3777896.13 18.45151 412013.28 3777896.13 20.39887 412033.28 3777896.13 22.24540 412053.28 3777896.13 24.02875 412073.28 3777896.13 25.76454 412093.28 3777896.13 27.49949 412113.28 3777896.13 29.26407 412133.28 3777896.13 31.19613 412153.28 3777896.13 33.48355 412173.28 3777896.13 36.53853 412193.28 3777896.13 40.37506 412213.28 3777896.13 49.11803 412233.28 3777896.13 70.41445 412273.28 3777896.13 66.94984 412293.28 3777896.13 53.17665 412313.28 3777896.13 41.56771 412333.28 3777896.13 35.01568 412353.28 3777896.13 30.53879 412373.28 3777896.13 27.16092 412393.28 3777896.13 24.44302 412413.28 3777896.13 22.18318 412433.28 3777896.13 20.26001 412453.28 3777896.13 18.59641 412473.28 3777896.13 17.13517 411913.28 3777916.13 10.37117 411933.28 3777916.13 11.64241 411953.28 3777916.13 13.07092 411973.28 3777916.13 14.61383 411993.28 3777916.13 16.20221 412013.28 3777916.13 17.79080 412033.28 3777916.13 19.36077 412053.28 3777916.13 20.90772 412073.28 3777916.13 22.43824 412093.28 3777916.13 24.01074 412113.28 3777916.13 25.65992 412133.28 3777916.13 27.48940 412153.28 3777916.13 29.73140 412173.28 3777916.13 32.73919 412193.28 3777916.13 36.49472 412213.28 3777916.13 45.06160 412233.28 3777916.13 65.84127 412273.28 3777916.13 80.78310 412293.28 3777916.13 50.27661 412313.28 3777916.13 38.80691 412333.28 3777916.13 32.54316 412353.28 3777916.13 28.38382 412373.28 3777916.13 25.32796 412393.28 3777916.13 22.90341 412413.28 3777916.13 20.89412 412433.28 3777916.13 19.18657 412453.28 3777916.13 17.70436 412473.28 3777916.13 16.39495 411913.28 3777956.13 10.69901 411933.28 3777956.13 11.77955 411953.28 3777956.13 12.88665 411973.28 3777956.13 14.01719 411993.28 3777956.13 15.16984 412013.28 3777956.13 16.33355 412033.28 3777956.13 17.50576 412053.28 3777956.13 18.69453 412073.28 3777956.13 19.90860 412093.28 3777956.13 21.18085 412113.28 3777956.13 22.56694 412133.28 3777956.13 24.15739 412153.28 3777956.13 26.14783 412173.28 3777956.13 28.88859 412193.28 3777956.13 32.34077 412213.28 3777956.13 40.40703 412233.28 3777956.13 60.04477 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 90
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412273.28 3777956.13 60.02546 412293.28 3777956.13 46.37452 412313.28 3777956.13 34.67984 412333.28 3777956.13 28.57285 412353.28 3777956.13 24.72148 412373.28 3777956.13 22.02698 412393.28 3777956.13 19.97098 412413.28 3777956.13 18.31967 412433.28 3777956.13 16.95376 412453.28 3777956.13 15.78019 412473.28 3777956.13 14.74702 411913.28 3777976.13 11.78802 411933.28 3777976.13 12.96545 411953.28 3777976.13 14.08290 411973.28 3777976.13 15.16126 411993.28 3777976.13 16.21875 412013.28 3777976.13 17.26762 412033.28 3777976.13 18.31576 412053.28 3777976.13 19.37580 412073.28 3777976.13 20.46335 412093.28 3777976.13 21.60742 412113.28 3777976.13 22.85998 412133.28 3777976.13 24.31131 412153.28 3777976.13 26.13502

Page 345 of 404 ends

412173.28 3777976.13 28.67365 412193.28 3777976.13 31.89352 412213.28 3777976.13 39.55553 412233.28 3777976.13 58.47416 412273.28 3777976.13 58.61981 412293.28 3777976.13 45.06001 412313.28 3777976.13 33.14061 412333.28 3777976.13 27.01303 412353.28 3777976.13 23.21846 412373.28 3777976.13 20.61251 412393.28 3777976.13 18.66411 412413.28 3777976.13 17.13297 412433.28 3777976.13 15.87739 412453.28 3777976.13 14.81560 412473.28 3777976.13 13.89641 412265.32 3777635.30 46.66683 412285.32 3777635.30 35.88080 412305.32 3777635.30 28.84844 412325.32 3777635.30 24.08783 412345.32 3777635.30 20.66398 412365.32 3777635.30 18.07120 412385.32 3777635.30 16.02308 412405.32 3777635.30 14.35384 412425.32 3777635.30 12.96620 412445.32 3777635.30 11.09797 412465.32 3777635.30 10.15870 412485.32 3777635.30 9.35567 412265.32 3777655.30 81.29448 412285.32 3777655.30 49.92678 412305.32 3777655.30 36.72612 412325.32 3777655.30 29.32709 412345.32 3777655.30 24.46232 412365.32 3777655.30 20.97152 412385.32 3777655.30 17.43072 412405.32 3777655.30 15.45564 412425.32 3777655.30 13.84740 412445.32 3777655.30 12.51840 412465.32 3777655.30 11.38671 412485.32 3777655.30 10.42108 412265.32 3777675.30 76.96534 412285.32 3777675.30 64.94472 412265.32 3777695.30 90.83460 412285.32 3777695.30 75.73040 412305.32 3777695.30 52.38071 412325.32 3777695.30 40.03116 412345.32 3777695.30 31.85597 412365.32 3777695.30 26.59472 412385.32 3777695.30 22.73452 412405.32 3777695.30 19.83364 412425.32 3777695.30 17.45247 412445.32 3777695.30 15.53334 412465.32 3777695.30 13.96458 412485.32 3777695.30 12.65222 412265.32 3777715.30 99.11119 412285.32 3777715.30 82.85173 412305.32 3777715.30 57.86665 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 91
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412325.32 3777715.30 44.22056 412345.32 3777715.30 35.70480 412365.32 3777715.30 29.68029 412385.32 3777715.30 25.23865 412405.32 3777715.30 21.86090 412425.32 3777715.30 19.18869 412445.32 3777715.30 17.02636 412465.32 3777715.30 15.24348 412485.32 3777715.30 13.75457 412265.32 3777735.30 104.86681 412285.32 3777735.30 87.15198 412305.32 3777735.30 62.38913 412325.32 3777735.30 48.19679 412345.32 3777735.30 38.85705 412365.32 3777735.30 32.28567 412385.32 3777735.30 27.46175 412405.32 3777735.30 23.71870 412425.32 3777735.30 20.79181 412445.32 3777735.30 18.43230 412465.32 3777735.30 16.48463 412485.32 3777735.30 14.82617 412265.32 3777755.30 122.89700 412285.32 3777755.30 90.44278 412305.32 3777755.30 65.20971 412325.32 3777755.30 50.70867 412345.32 3777755.30 41.08200 412365.32 3777755.30 34.26375 412385.32 3777755.30 29.20495 412405.32 3777755.30 25.27515 412425.32 3777755.30 22.11116 412445.32 3777755.30 19.57443 412465.32 3777755.30 17.46740 412485.32 3777755.30 15.68522 412265.32 3777775.30 106.75578 412285.32 3777775.30 91.23299 412305.32 3777775.30 66.22742 412325.32 3777775.30 51.84498 412465.32 3777775.30 18.25835 412485.32 3777775.30 16.45521 412265.32 3777795.30 101.64203 412285.32 3777795.30 89.43831 412305.32 3777795.30 65.28143 412325.32 3777795.30 51.51506 412345.32 3777795.30 42.38412 412365.32 3777795.30 35.74109 412385.32 3777795.30 30.70412 412405.32 3777795.30 26.76357 412425.32 3777795.30 23.59655 412445.32 3777795.30 21.00861 412465.32 3777795.30 18.82097 412485.32 3777795.30 16.99709 412265.32 3777815.30 91.84234 412285.32 3777815.30 84.41937 412305.32 3777815.30 62.34356 412325.32 3777815.30 49.81855 412345.32 3777815.30 41.41221 412365.32 3777815.30 35.31551 412385.32 3777815.30 30.56925 412405.32 3777815.30 26.84331 412425.32 3777815.30 23.81039 412445.32 3777815.30 21.28420 412465.32 3777815.30 19.16201

Page 346 of 404 ends

412485.32 3777815.30 17.37883 412261.97 3777984.79 50.06743 412281.97 3777984.79 58.39931 412301.97 3777984.79 38.16602 412321.97 3777984.79 29.42836 412341.97 3777984.79 24.54362 412361.97 3777984.79 21.38282 412261.97 3778004.79 50.19018 412281.97 3778004.79 57.61218 412301.97 3778004.79 36.94212 412321.97 3778004.79 28.07259 412341.97 3778004.79 23.19693 412361.97 3778004.79 20.08257 412261.97 3778024.79 52.50792 412281.97 3778024.79 56.97064 412301.97 3778024.79 35.67496 412321.97 3778024.79 26.72950 412341.97 3778024.79 21.87316 *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 92
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412361.97 3778024.79 18.84088 412261.97 3778044.79 40.93658 412281.97 3778044.79 55.62318 412301.97 3778044.79 33.89697 412321.97 3778044.79 25.13019 412341.97 3778044.79 20.46302 412361.97 3778044.79 17.58039
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 93
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 411893.28 3777816.13 727.68906 (16120908) 411913.28 3777816.13 742.87270 (16120908) 411933.28 3777816.13 747.69797 (16120908) 411953.28 3777816.13 741.95424 (16120908) 411973.28 3777816.13 735.21598 (16120908) 411993.28 3777816.13 731.37805 (15120908) 412013.28 3777816.13 730.28217 (15120908) 412033.28 3777816.13 727.97099 (15120908) 412053.28 3777816.13 725.97621 (15120908) 412073.28 3777816.13 720.62639 (15120908) 412093.28 3777816.13 713.01625 (15120908) 412113.28 3777816.13 697.08979 (15120908) 412133.28 3777816.13 694.67839 (12071219) 412153.28 3777816.13 710.82374 (12071219) 412173.28 3777816.13 723.92193 (12071219) 412193.28 3777816.13 735.05894 (12071219) 412213.28 3777816.13 744.59701 (12071219) 412233.28 3777816.13 752.99052 (12071219) 412273.28 3777816.13 516.88657 (12071219) 412293.28 3777816.13 427.67122 (12071219) 412313.28 3777816.13 371.77750 (13111908) 412333.28 3777816.13 336.54529 (13111908) 412353.28 3777816.13 307.53590 (13111908) 412373.28 3777816.13 283.71699 (13111908) 412393.28 3777816.13 262.01922 (13111908) 412413.28 3777816.13 244.35873 (13111908) 412433.28 3777816.13 227.31144 (13111908) 412453.28 3777816.13 213.05587 (13111908) 412473.28 3777816.13 200.22373 (13111908) 411893.28 3777836.13 552.51438 (16120908) 411913.28 3777836.13 562.22806 (16120908) 411933.28 3777836.13 566.63825 (15120908) 411953.28 3777836.13 567.91493 (15120908) 411973.28 3777836.13 566.88409 (15120908) 411993.28 3777836.13 564.71201 (15120908) 412013.28 3777836.13 561.12475 (15120908) 412033.28 3777836.13 555.90371 (15120908) 412053.28 3777836.13 548.21682 (15120908) 412073.28 3777836.13 544.62444 (12120808) 412093.28 3777836.13 543.76010 (12120808) 412113.28 3777836.13 540.77610 (12120808) 412133.28 3777836.13 534.32259 (12120808) 412153.28 3777836.13 522.29128 (12120808) 412173.28 3777836.13 509.48114 (12092219) 412193.28 3777836.13 513.38100 (12071219) 412213.28 3777836.13 523.12302 (12071219) 412233.28 3777836.13 531.41398 (12071219) 412273.28 3777836.13 455.36120 (12071219) 412293.28 3777836.13 400.29003 (12071219) 412313.28 3777836.13 353.15795 (12071219) 412333.28 3777836.13 311.48056 (12071219) 412353.28 3777836.13 274.43629 (12071219) 412373.28 3777836.13 257.34967 (13111908) 412393.28 3777836.13 241.72861 (13111908) 412413.28 3777836.13 227.85840 (13111908) 412433.28 3777836.13 214.35041 (13111908) 412453.28 3777836.13 201.86792 (13111908) 412473.28 3777836.13 190.37929 (13111908) 411893.28 3777876.13 378.42896 (16120908) 411913.28 3777876.13 389.94497 (15120908) 411933.28 3777876.13 397.26948 (15120908) 411953.28 3777876.13 396.71527 (15120908) 411973.28 3777876.13 393.20867 (15120908) 411993.28 3777876.13 387.97449 (15120908)

Page 347 of 404 ends

412013.28 3777876.13 381.06642 (15120908) 412033.28 3777876.13 379.67656 (12120808) 412053.28 3777876.13 381.97637 (12120808) 412073.28 3777876.13 382.07668 (12120808) 412093.28 3777876.13 380.10801 (12120808) 412113.28 3777876.13 375.17210 (12120808) 412133.28 3777876.13 366.41468 (12120808) 412153.28 3777876.13 352.39636 (12120808) 412173.28 3777876.13 347.14136 (12092219) 412193.28 3777876.13 347.48171 (12092219) 412213.28 3777876.13 339.38835 (12092219) 412233.28 3777876.13 337.00668 (12071219) 412273.28 3777876.13 337.58576 (12071219) 412293.28 3777876.13 325.00814 (12071219) 412313.28 3777876.13 306.79729 (12071219) 412333.28 3777876.13 285.81108 (12071219) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 94
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412353.28 3777876.13 263.52414 (12071219) 412373.28 3777876.13 241.79043 (12071219) 412393.28 3777876.13 222.38068 (12071219) 412413.28 3777876.13 203.90169 (12071219) 412433.28 3777876.13 186.15161 (12071219) 412453.28 3777876.13 170.35051 (12071219) 412473.28 3777876.13 163.25353 (13111908) 411913.28 3777896.13 343.34186 (15120908) 411933.28 3777896.13 348.51864 (15120908) 411953.28 3777896.13 347.22702 (15120908) 411973.28 3777896.13 342.83352 (15120908) 411993.28 3777896.13 336.52898 (15120908) 412013.28 3777896.13 329.20737 (12120808) 412033.28 3777896.13 334.63086 (12120808) 412053.28 3777896.13 337.08911 (12120808) 412073.28 3777896.13 337.02048 (12120808) 412093.28 3777896.13 334.43963 (12120808) 412113.28 3777896.13 328.77902 (12120808) 412133.28 3777896.13 319.27742 (12120808) 412153.28 3777896.13 304.81840 (12120808) 412173.28 3777896.13 300.60544 (12092219) 412193.28 3777896.13 300.95627 (12092219) 412213.28 3777896.13 295.00304 (12092219) 412233.28 3777896.13 281.66935 (12092219) 412273.28 3777896.13 289.37166 (12071219) 412293.28 3777896.13 286.46070 (12071219) 412313.28 3777896.13 278.00301 (12071219) 412333.28 3777896.13 265.36042 (12071219) 412353.28 3777896.13 251.11158 (12071219) 412373.28 3777896.13 234.38488 (12071219) 412393.28 3777896.13 218.50423 (12071219) 412413.28 3777896.13 203.35686 (12071219) 412433.28 3777896.13 188.52855 (12071219) 412453.28 3777896.13 174.09568 (12071219) 412473.28 3777896.13 160.42695 (12071219) 411913.28 3777916.13 307.24974 (15120908) 411933.28 3777916.13 310.37258 (15120908) 411953.28 3777916.13 308.26042 (15120908) 411973.28 3777916.13 303.07536 (15120908) 411993.28 3777916.13 295.84352 (15120908) 412013.28 3777916.13 294.00927 (12120808) 412033.28 3777916.13 299.73534 (12120808) 412053.28 3777916.13 302.30866 (12120808) 412073.28 3777916.13 302.05070 (12120808) 412093.28 3777916.13 299.04315 (12120808) 412113.28 3777916.13 292.88826 (12120808) 412133.28 3777916.13 283.01206 (12120808) 412153.28 3777916.13 268.91137 (12120808) 412173.28 3777916.13 264.31603 (12092219) 412193.28 3777916.13 265.08937 (12092219) 412213.28 3777916.13 261.40529 (12092219) 412233.28 3777916.13 252.51851 (12092219) 412273.28 3777916.13 248.28935 (12071219) 412293.28 3777916.13 250.07232 (12071219) 412313.28 3777916.13 247.37344 (12071219) 412333.28 3777916.13 241.29135 (12071219) 412353.28 3777916.13 233.45919 (12071219) 412373.28 3777916.13 222.65261 (12071219) 412393.28 3777916.13 210.59515 (12071219) 412413.28 3777916.13 198.64711 (12071219) 412433.28 3777916.13 186.60112 (12071219) 412453.28 3777916.13 174.35013 (12071219) 412473.28 3777916.13 162.10287 (12071219) 411913.28 3777956.13 252.84530 (15120908) 411933.28 3777956.13 252.66614 (15120908) 411953.28 3777956.13 248.87379 (15120908) 411973.28 3777956.13 242.41182 (15120908) 411993.28 3777956.13 233.94910 (15120908) 412013.28 3777956.13 242.23129 (12120808) 412033.28 3777956.13 247.78060 (12120808) 412053.28 3777956.13 250.29623 (12120808) 412073.28 3777956.13 249.86504 (12120808) 412093.28 3777956.13 246.52599 (12120808) 412113.28 3777956.13 240.19901 (12120808) 412133.28 3777956.13 230.72184 (12120808) 412153.28 3777956.13 218.92095 (12071220) 412173.28 3777956.13 212.81928 (13101122) 412193.28 3777956.13 212.14382 (12092219) 412213.28 3777956.13 210.69771 (12092219) 412233.28 3777956.13 207.05125 (12092219) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 95
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 348 of 404 ends

412273.28 3777956.13 190.10616 (12092219) 412293.28 3777956.13 189.26226 (12071219) 412313.28 3777956.13 193.14320 (12071219) 412333.28 3777956.13 194.50906 (12071219) 412353.28 3777956.13 194.15667 (12071219) 412373.28 3777956.13 191.14861 (12071219) 412393.28 3777956.13 186.83272 (12071219) 412413.28 3777956.13 181.68209 (12071219) 412433.28 3777956.13 174.79116 (12071219) 412453.28 3777956.13 166.87269 (12071219) 412473.28 3777956.13 158.56930 (12071219) 411913.28 3777976.13 231.13334 (15120908) 411933.28 3777976.13 229.71695 (15120908) 411953.28 3777976.13 225.21165 (15120908) 411973.28 3777976.13 218.29395 (15120908) 411993.28 3777976.13 214.15420 (12120808) 412013.28 3777976.13 222.35124 (12120808) 412033.28 3777976.13 227.58777 (12120808) 412053.28 3777976.13 229.94645 (12120808) 412073.28 3777976.13 229.47578 (12120808) 412093.28 3777976.13 226.17870 (12120808) 412113.28 3777976.13 220.05394 (12120808) 412133.28 3777976.13 211.07972 (12120808) 412153.28 3777976.13 200.05937 (12071220) 412173.28 3777976.13 193.50279 (12120420) 412193.28 3777976.13 191.75715 (12092219) 412213.28 3777976.13 191.36040 (12092219) 412233.28 3777976.13 189.43244 (12092219) 412273.28 3777976.13 176.87514 (12092219) 412293.28 3777976.13 168.68502 (12092219) 412313.28 3777976.13 169.22598 (12071219) 412333.28 3777976.13 172.31185 (12071219) 412353.28 3777976.13 173.99820 (12071219) 412373.28 3777976.13 173.54168 (12071219) 412393.28 3777976.13 172.02264 (12071219) 412413.28 3777976.13 168.88807 (12071219) 412433.28 3777976.13 164.73736 (12071219) 412453.28 3777976.13 159.38073 (12071219) 412473.28 3777976.13 154.05184 (12071219) 412265.32 3777635.30 389.14164 (16040818) 412285.32 3777635.30 345.60101 (16040818) 412305.32 3777635.30 304.97147 (16040818) 412325.32 3777635.30 268.81533 (16040818) 412345.32 3777635.30 237.86587 (12120208) 412365.32 3777635.30 220.01001 (12120208) 412385.32 3777635.30 203.79856 (12120208) 412405.32 3777635.30 189.14464 (12120208) 412425.32 3777635.30 175.92648 (12120208) 412445.32 3777635.30 163.95250 (12120208) 412465.32 3777635.30 153.17494 (12120208) 412485.32 3777635.30 143.43128 (12120208) 412265.32 3777655.30 453.89615 (16040818) 412285.32 3777655.30 380.84278 (16040818) 412305.32 3777655.30 323.34559 (16040818) 412325.32 3777655.30 288.65596 (12120208) 412345.32 3777655.30 261.07126 (12120208) 412365.32 3777655.30 237.40526 (12120208) 412385.32 3777655.30 216.85544 (12120208) 412405.32 3777655.30 199.02371 (12120208) 412425.32 3777655.30 183.40667 (12120208) 412445.32 3777655.30 169.64693 (12120208) 412465.32 3777655.30 157.44925 (12120208) 412485.32 3777655.30 146.58262 (12120208) 412265.32 3777675.30 521.75631 (16040818) 412285.32 3777675.30 419.50029 (12120208) 412265.32 3777695.30 587.67838 (12120208) 412285.32 3777695.30 464.61441 (12120208) 412305.32 3777695.30 387.49539 (12120208) 412325.32 3777695.30 332.59907 (12120208) 412345.32 3777695.30 290.31586 (12120208) 412365.32 3777695.30 256.97850 (12120208) 412385.32 3777695.30 229.85117 (12120208) 412405.32 3777695.30 207.44717 (12120208) 412425.32 3777695.30 188.65450 (12120208) 412445.32 3777695.30 173.98333 (12120208) 412465.32 3777695.30 160.03224 (12120208) 412485.32 3777695.30 147.92439 (12120208) 412265.32 3777715.30 613.84490 (12120208) 412285.32 3777715.30 483.89771 (12120208) 412305.32 3777715.30 397.88059 (12120208) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 96
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

Page 349 of 404 ends

412365.32 3777795.30 310.92680 (13111908) 412385.32 3777795.30 282.70833 (13111908) 412405.32 3777795.30 259.28679 (13111908) 412425.32 3777795.30 239.44168 (13111908) 412445.32 3777795.30 221.98254 (13111908) 412465.32 3777795.30 206.46860 (13111908) 412485.32 3777795.30 192.84457 (13111908) 412265.32 3777815.30 568.48508 (12071219) 412285.32 3777815.30 460.94918 (12071219) 412305.32 3777815.30 390.38534 (13111908) 412325.32 3777815.30 351.53772 (13111908) 412345.32 3777815.30 320.26924 (13111908) 412365.32 3777815.30 294.61714 (13111908) 412385.32 3777815.30 270.71991 (13111908) 412405.32 3777815.30 251.07613 (13111908) 412425.32 3777815.30 234.27054 (13111908) 412445.32 3777815.30 218.95487 (13111908) 412465.32 3777815.30 205.24469 (13111908) 412485.32 3777815.30 193.37863 (13111908) 412261.97 3777984.79 174.46699 (12092219) 412281.97 3777984.79 168.94512 (12092219) 412301.97 3777984.79 160.45710 (12092219) 412321.97 3777984.79 161.84088 (12071219) 412341.97 3777984.79 164.74483 (12071219) 412361.97 3777984.79 166.16615 (12071219) 412261.97 3778004.79 162.66536 (12092219) 412281.97 3778004.79 159.81494 (12092219) 412301.97 3778004.79 153.81732 (12092219) 412321.97 3778004.79 146.97598 (14010717) 412341.97 3778004.79 145.87924 (12071219) 412361.97 3778004.79 148.79158 (12071219) 412261.97 3778024.79 151.87522 (12092219) 412281.97 3778024.79 150.59763 (12092219) 412301.97 3778024.79 146.87071 (12092219) 412321.97 3778024.79 139.25615 (12092219) 412341.97 3778024.79 133.86262 (12080822) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 97
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: CONSTRUC *** INCLUDING SOURCE(S): CONSTRUCTION,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412361.97 3778024.79 132.46861 (12071219) 412261.97 3778044.79 142.27485 (12092219) 412281.97 3778044.79 140.77008 (12092219) 412301.97 3778044.79 138.06050 (12092219) 412321.97 3778044.79 132.72294 (12092219) 412341.97 3778044.79 126.85457 (13062822) 412361.97 3778044.79 123.46059 (12080822)
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 98
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 411893.28 3777816.13 45.95816 (12033117) 411913.28 3777816.13 47.00164 (12033117) 411933.28 3777816.13 47.72754 (12033117) 411953.28 3777816.13 50.40257 (16120908) 411973.28 3777816.13 55.61908 (16120908) 411993.28 3777816.13 61.60344 (16120908) 412013.28 3777816.13 68.32351 (16120908) 412033.28 3777816.13 75.40623 (16120908) 412053.28 3777816.13 81.95512 (16120908) 412073.28 3777816.13 86.93268 (16120908) 412093.28 3777816.13 90.47484 (16120908) 412113.28 3777816.13 93.96133 (16120908) 412133.28 3777816.13 98.91658 (16120908) 412153.28 3777816.13 106.77966 (16120908) 412173.28 3777816.13 119.46766 (16120908) 412193.28 3777816.13 140.97044 (16120908) 412213.28 3777816.13 181.87226 (16120908) 412233.28 3777816.13 283.01245 (16120908) 412273.28 3777816.13 353.33825 (12071919) 412293.28 3777816.13 249.63384 (12071919) 412313.28 3777816.13 189.57863 (12071919) 412333.28 3777816.13 154.32396 (12071919) 412353.28 3777816.13 129.77761 (12071919) 412373.28 3777816.13 110.82471 (12121716) 412393.28 3777816.13 99.72867 (12121716) 412413.28 3777816.13 90.44478 (12121716) 412433.28 3777816.13 82.03321 (12121716) 412453.28 3777816.13 74.42740 (12121716) 412473.28 3777816.13 67.39054 (12121716) 411893.28 3777836.13 38.86987 (16120908) 411913.28 3777836.13 42.19260 (16120908) 411933.28 3777836.13 45.82602 (16120908) 411953.28 3777836.13 49.84596 (16120908) 411973.28 3777836.13 54.29153 (16120908) 411993.28 3777836.13 59.15114 (16120908) 412013.28 3777836.13 64.34481 (16120908) 412033.28 3777836.13 69.64950 (16120908) 412053.28 3777836.13 74.74503 (16120908) 412073.28 3777836.13 79.39993 (16120908) 412093.28 3777836.13 83.79920 (16120908) 412113.28 3777836.13 88.59093 (16120908) 412133.28 3777836.13 94.73983 (16120908) 412153.28 3777836.13 103.52149 (16120908) 412173.28 3777836.13 116.88915 (16120908) 412193.28 3777836.13 138.89434 (16120908) 412213.28 3777836.13 180.11419 (16120908)

Page 350 of 404 ends

412233.28 3777836.13 281.19111 (16120908) 412273.28 3777836.13 352.64492 (12071919) 412293.28 3777836.13 242.68266 (12071919) 412313.28 3777836.13 183.60829 (12071919) 412333.28 3777836.13 150.18665 (12071919) 412353.28 3777836.13 127.33853 (12071919) 412373.28 3777836.13 109.86823 (12071919) 412393.28 3777836.13 95.12320 (12071919) 412413.28 3777836.13 86.36465 (12121716) 412433.28 3777836.13 79.23255 (12121716) 412453.28 3777836.13 72.79751 (12121716) 412473.28 3777836.13 66.84225 (12121716) 411893.28 3777876.13 40.69694 (16120908) 411913.28 3777876.13 43.88793 (16120908) 411933.28 3777876.13 47.22311 (16120908) 411953.28 3777876.13 50.71329 (16120908) 411973.28 3777876.13 54.35675 (16120908) 411993.28 3777876.13 58.13821 (16120908) 412013.28 3777876.13 62.02482 (16120908) 412033.28 3777876.13 66.00768 (16120908) 412053.28 3777876.13 70.08895 (16120908) 412073.28 3777876.13 74.35564 (16120908) 412093.28 3777876.13 79.00690 (16120908) 412113.28 3777876.13 84.47605 (16120908) 412133.28 3777876.13 91.39737 (16120908) 412153.28 3777876.13 100.81782 (16120908) 412173.28 3777876.13 114.64881 (16120908) 412193.28 3777876.13 136.83990 (16120908) 412213.28 3777876.13 177.62888 (16120908) 412233.28 3777876.13 275.85386 (16120908) 412273.28 3777876.13 245.39224 (16120908) 412293.28 3777876.13 234.21879 (12071919) 412313.28 3777876.13 173.53469 (12071919) 412333.28 3777876.13 141.27572 (12071919) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 99
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412353.28 3777876.13 120.42744 (12071919) 412373.28 3777876.13 105.27669 (12071919) 412393.28 3777876.13 93.31967 (12071919) 412413.28 3777876.13 83.10628 (12071919) 412433.28 3777876.13 77.10587 (12031616) 412453.28 3777876.13 72.15191 (12031616) 412473.28 3777876.13 67.67538 (12031616) 411913.28 3777896.13 45.58291 (16120908) 411933.28 3777896.13 48.95488 (16120908) 411953.28 3777896.13 52.40091 (16120908) 411973.28 3777896.13 55.91666 (16120908) 411993.28 3777896.13 59.48952 (16120908) 412013.28 3777896.13 63.11994 (16120908) 412033.28 3777896.13 66.84678 (16120908) 412053.28 3777896.13 70.70655 (16120908) 412073.28 3777896.13 74.82151 (16120908) 412093.28 3777896.13 79.41017 (16120908) 412113.28 3777896.13 84.86557 (16120908) 412133.28 3777896.13 91.78367 (16120908) 412153.28 3777896.13 101.19047 (16120908) 412173.28 3777896.13 114.91912 (16120908) 412193.28 3777896.13 136.86782 (16120908) 412213.28 3777896.13 176.98798 (16120908) 412233.28 3777896.13 272.66611 (16120908) 412273.28 3777896.13 256.85190 (12120216) 412293.28 3777896.13 230.54113 (12071919) 412313.28 3777896.13 169.37379 (12031616) 412333.28 3777896.13 138.61928 (12031616) 412353.28 3777896.13 119.56495 (12031616) 412373.28 3777896.13 106.27292 (12031616) 412393.28 3777896.13 96.52339 (12031616) 412413.28 3777896.13 88.77662 (12031616) 412433.28 3777896.13 82.13741 (12031616) 412453.28 3777896.13 76.11477 (12031616) 412473.28 3777896.13 70.51469 (12031616) 411913.28 3777916.13 48.09396 (16120908) 411933.28 3777916.13 51.64871 (16120908) 411953.28 3777916.13 55.19855 (16120908) 411973.28 3777916.13 58.71722 (16120908) 411993.28 3777916.13 62.22296 (16120908) 412013.28 3777916.13 65.73981 (16120908) 412033.28 3777916.13 69.30978 (16120908) 412053.28 3777916.13 73.01524 (16120908) 412073.28 3777916.13 77.00004 (16120908) 412093.28 3777916.13 81.47022 (16120908) 412113.28 3777916.13 86.80732 (16120908) 412133.28 3777916.13 93.59888 (16120908) 412153.28 3777916.13 102.78908 (16120908) 412173.28 3777916.13 116.20941 (16120908) 412193.28 3777916.13 137.67639 (16120908) 412213.28 3777916.13 176.93776 (16120908) 412233.28 3777916.13 269.96262 (16120908) 412273.28 3777916.13 349.09759 (12031616) 412293.28 3777916.13 238.38871 (12031616) 412313.28 3777916.13 178.67475 (12031616) 412333.28 3777916.13 147.57388 (12031616) 412353.28 3777916.13 128.13960 (12031616) 412373.28 3777916.13 114.16003 (12031616) 412393.28 3777916.13 103.22273 (12031616) 412413.28 3777916.13 94.19652 (12031616) 412433.28 3777916.13 86.23044 (12031616) 412453.28 3777916.13 78.83620 (12031616) 412473.28 3777916.13 71.83331 (12031616) 411913.28 3777956.13 57.06066 (16120908) 411933.28 3777956.13 61.61920 (16120908) 411953.28 3777956.13 65.86507 (16120908) 411973.28 3777956.13 69.81377 (16120908) 411993.28 3777956.13 73.49874 (16120908) 412013.28 3777956.13 77.02395 (16120908) 412033.28 3777956.13 80.47871 (16120908) 412053.28 3777956.13 83.96395 (16120908) 412073.28 3777956.13 87.65629 (16120908) 412093.28 3777956.13 91.76779 (16120908) 412113.28 3777956.13 96.62927 (16120908) 412133.28 3777956.13 102.79677 (16120908) 412153.28 3777956.13 111.13905 (16120908) 412173.28 3777956.13 123.40254 (16120908) 412193.28 3777956.13 143.18906 (16120908) 412213.28 3777956.13 179.80854 (16120908) 412233.28 3777956.13 267.22636 (16120908) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32

Page 351 of 404 ends

PAGE 100
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412273.28 3777956.13 257.77803 (16120908) 412293.28 3777956.13 259.09928 (12031616) 412313.28 3777956.13 203.53903 (12031616) 412333.28 3777956.13 169.51654 (12031616) 412353.28 3777956.13 146.76984 (12031616) 412373.28 3777956.13 128.47894 (12031616) 412393.28 3777956.13 113.22997 (12031616) 412413.28 3777956.13 100.07057 (12031616) 412433.28 3777956.13 87.91488 (12031616) 412453.28 3777956.13 79.84132 (12120116) 412473.28 3777956.13 73.05457 (12120116) 411913.28 3777976.13 65.20877 (16120908) 411933.28 3777976.13 70.78817 (16120908) 411953.28 3777976.13 75.70227 (16120908) 411973.28 3777976.13 80.05543 (16120908) 411993.28 3777976.13 83.97462 (16120908) 412013.28 3777976.13 87.57702 (16120908) 412033.28 3777976.13 91.02688 (16120908) 412053.28 3777976.13 94.41554 (16120908) 412073.28 3777976.13 97.93372 (16120908) 412093.28 3777976.13 101.80342 (16120908) 412113.28 3777976.13 106.32506 (16120908) 412133.28 3777976.13 112.00540 (16120908) 412153.28 3777976.13 119.67318 (16120908) 412173.28 3777976.13 131.00463 (16120908) 412193.28 3777976.13 149.49280 (16120908) 412213.28 3777976.13 184.24770 (16120908) 412233.28 3777976.13 268.21793 (16120908) 412273.28 3777976.13 258.75509 (16120908) 412293.28 3777976.13 276.47309 (12031616) 412313.28 3777976.13 217.24842 (12031616) 412333.28 3777976.13 179.24602 (12031616) 412353.28 3777976.13 152.67339 (12031616) 412373.28 3777976.13 130.36353 (12031616) 412393.28 3777976.13 112.78974 (12120116) 412413.28 3777976.13 100.94863 (12120116) 412433.28 3777976.13 90.77738 (12120116) 412453.28 3777976.13 81.74462 (12120116) 412473.28 3777976.13 74.13378 (12120116) 412265.32 3777635.30 284.99402 (12031616) 412285.32 3777635.30 249.57349 (12031616) 412305.32 3777635.30 200.84131 (12031616) 412325.32 3777635.30 162.79657 (12031616) 412345.32 3777635.30 136.72731 (12120116) 412365.32 3777635.30 117.63368 (12120116) 412385.32 3777635.30 102.58359 (12120116) 412405.32 3777635.30 90.70914 (12120116) 412425.32 3777635.30 80.96322 (12120116) 412445.32 3777635.30 72.85187 (12120116) 412465.32 3777635.30 65.99270 (12120116) 412485.32 3777635.30 60.03411 (12120116) 412265.32 3777655.30 478.82174 (12120116) 412285.32 3777655.30 329.00131 (12120116) 412305.32 3777655.30 244.19758 (12120116) 412325.32 3777655.30 188.09315 (12120116) 412345.32 3777655.30 151.82817 (12120116) 412365.32 3777655.30 126.22635 (12120116) 412385.32 3777655.30 107.49913 (12120116) 412405.32 3777655.30 93.10924 (12120116) 412425.32 3777655.30 81.83635 (12120116) 412445.32 3777655.30 72.68649 (12120116) 412465.32 3777655.30 65.31384 (12120116) 412485.32 3777655.30 59.14601 (12120116) 412265.32 3777675.30 334.41846 (12043018) 412285.32 3777675.30 343.36493 (12043018) 412265.32 3777695.30 280.54815 (12071919) 412285.32 3777695.30 363.48551 (12043018) 412305.32 3777695.30 267.24411 (12043018) 412325.32 3777695.30 193.92546 (12043018) 412345.32 3777695.30 150.11907 (12043018) 412365.32 3777695.30 118.82407 (12043018) 412385.32 3777695.30 96.14838 (12043018) 412405.32 3777695.30 79.83682 (12120116) 412425.32 3777695.30 71.17704 (12120116) 412445.32 3777695.30 63.90201 (12120116) 412465.32 3777695.30 57.77086 (12120116) 412485.32 3777695.30 52.65837 (12120116) 412265.32 3777715.30 239.47065 (12071919) 412285.32 3777715.30 336.73413 (12121716) 412305.32 3777715.30 256.93603 (12121716) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 101
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

Page 352 of 404 ends

412485.32 3777715.30 51.12799 (12043018) 412265.32 3777735.30 239.08421 (12042618) 412285.32 3777735.30 313.72107 (12071919) 412305.32 3777735.30 244.31700 (12121716) 412325.32 3777735.30 192.55973 (12121716) 412345.32 3777735.30 158.81009 (12043018) 412365.32 3777735.30 135.68567 (12043018) 412385.32 3777735.30 117.14570 (12043018) 412405.32 3777735.30 100.62235 (12043018) 412425.32 3777735.30 87.62241 (12043018) 412445.32 3777735.30 76.38847 (12043018) 412465.32 3777735.30 66.90630 (12043018) 412485.32 3777735.30 58.76861 (12043018) 412265.32 3777755.30 294.30626 (12071919) 412285.32 3777755.30 311.60363 (12071919) 412305.32 3777755.30 228.44288 (12071919) 412325.32 3777755.30 184.36670 (12121716) 412345.32 3777755.30 155.54100 (12121716) 412365.32 3777755.30 131.95657 (12121716) 412385.32 3777755.30 114.46726 (12043018) 412405.32 3777755.30 101.29084 (12043018) 412425.32 3777755.30 89.63264 (12043018) 412445.32 3777755.30 79.62128 (12043018) 412465.32 3777755.30 70.82151 (12043018) 412485.32 3777755.30 63.16760 (12043018) 412265.32 3777775.30 230.62904 (12071919) 412285.32 3777775.30 299.72038 (12071919) 412305.32 3777775.30 223.34875 (12071919) 412325.32 3777775.30 173.45075 (12121716) 412465.32 3777775.30 71.65780 (12043018) 412485.32 3777775.30 65.08118 (12043018) 412265.32 3777795.30 211.89481 (16120908) 412285.32 3777795.30 287.97929 (12071919) 412305.32 3777795.30 214.96369 (12071919) 412325.32 3777795.30 170.90752 (12071919) 412345.32 3777795.30 140.61788 (12071919) 412365.32 3777795.30 122.68859 (12121716) 412385.32 3777795.30 108.94971 (12121716) 412405.32 3777795.30 97.17627 (12121716) 412425.32 3777795.30 86.69711 (12121716) 412445.32 3777795.30 77.18280 (12121716) 412465.32 3777795.30 70.11366 (12043018) 412485.32 3777795.30 64.54361 (12043018) 412265.32 3777815.30 210.56862 (12042618) 412285.32 3777815.30 278.57142 (12071919) 412305.32 3777815.30 208.75387 (12071919) 412325.32 3777815.30 166.69801 (12071919) 412345.32 3777815.30 138.96692 (12071919) 412365.32 3777815.30 117.79422 (12071919) 412385.32 3777815.30 104.08135 (12121716) 412405.32 3777815.30 94.09960 (12121716) 412425.32 3777815.30 85.38891 (12121716) 412445.32 3777815.30 77.43903 (12121716) 412465.32 3777815.30 70.10607 (12121716) 412485.32 3777815.30 63.36486 (12121716) 412261.97 3777984.79 224.60338 (16120908) 412281.97 3777984.79 345.28321 (12031616) 412301.97 3777984.79 254.86846 (12031616) 412321.97 3777984.79 205.67645 (12031616) 412341.97 3777984.79 169.67387 (12031616) 412361.97 3777984.79 142.51342 (12031616) 412261.97 3778004.79 230.30994 (16120908) 412281.97 3778004.79 372.27806 (12031616) 412301.97 3778004.79 282.93492 (12031616) 412321.97 3778004.79 215.98545 (12031616) 412341.97 3778004.79 173.63470 (12120116) 412361.97 3778004.79 147.11272 (12120116) 412261.97 3778024.79 243.86472 (16120908) 412281.97 3778024.79 403.92944 (12031616) 412301.97 3778024.79 299.76124 (12120116) 412321.97 3778024.79 225.90396 (12120116) 412341.97 3778024.79 177.62521 (12120116) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 102
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: HAUL *** INCLUDING SOURCE(S): HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , HAUL0028 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412361.97 3778024.79 144.12071 (12120116) 412261.97 3778044.79 274.27576 (12031616) 412281.97 3778044.79 430.72156 (12120116) 412301.97 3778044.79 294.85862 (12120116) 412321.97 3778044.79 211.67551 (12120116) 412341.97 3778044.79 160.74328 (12120116) 412361.97 3778044.79 126.87276 (12120116)
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 103
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

Page 353 of 404 ends

411973.28 3777816.13 790.83506 (16120908) 411993.28 3777816.13 792.16655 (15120908) 412013.28 3777816.13 797.72115 (15120908) 412033.28 3777816.13 802.42232 (15120908) 412053.28 3777816.13 806.91006 (15120908) 412073.28 3777816.13 806.48032 (15120908) 412093.28 3777816.13 802.36226 (15120908) 412113.28 3777816.13 789.87337 (15120908) 412133.28 3777816.13 793.29355 (12071219) 412153.28 3777816.13 817.27852 (12071219) 412173.28 3777816.13 843.02771 (12071219) 412193.28 3777816.13 875.60645 (12071219) 412213.28 3777816.13 925.93652 (12071219) 412233.28 3777816.13 1035.24600 (12071219) 412273.28 3777816.13 828.17831 (12071219) 412293.28 3777816.13 609.86073 (12071219) 412313.28 3777816.13 501.33189 (13111908) 412333.28 3777816.13 437.46282 (13111908) 412353.28 3777816.13 389.84994 (13111908) 412373.28 3777816.13 352.83119 (13111908) 412393.28 3777816.13 321.24785 (13111908) 412413.28 3777816.13 295.88440 (13111908) 412433.28 3777816.13 272.68165 (13111908) 412453.28 3777816.13 253.39236 (13111908) 412473.28 3777816.13 236.37900 (13111908) 411893.28 3777836.13 591.38425 (16120908) 411913.28 3777836.13 604.42066 (16120908) 411933.28 3777836.13 611.82611 (15120908) 411953.28 3777836.13 617.07353 (15120908) 411973.28 3777836.13 620.43511 (15120908) 411993.28 3777836.13 623.06625 (15120908) 412013.28 3777836.13 624.61386 (15120908) 412033.28 3777836.13 624.63844 (15120908) 412053.28 3777836.13 621.98961 (15120908) 412073.28 3777836.13 620.59372 (12120808) 412093.28 3777836.13 623.93831 (12120808) 412113.28 3777836.13 625.54005 (12120808) 412133.28 3777836.13 624.97394 (12120808) 412153.28 3777836.13 621.35388 (12120808) 412173.28 3777836.13 618.78908 (12071219) 412193.28 3777836.13 651.85833 (12071219) 412213.28 3777836.13 702.70922 (12071219) 412233.28 3777836.13 811.85235 (12071219) 412273.28 3777836.13 767.88242 (12071219) 412293.28 3777836.13 583.04894 (12071219) 412313.28 3777836.13 484.16849 (12071219) 412333.28 3777836.13 413.72185 (12071219) 412353.28 3777836.13 357.97178 (12071219) 412373.28 3777836.13 326.89419 (13111908) 412393.28 3777836.13 301.35252 (13111908) 412413.28 3777836.13 279.74540 (13111908) 412433.28 3777836.13 260.04410 (13111908) 412453.28 3777836.13 242.49532 (13111908) 412473.28 3777836.13 226.79394 (13111908) 411893.28 3777876.13 419.12590 (16120908) 411913.28 3777876.13 433.21992 (15120908) 411933.28 3777876.13 443.83696 (15120908) 411953.28 3777876.13 446.72878 (15120908) 411973.28 3777876.13 446.81989 (15120908) 411993.28 3777876.13 445.32006 (15120908) 412013.28 3777876.13 442.25087 (15120908) 412033.28 3777876.13 442.82308 (12120808) 412053.28 3777876.13 449.02802 (12120808) 412073.28 3777876.13 453.21105 (12120808) 412093.28 3777876.13 455.69500 (12120808) 412113.28 3777876.13 455.99416 (12120808) 412133.28 3777876.13 453.86376 (12120808) 412153.28 3777876.13 448.87006 (12120808) 412173.28 3777876.13 450.40279 (12092219) 412193.28 3777876.13 470.91673 (12092219) 412213.28 3777876.13 504.14255 (12071219) 412233.28 3777876.13 612.11793 (12071219) 412273.28 3777876.13 582.31506 (12071219) 412293.28 3777876.13 509.71781 (12071219) 412313.28 3777876.13 438.82058 (12071219) 412333.28 3777876.13 388.72962 (12071219) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 104
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

Page 354 of 404 ends

412053.28 3777916.13 372.16194 (12120808) 412073.28 3777916.13 375.71656 (12120808) 412093.28 3777916.13 376.98798 (12120808) 412113.28 3777916.13 375.94230 (12120808) 412133.28 3777916.13 372.56832 (12120808) 412153.28 3777916.13 367.27198 (12120808) 412173.28 3777916.13 368.98450 (12092219) 412193.28 3777916.13 389.26876 (12092219) 412213.28 3777916.13 421.48500 (12092219) 412233.28 3777916.13 503.42429 (12071219) 412273.28 3777916.13 578.13460 (12071219) 412293.28 3777916.13 437.86955 (12071219) 412313.28 3777916.13 380.55518 (12071219) 412333.28 3777916.13 344.59292 (12071219) 412353.28 3777916.13 317.49570 (12071219) 412373.28 3777916.13 293.11077 (12071219) 412393.28 3777916.13 270.90888 (12071219) 412413.28 3777916.13 251.07676 (12071219) 412433.28 3777916.13 232.73341 (12071219) 412453.28 3777916.13 215.34673 (12071219) 412473.28 3777916.13 198.83987 (12071219) 411913.28 3777956.13 309.16651 (15120908) 411933.28 3777956.13 313.49227 (15120908) 411953.28 3777956.13 313.89499 (15120908) 411973.28 3777956.13 311.33348 (15120908) 411993.28 3777956.13 306.51041 (15120908) 412013.28 3777956.13 315.93865 (12120808) 412033.28 3777956.13 324.79248 (12120808) 412053.28 3777956.13 330.64290 (12120808) 412073.28 3777956.13 333.74434 (12120808) 412093.28 3777956.13 334.33977 (12120808) 412113.28 3777956.13 332.66641 (12120808) 412133.28 3777956.13 329.09331 (12120808) 412153.28 3777956.13 324.41662 (12120808) 412173.28 3777956.13 321.69578 (12071220) 412193.28 3777956.13 341.32041 (12092219) 412213.28 3777956.13 373.37605 (12092219) 412233.28 3777956.13 450.82008 (12092219) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 105
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412273.28 3777956.13 440.35831 (12071219) 412293.28 3777956.13 380.24962 (12071219) 412313.28 3777956.13 327.00839 (12071219) 412333.28 3777956.13 297.46744 (12071219) 412353.28 3777956.13 277.38968 (12071219) 412373.28 3777956.13 260.61948 (12071219) 412393.28 3777956.13 246.11749 (12071219) 412413.28 3777956.13 233.11956 (12071219) 412433.28 3777956.13 220.01188 (12071219) 412453.28 3777956.13 207.05075 (12071219) 412473.28 3777956.13 194.57867 (12071219) 411913.28 3777976.13 295.53683 (15120908) 411933.28 3777976.13 299.63846 (15120908) 411953.28 3777976.13 299.99155 (15120908) 411973.28 3777976.13 297.37588 (15120908) 411993.28 3777976.13 294.53433 (12120808) 412013.28 3777976.13 306.17917 (12120808) 412033.28 3777976.13 314.71536 (12120808) 412053.28 3777976.13 320.31695 (12120808) 412073.28 3777976.13 323.21297 (12120808) 412093.28 3777976.13 323.61859 (12120808) 412113.28 3777976.13 321.82153 (12120808) 412133.28 3777976.13 318.28526 (12120808) 412153.28 3777976.13 313.85569 (12120808) 412173.28 3777976.13 310.79528 (12071220) 412193.28 3777976.13 326.66466 (12092219) 412213.28 3777976.13 358.06807 (12092219) 412233.28 3777976.13 434.02874 (12092219) 412273.28 3777976.13 415.51508 (12071219) 412293.28 3777976.13 356.34484 (12071219) 412313.28 3777976.13 302.90062 (12071219) 412333.28 3777976.13 274.54330 (12071219) 412353.28 3777976.13 256.31735 (12071219) 412373.28 3777976.13 242.07354 (12071219) 412393.28 3777976.13 230.41802 (12071219) 412413.28 3777976.13 219.52485 (12071219) 412433.28 3777976.13 209.24502 (12071219) 412453.28 3777976.13 198.93103 (12071219) 412473.28 3777976.13 189.50755 (12071219) 412265.32 3777635.30 553.16866 (16040818) 412285.32 3777635.30 499.98237 (12031616) 412305.32 3777635.30 441.47231 (12031616) 412325.32 3777635.30 387.38994 (12031616) 412345.32 3777635.30 340.57241 (12031616) 412365.32 3777635.30 300.19971 (12031616) 412385.32 3777635.30 265.76936 (12031616) 412405.32 3777635.30 236.39592 (12031616) 412425.32 3777635.30 213.09693 (12120116) 412445.32 3777635.30 196.66796 (12120116) 412465.32 3777635.30 182.23836 (12120208) 412485.32 3777635.30 169.99234 (12120208) 412265.32 3777655.30 836.70195 (12031616) 412285.32 3777655.30 641.00919 (12031616) 412305.32 3777655.30 514.14215 (12031616) 412325.32 3777655.30 422.03500 (12031616) 412345.32 3777655.30 359.79745 (12120116) 412365.32 3777655.30 316.08112 (12120116) 412385.32 3777655.30 281.17545 (12120116) 412405.32 3777655.30 252.26796 (12120116) 412425.32 3777655.30 227.90955 (12120116) 412445.32 3777655.30 206.89198 (12120116) 412465.32 3777655.30 188.83972 (12120116) 412485.32 3777655.30 174.21094 (12120208) 412265.32 3777675.30 727.30059 (16040818) 412285.32 3777675.30 692.85677 (12120116) 412265.32 3777695.30 795.25740 (12120208) 412285.32 3777695.30 665.02973 (12120208) 412305.32 3777695.30 529.84025 (12120116) 412325.32 3777695.30 438.40807 (12120116) 412345.32 3777695.30 373.04210 (12120116) 412365.32 3777695.30 322.50149 (12120116) 412385.32 3777695.30 283.36822 (12120208) 412405.32 3777695.30 253.83784 (12120208) 412425.32 3777695.30 229.46758 (12120208) 412445.32 3777695.30 210.31331 (12120208) 412465.32 3777695.30 192.67893 (12120208) 412485.32 3777695.30 177.48812 (12120208) 412265.32 3777715.30 821.42558 (12120208) 412285.32 3777715.30 689.50026 (12120208) 412305.32 3777715.30 534.19739 (13111908)

Page 355 of 404 ends

*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 106
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 412325.32 3777715.30 442.40342 (13111908) 412345.32 3777715.30 378.37387 (13111908) 412365.32 3777715.30 331.35412 (13111908) 412385.32 3777715.30 294.85621 (13111908) 412405.32 3777715.30 264.45634 (13111908) 412425.32 3777715.30 240.38316 (13111908) 412445.32 3777715.30 219.37991 (13111908) 412465.32 3777715.30 202.08110 (13111908) 412485.32 3777715.30 187.09236 (13111908) 412265.32 3777735.30 880.66847 (13111908) 412285.32 3777735.30 743.33412 (13111908) 412305.32 3777735.30 583.56539 (13111908) 412325.32 3777735.30 484.05388 (13111908) 412345.32 3777735.30 414.49620 (13111908) 412365.32 3777735.30 363.23001 (13111908) 412385.32 3777735.30 324.12692 (13111908) 412405.32 3777735.30 289.82919 (13111908) 412425.32 3777735.30 263.79197 (13111908) 412445.32 3777735.30 240.92884 (13111908) 412465.32 3777735.30 221.30289 (13111908) 412485.32 3777735.30 203.63108 (13111908) 412265.32 3777755.30 980.27388 (13111908) 412285.32 3777755.30 771.03377 (13111908) 412305.32 3777755.30 609.59427 (13111908) 412325.32 3777755.30 507.20874 (13111908) 412345.32 3777755.30 437.75159 (13111908) 412365.32 3777755.30 384.55760 (13111908) 412385.32 3777755.30 343.74379 (13111908) 412405.32 3777755.30 309.02310 (13111908) 412425.32 3777755.30 279.01438 (13111908) 412445.32 3777755.30 254.33266 (13111908) 412465.32 3777755.30 232.74640 (13111908) 412485.32 3777755.30 214.08168 (13111908) 412265.32 3777775.30 902.19073 (13111908) 412285.32 3777775.30 767.42646 (13111908) 412305.32 3777775.30 610.72902 (13111908) 412325.32 3777775.30 511.09408 (13111908) 412465.32 3777775.30 240.36859 (13111908) 412485.32 3777775.30 222.62611 (13111908) 412265.32 3777795.30 842.77125 (13111908) 412285.32 3777795.30 728.50881 (13111908) 412305.32 3777795.30 584.93494 (13111908) 412325.32 3777795.30 495.94695 (13111908) 412345.32 3777795.30 433.73554 (13111908) 412365.32 3777795.30 384.17378 (13111908) 412385.32 3777795.30 344.95537 (13111908) 412405.32 3777795.30 313.10767 (13111908) 412425.32 3777795.30 286.60411 (13111908) 412445.32 3777795.30 263.75874 (13111908) 412465.32 3777795.30 243.80585 (13111908) 412485.32 3777795.30 226.46659 (13111908) 412265.32 3777815.30 777.94060 (12071219) 412285.32 3777815.30 678.17347 (12071219) 412305.32 3777815.30 536.36313 (13111908) 412325.32 3777815.30 462.21065 (13111908) 412345.32 3777815.30 409.13803 (13111908) 412365.32 3777815.30 368.47300 (13111908) 412385.32 3777815.30 333.55428 (13111908) 412405.32 3777815.30 305.43816 (13111908) 412425.32 3777815.30 281.91964 (13111908) 412445.32 3777815.30 261.16390 (13111908) 412465.32 3777815.30 242.96290 (13111908) 412485.32 3777815.30 227.33279 (13111908) 412261.97 3777984.79 379.27706 (12092219) 412281.97 3777984.79 408.35800 (12071219) 412301.97 3777984.79 318.18592 (12071219) 412321.97 3777984.79 279.38676 (12071219) 412341.97 3777984.79 256.77751 (12071219) 412361.97 3777984.79 241.37189 (12071219) 412261.97 3778004.79 372.82249 (12092219) 412281.97 3778004.79 397.24601 (12092219) 412301.97 3778004.79 301.36736 (14010717) 412321.97 3778004.79 257.70590 (12071219) 412341.97 3778004.79 236.07798 (12071219) 412361.97 3778004.79 222.29633 (12071219) 412261.97 3778024.79 374.91897 (12092219) 412281.97 3778024.79 403.92944 (12031616) 412301.97 3778024.79 299.76124 (12120116) 412321.97 3778024.79 243.10315 (14010717) 412341.97 3778024.79 216.04503 (12071219) *** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 107
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): CONSTRUCTION, HAUL0001 , HAUL0002 , HAUL0003 , HAUL0004 , HAUL0005 , HAUL0006 , HAUL0007 , HAUL0008 , HAUL0009 , HAUL0010 , HAUL0011 , HAUL0012 , HAUL0013 , HAUL0014 , HAUL0015 , HAUL0016 , HAUL0017 , HAUL0018 , HAUL0019 , HAUL0020 , HAUL0021 , HAUL0022 , HAUL0023 , HAUL0024 , HAUL0025 , HAUL0026 , HAUL0027 , . . . , *** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

Page 356 of 404 ends

412321.97 3778044.79 229.40138 (12092219) 412341.97 3778044.79 203.34736 (14010717) 412361.97 3778044.79 185.97427 (14010717)
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 108
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848 HRS) RESULTS *** ** CONC OF CONST IN MICROGRAMS/M**3 **

NETWORK

GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUC 1ST HIGHEST VALUE IS 79.57826 AT ( 412173.28, 3777816.13, 168.50, 168.50, 0.00) DC 2ND HIGHEST VALUE IS 79.31752 AT ( 412193.28, 3777816.13, 168.69, 168.69, 0.00) DC 3RD HIGHEST VALUE IS 79.31291 AT ( 412153.28, 3777816.13, 168.30, 168.30, 0.00) DC 4TH HIGHEST VALUE IS 78.52694 AT ( 412133.28, 3777816.13, 167.95, 167.95, 0.00) DC 5TH HIGHEST VALUE IS 78.17151 AT ( 412213.28, 3777816.13, 168.92, 168.92, 0.00) DC 6TH HIGHEST VALUE IS 77.52434 AT ( 412113.28, 3777816.13, 167.87, 167.87, 0.00) DC 7TH HIGHEST VALUE IS 75.69043 AT ( 412093.28, 3777816.13, 167.62, 167.62, 0.00) DC 8TH HIGHEST VALUE IS 75.24544 AT ( 412233.28, 3777816.13, 169.14, 169.14, 0.00) DC 9TH HIGHEST VALUE IS 73.53530 AT ( 412073.28, 3777816.13, 167.24, 167.24, 0.00) DC 10TH HIGHEST VALUE IS 71.22070 AT ( 412053.28, 3777816.13, 166.98, 166.98, 0.00) DC HAUL 1ST HIGHEST VALUE IS 65.50168 AT ( 412273.28, 3777916.13, 170.52, 170.52, 0.00) DC 2ND HIGHEST VALUE IS 62.03868 AT ( 412273.28, 3777836.13, 169.94, 169.94, 0.00) DC 3RD HIGHEST VALUE IS 61.94498 AT ( 412273.28, 3777816.13, 169.59, 169.59, 0.00) DC 4TH HIGHEST VALUE IS 57.83225 AT ( 412265.32, 3777655.30, 168.00, 168.00, 0.00) DC 5TH HIGHEST VALUE IS 57.41343 AT ( 412265.32, 3777755.30, 168.77, 168.77, 0.00) DC 6TH HIGHEST VALUE IS 54.05764 AT ( 412233.28, 3777816.13, 169.14, 169.14, 0.00) DC 7TH HIGHEST VALUE IS 53.45895 AT ( 412233.28, 3777836.13, 169.60, 169.60, 0.00) DC 8TH HIGHEST VALUE IS 52.18373 AT ( 412233.28, 3777876.13, 169.86, 169.86, 0.00) DC 9TH HIGHEST VALUE IS 51.41984 AT ( 412233.28, 3777896.13, 170.01, 170.01, 0.00) DC 10TH HIGHEST VALUE IS 51.24655 AT ( 412281.97, 3778024.79, 171.28, 171.28, 0.00) DC ALL 1ST HIGHEST VALUE IS 129.30309 AT ( 412233.28, 3777816.13, 169.14, 169.14, 0.00) DC 2ND HIGHEST VALUE IS 122.89700 AT ( 412265.32, 3777755.30, 168.77, 168.77, 0.00) DC 3RD HIGHEST VALUE IS 110.39369 AT ( 412273.28, 3777816.13, 169.59, 169.59, 0.00) DC 4TH HIGHEST VALUE IS 109.87205 AT ( 412213.28, 3777816.13, 168.92, 168.92, 0.00) DC 5TH HIGHEST VALUE IS 106.75578 AT ( 412265.32, 3777775.30, 169.02, 169.35, 0.00) DC 6TH HIGHEST VALUE IS 104.86681 AT ( 412265.32, 3777735.30, 168.70, 168.70, 0.00) DC 7TH HIGHEST VALUE IS 102.42481 AT ( 412193.28, 3777816.13, 168.69, 168.69, 0.00) DC 8TH HIGHEST VALUE IS 101.64203 AT ( 412265.32, 3777795.30, 169.10, 169.10, 0.00) DC 9TH HIGHEST VALUE IS 100.43203 AT ( 412273.28, 3777836.13, 169.94, 169.94, 0.00) DC 10TH HIGHEST VALUE IS 99.11119 AT ( 412265.32, 3777715.30, 168.50, 168.50, 0.00) DC *** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 109
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF HIGHEST 1-HR RESULTS ***
** CONC OF CONST IN MICROGRAMS/M**3 **

DATE NETWORK

GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

CONSTRUC HIGH 1ST HIGH VALUE IS 752.99052 ON 12071219: AT ( 412233.28, 3777816.13, 169.14, 169.14, 0.00) DC

HAUL HIGH 1ST HIGH VALUE IS 478.82174 ON 12120116: AT ( 412265.32, 3777655.30, 168.00, 168.00, 0.00) DC

ALL HIGH 1ST HIGH VALUE IS 1035.24600 ON 12071219: AT ( 412233.28, 3777816.13, 169.14, 169.14, 0.00) DC *** RECEPTOR TYPES: GC = GRIDCART

Page 357 of 404 ends

GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 23132 *** *** C:\LAKES_AERMOD\Andres Duarte School Construction\Andres Duarte Scho *** 09/13/24 *** AERMET - VERSION 16216 *** *** September 2024 *** 13:06:32 PAGE 110
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** Message Summary : AERMOD Model Execution ***
--------- Summary of Total Messages --------

A Total of 0 Fatal Error Message(s)
A Total of 2 Warning Message(s)
A Total of 1684 Informational Message(s)
A Total of 43848 Hours Were Processed
A Total of 75 Calm Hours Identified
A Total of 1609 Missing Hours Identified ( 3.67 Percent)

******** FATAL ERROR MESSAGES ********
*** NONE ***

Page 358 of 404 ends

ORDINANCE NO. 25-04

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DUARTE
ADOPTING ZONE CHANGE 24-02, CHANGING THE ZONING OF THE
PROPERTY AT 1433 CRESTFIELD DRIVE (FORMER ANDRES
DUARTE SCHOOL) AND 2351 CENTRAL AVENUE (OTIS GORDON

PARK) FROM PUBLIC FACILITIES (PF) TO MULTIPLE FAMILY
RESIDENTIAL HIGH DENSITY (R4) AND OPEN SPACE (OS), AND TO

AMEND THE OFFICIAL ZONING MAP
WHEREAS, the applicant has submitted an application requesting approval of a Zone Change to change the zoning from Public Facilities (PF) to Multiple Family Residential High Density (R-4) for approximately seven acres of the site and from Public Facilities (PF) to Open Space (OS) for approximately six acres of the site, shown in Exhibit A, and located at 1433 Crestfield Drive for the High Density Residential parcel, and at 2351 Central Avenue for the Open Space parcel (i.e., Otis Gordon Park); and
WHEREAS, the zone change will also change the official Zoning Map, Chapter

19.06.020, to show the Zone Change as shown in Exhibit A; and WHEREAS, on August 18, 2025, the Planning Commission held a duly noticed public hearing on the proposed Project, whereupon the Planning Commission received additional public testimony and made recommendation to the City Council; and WHEREAS, notice of a public hearing on September 23, 2025, was given pursuant to Duarte Development Code Chapter 19.146 and in accordance with applicable State law; and WHEREAS, on September 23, 2025 the City Council held a duly noticed public hearing on the proposed Project, whereupon the City Council received additional public testimony; and

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF DUARTE, CALIFORNIA, DOES ORDAIN AS FOLLOWS:

SECTION 1. RECITALS
All of the facts set forth in the Recitals of this Ordinance are true and correct and incorporated herein by this reference.

SECTION 2. FINDINGS
Per Section 19.142.060.B, the City Council finds and determines as follows:

1. The amendment is internally consistent with all other provisions of the General Plan.

Page 359 of 404 ends

2 The proposed Zone Change promotes to orderly growth in the City. The General Plan’s Land Use policies include:
• LU 1.1.2: Encourage the development of a mix of housing types and densities to ensure a variety of housing to accommodate a range of tastes and incomes; and • LU 2.1.1: New infill residential development should be compatible in design, bulk, and height with existing nearby residential development as referenced in Duarte’s Architectural Design Guidelines and applicable Specific Plans.

The proposed Zone Change allows for a development that will blend well with surrounding neighborhoods. The development associated with the Zone Change has been designed with a similar setback design, with buildings along the street having front entries that face the main street. The buildings also have a variety of architectural styles that provides for compatibility with nearby residential development. The mix of housing provides housing opportunities that provides variety to single family and very high density options. The park portion of the development provides both a neighborhood amenity, with open access to the adjacent the neighborhood, and a citywide benefit by preserving and enhancing quality open space.

The development also conforms with General Plan Open Space policy:
• OS 2.1.2: Require new development to mitigate the burden it creates on existing parks through parkland dedication, recreational space development, and/or mitigation.

The Zone Change and the underlying development advance that policy by preserving Otis Gordon Park and providing for a comprehensive park upgrade including adding a parking lot that will improve local access to the park.

2. The proposed amendment will not be detrimental to the public interest, health, safety, convenience, or welfare of the City.

The proposed Zone Change will promote the community in a variety of ways including the preservation and upgrade of Otis Gordon Park and will allow for the development of 169 townhome units that expand local housing options. In addition, the proposed Zone Change and the underlying development will exhibit above average design quality that will assist in overall improvement to the design and function of the project site and the surrounding area. The proposed Zone Change and development with promote and enhance the public interest, health, safety, convenience, and welfare of the City.

Page 360 of 404 ends

3 the proposed use(s) and/or development will not endanger, jeopardize, or otherwise constitute a hazard to the property or improvements in the vicinity in which the property is located.

The proposed Zone Change allows for the buildout of a proposed residential development and upgrade of Otis Gordon Park that will enhance the neighborhood and community. The site is adequate to accommodate the proposed residential development and park. The associated environmental impact report (EIR) and related studies and mitigation measures address all environmental impacts as required by the California Environmental Quality Act, and the project design and conditions of approval provide for a development that will enhance and improve the community.

SECTION 3. SIGNATURE
The City Clerk is hereby authorized and directed to certify as to the adoption of this Ordinance.

SECTION 4.

This Ordinance shall take effect thirty (30) days after its adoption. The City Clerk shall certify to the adoption of this Ordinance and shall cause this Ordinance to be posted in the manner provided for in the Duarte Municipal Code.

PASSED, APPROVED, AND ADOPTED after second reading at a regular meeting of the City Council of the City of Duarte this 14th day of October 2025.

Cesar Garcia, Mayor
City of Duarte
APPROVED AS TO FORM:
________________________________
Thai Viet Phan
City Attorney
ATTEST:
________________________________
Frances Jimenez
City Clerk

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4 STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF DUARTE )
I, Frances Jimenez, City Clerk of the City of Duarte, County of Los Angeles, State of California, hereby attest to the above signature and certify that Ordinance No. 25-04 was adopted by the City Council of said City of Duarte at a regular meeting of said Council held on the 14th day of October, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________
Frances Jimenez
City Clerk

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5 EXHIBIT A

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RESOLUTION NO. 25-19

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUARTE

CERTIFYING THE FINAL ENVIRONMENTAL IMPACT REPORT (EIR)

FOR THE ANDRES DUARTE SCHOOL SITE PROJECT LOCATED AT
1433 CRESTFIELD DRIVE AND ASSOCIATED OTIS GORDON PARK
RENOVATION AT 2351 CENTRAL AVENUE
WHEREAS, the City Council of the City of Duarte (City) has considered the Draft Environmental Impact Report (EIR) for the Andres Duarte School Site Project that includes 169 townhome units and the renovation of Otis Gordon Park (Project) which includes a General Plan Amendment, zone change, parcel map, planned development permit and site plan and design review application and related items; and
WHEREAS, the EIR provides an assessment of the environmental impacts, alternatives, and mitigation measures associated with the proposed Project, and has been prepared in accordance with the California Environmental Quality Act, Public Resources Code Section 21000 et seq. (CEQA), and its implementing regulations in Title 14 of the California Code of Regulations, Section 15000 et seq. (CEQA Guidelines); and WHEREAS, written comments on the EIR were received from the public and other public agencies during the 45-day public review period, which began on June 16, 2025, and ended on July 31, 2025; and
WHEREAS, such comments and testimony will be responded to through the Comments and Responses portion of the Final Environmental Impact Report (Final EIR) for the Project, and be presented to the City Council for future consideration; and WHEREAS, the Final EIR will fully and adequately respond to the timely-submitted comments in the manner set forth in Section 15088 of the CEQA Guidelines; and WHEREAS, on August 18, 2025, the Planning Commission held a duly noticed public hearing on the proposed Project, whereupon the Planning Commission received additional public testimony and made recommendation to the City Council; and WHEREAS, notice of public hearing before the City Council concerning the adequacy and completeness of the EIR was given in accordance with the laws and policies of the City of Duarte; and
WHEREAS, on September 23, 2025, the City Council held a duly noticed public hearing on the proposed Project, whereupon the City Council received additional public testimony; and WHEREAS, the City Council has considered the analysis and recommendation provided in the staff report; the application, technical analyses, EIR and additional environmental review documents, and related material for the proposed Project; and the evidence and public testimony received at the public hearing held on September 23, 2025, at 7:00 p.m. in the City Council Chambers.

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2 WHEREAS, the City Council has independently reviewed all documentation comprising the draft EIR, and, utilizing its independent judgment, has found that the draft EIR addresses all environmental effects of the proposed Project and that the draft EIR fully complies with all requirements of CEQA and the CEQA Guidelines relating thereto.

NOW THEREFORE, the City Council resolves as follows:

SECTION 1. RECITALS
All of the facts set forth in the Recitals of this Resolution are true and correct and incorporated herein by this reference.

SECTION 2. COMPLIANCE FINDING
The City Council finds that the draft EIR fully complies with the requirements of CEQA and the CEQA Guidelines relating thereto.

SECTION 3. COMPLETENESS AND COMPONENTS
The City Council finds that the Final EIR will be complete and adequate and include the elements described below, in that it will address all environmental effects of the proposed Project. The Final EIR will be composed of the following elements:
a. Draft EIR
b. Introduction to Final EIR
c. Responses to Comments on the Draft EIR, which also includes a list of all commenters and public comment letters
d. Errata to the Draft EIR
e. Mitigation Monitoring and Report Program
f. Appendices, which includes revised appendices
SECTION 4. FINDINGS OF FACT
The City Council decision includes the Findings of Fact for the EIR, as set forth in Exhibit A.

SECTION 5. CERTIFICATION
The City Council of the City of Duarte certifies and approves the Final EIR, including all elements listed above, be certified by the City, as lead agency for the proposed Project.

All of the above documents and information, except for the responses to comments and any errata for final EIR have been and are on file with the Community Development Department of the City of Duarte.

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3 SECTION 6. SIGNATURE
The City Clerk is hereby authorized and directed to certify as to the adoption of this Resolution.

PASSED AND ADOPTED this 23rd day of September 2025.

Cesar Garcia, Mayor
City of Duarte
APPROVED AS TO FORM:
________________________________
Thai Viet Phan
City Attorney
ATTEST:
________________________________
Frances Jimenez
City Clerk

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF DUARTE )
I, Frances Jimenez, City Clerk of the City of Duarte, County of Los Angeles, State of California, hereby attest to the above signature and certify that Resolution No. 25-19 was adopted by the City Council of said City of Duarte at a regular meeting of said Council held on the 23rd day of September, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________
Frances Jimenez
City Clerk

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RESOLUTION NO. 25-20

A RESOLUTION OF THE CITY OF DUARTE APPROVING GENERAL
PLAN AMENDMENT 24-02, CHANGING THE LAND USE
DESIGNATION OF THE PROPERTY AT 1433 CRESTFIELD DRIVE
(FORMER ANDRES DUARTE SCHOOL) AND 2351 CENTRAL AVENUE
(OTIS GORDON PARK) FROM PUBLIC FACILITIES TO HIGH

DENSITY RESIDENTIAL AND OPEN SPACE, AND TO AMEND THE

GENERAL PLAN LAND USE DIAGRAM
WHEREAS, the applicant has submitted an application requesting approval of a General Plan Amendment to change the land use designation from Public Facilities to High Density Residential for approximately seven acres of the site and from Public Facilities to Open Space for approximately six acres of the site, shown in Exhibit A, and located at 1433 Crestfield Drive for the High Density Residential parcel, and at 2351 Central Avenue for the Open Space parcel (i.e, Otis Gordon Park); and
WHEREAS, the General Plan Amendment will also change the official General Plan Land Use Diagram (LU-1) to show the General Plan Amendment as shown in Exhibit A; and WHEREAS, In accordance with Chapter 19.142 of the Duarte Development Code, the City Council takes final action on General Plan Amendments; and WHEREAS, on August 18, 2025 the Planning Commission held a duly noticed public hearing on the proposed General Plan Amendment, whereupon the Planning Commission received additional public testimony and made recommendation to the City Council; and WHEREAS, notice of a public hearing on September 23, 2025, was given pursuant to Duarte Development Code Chapter 19.146 and in accordance with applicable State law; and WHEREAS, on September 23, 2025 the City Council held a duly noticed public hearing on the proposed General Plan Amendment, whereupon the City Council received additional public testimony; and
NOW THEREFORE, the City Council resolves as follows:

SECTION 1. RECITALS
All of the facts set forth in the Recitals of this Resolution are true and correct and incorporated herein by this reference.

SECTION 2. FINDINGS
The City Council finds and determines as follows:

1. The General Plan Amendment is internally consistent with all other provisions of the General Plan.

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2 The proposed General Plan Amendment promotes orderly growth in the City. The General Plan’s Land Use policies include: LU 1.1.2, which states, “Encourage the development of a mix of housing types and densities to ensure a variety of housing to accommodate a range of tastes and incomes,” and LU 2.1.1, which states, “New infill residential development should be compatible in design, bulk, and height with existing nearby residential development as referenced in Duarte’s Architectural Design Guidelines and applicable Specific Plans.” The proposed General Plan Amendment allows for a development that will blend well with surrounding neighborhoods. The development associated with the General Plan Amendment has been designed with a similar setback design, with buildings along the street having front entries that face the main street. The buildings also have a variety of architectural styles that provides for compatibility with nearby residential development. The mix of housing provides housing opportunities that provides variety to single family and very high density options. The park portion of the development provides both a neighborhood amenity with open access adjacent the neighborhood and a citywide benefit by preserving quality open space. The development also conforms with General Plan Open Space policy OS 2.1.2, which provides, “Require new development to mitigate the burden it creates on existing parks through parkland dedication, recreational space development, and/or mitigation.” The General Plan Amendment and proposed development advance OS 2.1.1 not only by preserving Otis Gordon Park but also by providing for a comprehensive park upgrade including adding a parking lot to improve local access to the park.

2. The proposed General Plan Amendment will not be detrimental to the public interest, health, safety, convenience, or welfare of the City.

The proposed General Plan Amendment will promote the community in a variety of ways, including the preservation and upgrade of Otis Gordon Park, and will allow for the development of 169 townhome units that expand local housing options. In addition, the proposed development will exhibit above average design quality that will assist in overall improvement to the design and function of the site and surrounding area. The proposed development will promote and enhance the public interest, health, safety, convenience, and welfare of the City.

3. The affected site is physically suitable in terms of design, location, operating characteristics, shape, size, topography, and the provision of public and emergency vehicle access, and public services and utilities and is served by highways and streets adequate in width and improvement to carry the kind and quantity of traffic the proposed use would likely generate, to ensure that the proposed use(s) and/or development will not endanger, jeopardize, or otherwise constitute a hazard to the property or improvements in the vicinity in which the property is located.

The proposed General Plan Amendment allows for the buildout of a proposed residential development and upgrade of Otis Gordon Park that will enhance the neighborhood and community. The site is adequate to accommodate the proposed residential development and park. The associated environmental impact report and related studies and mitigation measures address environmental impacts as required under the California Environmental Quality Act and the design of the development and conditions of approval will enhance and improve the community.

SECTION 3. SIGNATURE

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3 The City Clerk is hereby authorized and directed to certify as to the adoption of this Resolution.

PASSED AND ADOPTED this 23rd day of September 2025.

Cesar Garcia, Mayor
City of Duarte
APPROVED AS TO FORM:
________________________________
Thai Viet Phan
City Attorney
ATTEST:
________________________________
Frances Jimenez
City Clerk

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF DUARTE )
I, Frances Jimenez, City Clerk of the City of Duarte, County of Los Angeles, State of California, hereby attest to the above signature and certify that Resolution No. 25-20 was adopted by the City Council of said City of Duarte at a regular meeting of said Council held on the 23rd day of September, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________
Frances Jimenez
City Clerk

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4 EXHIBIT A

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RESOLUTION NO. 25-21

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUARTE
APPROVING TENTATIVE PARCEL MAP 24-01 (84544) DIVIDING ONE

PARCEL INTO TWO PARCELS ON THE PROPERTY LOCATED AT
1433 CRESTFIELD DRIVE AND 2351 CENTRAL AVENUE
WHEREAS, the applicant has submitted an application requesting approval of a Tentative Parcel Map to subdivide a 13-acre parcel into two parcels located at 1433 Crestfield Drive and 2351 Central Avenue in order to accommodate a proposed residential development and park renovation project generally referred to as the Andres Duarte School Project (“Project”); and
WHEREAS, the City Engineer has found and determined that Tentative Parcel Map No. 84544, and the conditions of approval attached thereto, conform to the State Subdivision Map Act and the applicable requirements of Article Five of the Duarte Development Code; and WHEREAS, on August 18, 2025, the Planning Commission held a duly noticed public hearing on the proposed Project, whereupon the Planning Commission received additional public testimony and made recommendation to the City Council; and WHEREAS, notice of a public hearing on September 23, 2025, was given pursuant to Duarte Development Code Chapter 19.146 and in accordance with applicable State law; and WHEREAS, on September 23, 2025, the City Council held a duly noticed public hearing on the proposed Project, whereupon the City Council received additional public testimony; and NOW THEREFORE, the City Council resolves as follows:

SECTION 1. RECITALS
All of the facts set forth in the Recitals of this Resolution are true and correct and incorporated herein by this reference.

SECTION 2. FINDINGS
The City Council finds and determines as follows:

1. The proposed map is consistent with the general plan and zoning designation.

The proposed Tentative Parcel Map meets the requirements of the Duarte General Plan and the Development Code. Specifically, the proposed map meets the requirements of Chapter 19.10 (Residential Zones) and Table 2-4 that addresses lot size requirements. The map allows for the division of property to separate the housing use from the park use. Such division helps to protect the park parcel as public open space while allowing the parcel zoned for residential dwellings to be developed.

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2 2. The design or improvement of the proposed subdivision is consistent with the general plan and zoning designation.

The proposed development is designed to meet all requirements of the Duarte General Plan and the Development Code. The proposed residential development and park are designed to blend well with the neighborhood and provide additional housing and recreation opportunities for the community.

3. The site is physically suitable for the type of development.

The proposed residential portion of the development occupies a similar space to the area of the property that was formerly a neighborhood school, and the proposed park is similar to the park that has been at this location for years. There is adequate space to provide for each use and the proposed development will benefit the neighborhood and community.

4. The site is physically suitable for the proposed density of development.

The proposed map divides the property into two parcels one for residential use and the other for park/open space use. The proposed density for the residential parcel is approximately 24 dwelling units per acre. This is a typical density for multi-unit townhomes, and the site adequately accommodates the residential use. While this density is higher than the surrounding neighborhood due to the clustering of the residential dwellings, such clustering and density allows the park to remain and be upgraded as part of this Project.

5. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

An environmental impact report (“EIR”) has been prepared for the overall development Project, that includes a General Plan Amendment and zone change. As provided in the EIR, a thorough analysis of the environmental impacts of the Project as required under the California Environmental Quality Act (“CEQA”) has determined that the Project is not likely to cause substantial environmental damage nor substantially and avoidable injury fish or wildlife or their habitat.

6. The design of the subdivision or type of improvements is not likely to cause serious public health problems.

An EIR has been prepared for the overall development Project, that includes a General Plan Amendment and zone change, and it determines that there will not be significant impact on public health, including air quality, noise, or other factors as required under CEQA.

7. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.

The Tentative Parcel Map does not include any easements for access through or use of the property within the subdivision that will conflict with the proposed improvements. Easements

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3 identified on the Tentative Parcel Map that are indicated to remain will be incorporated as part of the development project.

8. The proposed map will not adversely affect the adjoining properties as to value, precedent, or be detrimental to the area.

The Tentative Parcel Map will allow the development of a multi-family residential project and park that have been designed to correspond with the allowed land uses, and the improvements are consistent with the General Plan and applicable zone.

SECTION 3. CONDITIONS OF APPROVAL
This approval is subject to the conditions of approval attached in Exhibit A.

SECTION 4. SIGNATURE
The City Clerk is hereby authorized and directed to certify as to the adoption of this Resolution.

PASSED AND ADOPTED this 23rd day of September 2025.

Cesar Garcia, Mayor
City of Duarte
APPROVED AS TO FORM:
________________________________
Thai Viet Phan
City Attorney
ATTEST:
________________________________
Frances Jimenez
City Clerk

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4 STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF DUARTE )
I, Frances Jimenez, City Clerk of the City of Duarte, County of Los Angeles, State of California, hereby attest to the above signature and certify that Resolution No. 25-21 was adopted by the City Council of said City of Duarte at a regular meeting of said Council held on the 23rd day of September, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________
Frances Jimenez
City Clerk

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5 EXHIBIT A
Conditions of Approval

1. Improvement plans and necessary letters of credit, cash, and/or bonds to secure the construction of all streets, storm drains, water, sewer, grading, and equestrian trails shall be submitted and approved by the City Engineer, and the subdivision agreement and other required agreements approved by City Attorney, prior to the recordation of the Final Map.

2. A Final Map prepared by or under the direction of a Registered Civil Engineer or Licensed Land Surveyor must be processed through the City Engineer prior to being filed with the County Recorder.

3. All easements existing at the time of the Final Map approval must be accounted for on the approved Tentative Map. This includes the location, owner, purpose, and recording reference for all existing easements. If an easement is blanket in nature or indeterminate in nature, a statement to that effect must be shown on the tentative map in lieu of its location.

4. Easements for Private Driveways and Fire Lanes, and all utilities, including water, sewer, storm drains shall be provided on the Final Map to the satisfaction of the City Engineer and City Attorney.

5. All site, grading, landscape & irrigation, and street improvement plans shall be coordinated for consistency prior to the issuance of any permits.

6. A preliminary title report and guarantee is required and such document shall show all fee interest holders; all interest holders whose interest could ripen into a fee; all trust deeds, together with the name of the trustee; and all easement holders. The account for this title report should remain open until the final map is filed with the County Recorder.

7. The Tentative Map shall expire 24 months from the date of approval. The subdivider, not less than 60 days prior to the expiration date, may request in writing, to the City, an extension of the approval.

8. The following shall be prepared by a professional registered engineer and submitted to the Engineering/Public Works Division for review and approval:

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6 • LID Plan. A Low Impact Development (LID) Plan shall be submitted to the Engineering/Public Works Division for review. The LID plan shall provide a comprehensive and technical discussion of how the proposed project will comply with the City’s stormwater program requirements. LID Guidance and implementation can be obtained from Los Angeles County Public Works LID Standards Manual. Contact the Duarte Public Works Division for more information. The LID plan shall be approved prior issuance of grading permits. A hydrology study should be included with the submission of the LID documents. • Civil Plans. Two sets of complete Civil plans shall be submitted to the Engineering/Public Works Division for review, accurately showing all existing public improvements near the subject development (i.e., street lights, signs, utility vaults and boxes, bus stops, street trees, catch basins, etc.) and shall clearly indicating any proposed modifications to the existing public improvements. Such proposed modifications to the public improvements shall require approval from the City Engineer and Community Development Director prior to issuance of any building permit and/or grading permit. The Civil plans shall be submitted concurrently with the LID plan.
• Soils/Geology report and Hydrology Study.
• A detailed grading and drainage plan, including all supporting information and design criteria. The grading and drainage plan shall be approved by the City Engineer and a grading bond shall be submitted prior to the issuance of a grading permit.
• Performance bonds may be required for other phases of the project. • A detailed utility plan.

9. A right-of-way (ROW) permit shall be obtained from the Public Works Division prior to starting any work within the public right of way or placement of traffic control and BMPs within public right of way.

10. All utility facilities along Crestfield Drive within the public right of way including but not limited to conduit, cable, cabinets, control boxes, etc. shall be placed underground with any access panels flush with the ground surface. If there are physical constraints restricting the placement of utility facilities underground, the developer shall provide clear engineering reasons why above ground facilities cannot be installed with underground vaults/handholes. Additionally, all utility services stubbed to the site that will

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7 not be used to serve the development shall be properly abandoned.

11. New street lighting shall be installed on Central Avenue and Crestfield Drive. Street lighting plans shall be submitted to the City of Duarte for review and approval of placement, features and standard footing and power source. All necessary coordination with outside agencies for power source shall be done by the developer or contractor; including but not limited to easement agreements.

12. New parking lot lighting shall be installed in the park parking lot with a separate power source and meter. Parking lot lighting plans shall be submitted to the City of Duarte for review and approval of placement, features, standard footing and power source.

13. Remove and reconstruct all concrete curb & gutter along the property frontage on Central Avenue and Crestfield Drive, in accordance with City of Duarte Standard Specifications. Slot patch for curb & gutter reconstruction shall be a minimum of 18” from the edge of gutter pan.

14. Remove and reconstruct ADA ramp at the northwest corner of Central Avenue and Crestfield Drive, in accordance with City of Duarte Standard Specifications.

15. Remove existing improvements and construct sidewalk on Central Ave.

Sidewalk shall be constructed per City of Duarte Standard Plans. Parkway landscaping details shall be approved by Community Development Department at time of plan check prior to issuance of off-site improvements permit issuance. New tree and landscaping maintenance, including water and power for the irrigation system, shall be the responsibility of the new property owner or responsible party. A separate irrigation meter from the project, backflow device and irrigation system shall be installed for new tree wells that are to be located in the parkway frontage for the project. Irrigation control equipment shall meet all standards of the City of Duarte and applicable County and State laws for water conservation.

16. Remove existing improvements and construct sidewalk and tree wells.

Sidewalk shall be constructed per City of Duarte Standard Plans. Parkway length, placement, and landscaping details shall be approved by Community Development at time of plan check prior to issuance of off-site improvements permit issuance. New tree and landscaping maintenance, including water and power for irrigation system, shall be the responsibility of the new property owner or responsible party. A separate irrigation meter from the project, backflow device and irrigation system shall be installed for new tree wells and or parkway areas that are to be located in the parkway

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8 frontage for the project. Irrigation control equipment shall meet all standards of the City of Duarte and applicable County and State laws for water conservation.

17. Remove all existing driveway approaches off Central Avenue and Crestfield Drive and reconstruct sidewalk to match all new sidewalk, curb and gutter and tree well as approved by Community Development Department.

18. The Developer shall construct any new driveway approaches to City standards for parking area and emergency vehicle access. All new driveway aprons shall be constructed in accordance with City of Duarte approved standards and shall provide a minimum 4-foot wide path of travel at not more than 2% cross-slope at the top of the apron. Top of driveway apron X shall be a 3-foot minimum from any trees, poles, and any other aboveground structures. Decorative or enhanced paving shall be installed behind the driveway approach to a width of 20’ or as otherwise approved by the Community Development Department. Driveway approach locations and ramps shall be approved by the City Engineer prior to construction and shall require the issuance of a public right-of-way permit.

19. Construction of proposed private streets and or parking area shall be constructed in asphalt concrete at a depth of 4 inches over base or at a section approved by the Community Development Department. Asphalt Concrete -- Paving asphalt shall be C2 or D1 - PG 64-10 (1/2" or 3/8") for finished paving, depending on overlay thickness, and B- PG 6410 (3/4") for base paving. Asphalt concrete for Type D1 or Type D2 curb shall be D2 - PG 70-10.

20. Complete full width 2” Mill & Overlay with rubberized asphalt of Crestfield Drive from north property line to Central Avenue.

21. Complete full width 2” Mill & Overlay with rubberized asphalt of Central Avenue from west property line to Crestfield Drive.

22. All private street improvements including but not limited to driveway approach, sidewalk, ramps, curb and gutter, shall be constructed in accordance with City of Duarte Standards. Any deviation shall be previously approved by the Community Development Department.

23. All trenching/potholing/street cuts shall be fixed permanently within five (5) working days following the completion and acceptance of the backfill.

Temporary asphalt concrete is required immediately following completion of the backfill. If plates are necessary, they shall be placed flush to the road

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9 surface and tack welded together if two or more plates are used. If plates are necessary, then under no circumstance shall a trench remain plated longer than 48 hours, unless a longer term is approved by the Public Works Manager.

24. Traffic control work (delineation and signage) shall comply with the California Manual on Uniform Traffic Control Devices. A traffic control plan shall be submitted to the Public Works Division for review and approved prior to beginning construction and/or grading. This shall include any temporary pedestrian path and access during the construction of sidewalk.

25. Vehicular access to public streets and driveways shall remain unobstructed during the construction period.

26. The developer, contractor and all representatives shall comply with the National Pollution Discharge Elimination System (NPDES) Permit No.

CAS004004, Order No. R4-2021-105, and amendments, issued by the California Regional Water Quality Control Board, Los Angeles Region.

Construction activities that disturb one acre or more are regulated under the NPDES stormwater program. Operators of regulated construction sites are required to develop and implement a Stormwater Pollution Prevention Plan (SWPPP) and to obtain coverage under the Construction General Permit Order No. 2022-0057-DWQ from the State Water Resources Control Board.

A copy of the SWPPP and related documents including the NOI and State issued WDID No. shall be provided to the Public Works Division to keep on file and ensure compliance.

27. The developer and/or contractor is responsible for implementing the following Best Management Practices (BMPs). These, as well as any other applicable measure shall be installed and maintained at all times for all projects and work resulting in disturbance of soil. Implementation shall conform to applicable Caltrans or CASQA BMP standard and to the satisfaction of the City Engineer:
• Install filter materials (such as sandbags, filter fabric, etc.) at the storm drain inlet nearest the downstream side of the project site in order to retain any debris or dirt flowing in the storm drain system. Maintain and/or replace filter materials to ensure effectiveness and to prevent street flooding. Straw waddles will not be acceptable for catch basin covering.
• Ensure that concrete supply trucks or concrete/plaster operations do not discharge wash water into street, gutters, or storm drains.

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10 • Concrete wash area: Locate wash out areas away from the storm drains and open ditches, construct a temporary pit large enough to store the liquid and solid waste, clean pit by allowing concrete to set, breaking up the concrete, then recycling or disposing of properly. • Dust control shall be implemented during any construction or demolition activity. The developer and/or contractor will be responsible to ensure any workers (not limited to their direct subcontractors) are properly conducting dust control and precautions to prevent PMs in the air.

28. The developer and/or contractor shall incorporate and comply with all regulations, policies and standards regarding water, sewer, and storm water. A sewer capacity study, hydrology study and respective improvement plans if required shall be prepared and submitted to the City for final review prior to the issuance of grading permits. All sewer or storm drain improvements the City of Duarte determines necessary as a result of the project shall be addressed prior to issuance of building permits.

29. When it applies, sewer connection fees shall be paid directly to the Los Angeles County Sanitation District. Proof of payment shall be provided prior to issuance of the grading permit.

30. Show the City of Irwindale and Duarte Boundary on site plan.

31. All off-site improvements within the City of Irwindale Public Right-of-Way shall be performed in accordance with City of Irwindale Standards and to the satisfaction of the Irwindale City Engineer at no cost to the City of Irwindale or City of Duarte. Construction plans shall be reviewed and approved by the Irwindale City Engineer. No work shall proceed without an encroachment permit from the City of Irwindale when crossing City limits.

All work required in the City of Irwindale shall be phased to occur concurrently with like public improvement related work in the City of Duarte.

Prior to issuance of building permits a detailed work plan and schedule for all public improvements resulting from the project shall be approved by both agencies.

32. Existing City of Irwindale Public right of way parking shall not be impacted by the development.

33. Any existing improvements in the public right of way (within the City of Duarte or City of Irwindale) damaged or made off-grade during construction, including but not limited to sidewalk, curb & gutter, ramps, driveways, etc. shall be removed and replaced in accordance with the respective City

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11 standards.

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RESOLUTION NO. 25-22

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUARTE
APPROVING SITE PLAN AND DESIGN REVIEW 25-19 FOR THE
CONSTRUCTION OF A 169 UNIT TOWNHOME DEVELOPMENT AT
1433 CRESTFIELD DRIVE (FORMER ANDRES DUARTE SCHOOL)
WHEREAS, pursuant to Duarte Development Code Chapter 19.122, the applicant is requesting approval of a Site Plan and Design Review (SPDR) application for the construction of a 169 unit townhome development and associated site improvements at 1433 Crestfield Drive (former Andres Duarte School); and
WHEREAS, new multi-family structures in residential zones require Planning Commission approval, pursuant to Duarte Development Code Section 19.122.030; however, in this instance the Planning Commission shall act as a recommending body to the City Council, consistent with Duarte Development Code Sections 19.122.030(A)(5) and 19.122.050(C); and WHEREAS, on August 4, 2025, the Architectural Review Board held a public meeting that was noticed pursuant to Duarte Development Code Chapter 19.146 and in accordance with applicable State law to consider the SPDR application and provided a recommendation of approval to the Planning Commission; and
WHEREAS, this Site Plan and Design Review case is associated with other entitlements including Planned Development Permit 24-01, which comprehensively comprise the proposed project being considered by the Planning Commission; and WHEREAS, notice of a public hearing on the Site Plan and Design Review was given pursuant to Duarte Development Code Chapter 19.146 and in accordance with applicable State law; and
WHEREAS, the City Council has considered the analysis and recommendation provided in the staff report; the application, technical analyses, environmental review documents, and related material for the Site Plan and Design Review 25-19 and for the underlying project; and the evidence and public testimony received at the public hearing held on September 23, 2025, at 7:00 p.m. in the City Council Chambers.

NOW THEREFORE, the City Council resolves as follows:

SECTION 1. RECITALS
All of the facts set forth in the Recitals of this Resolution are true and correct and incorporated herein by this reference.

SECTION 2. FINDINGS
Based upon substantial evidence presented to the City Council during the public hearing, including application materials, technical studies, environmental review documents, written staff reports, the recommendation of the Architectural Review Board, written correspondence, and

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2 verbal testimony, the City Council hereby finds and determines as follows, consistent with Duarte Development Code Section 19.122.050.E:

1. The project is consistent with the General Plan and is in compliance with all applicable provisions of this Development Code and all other City ordinances and regulations.

The proposed development of 169 townhomes is an approved use in the R-4 zoning district. The proposed development meets the requirements of the General Plan and promotes quality local growth. The proposed development, generally, meets all requirements of the zoning with the proposed deviations that do not detract from overall quality of development, and that are authorized through the Planned Development Permit process. The Planned Development process ensures that the project: provides for efficient use of land and excellence of design; provides enhanced amenities and innovation in energy efficiency; and results in a project that is significantly higher quality than would be achieved through conventional design practices and standards. Meeting those objectives, the overall design of the development of the project far exceeds the design of a development that simply met the minimum Development Code requirements. As a result of high quality design, the development is not only compatible with the surrounding neighborhood, the design quality exceeds that of the surrounding neighborhood.

2. The project will be constructed on a parcel that is adequate in shape, size, topography, and other circumstances to accommodate the proposed development.

The development consists of 169 townhome units and a recreation building. The development parcel is adequate to accommodate the proposed townhome development with the proposed density of approximately 24 dwelling units per acre, well within the allowable density of the R-4 zoning district. The 169 units are provided in a total of 25 buildings. To provide design variety, three different, but compatible architectural design themes are used, Spanish Colonial, Spanish Santa Barbara and Spanish Andalusian. This design variety enhances the quality of the development beyond the minimum requirements for architectural design.

3. The project is in compliance with the applicable criteria specified in Subsection 19.122.040 D. (Application Filing, Processing, and Review), above, and the site is suitable for the proposed development.

Specifically, Subsection 19.122.040 D requires four criteria:

1. Compatibility.

The property is located on the corner of Crestfield Drive and Central Avenue which has historically been a neighborhood school in a residential area. The development will provide additional housing in an area already developed as a residential neighborhood. Moreover, the development enhances an existing park to be more accessible for neighborhood families. Therefore, the proposed residential development is compatible with the surrounding neighborhood.

2. Architectural Design and Detail.

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3 The development exhibits overall design excellence and provides a variety of architectural styles. The 169 units are provided in a total of 25 buildings. To provide design variety, three different, but compatible architectural design themes are used:

Spanish Colonial, Spanish Santa Barbara and Spanish Andalusian. This design variety increases visual appeal, makes for a better project, and surpasses minimum requirements for architectural design.

3. Landscape. Lighting. Parking. Signs, and Other Design Details.

Equipment and Utilities. The project has been designed to locate all mechanical equipment on the ground. Proper site placement, fences and landscaping have been incorporated to further screen electrical equipment where possible. Existing overhead utility lines on Crestfield Drive will be undergrounded as a part of the project.

Fences/Walls. An eight-foot (8') tall block wall will be constructed on the northerly property line to address noise and lighting impacts. There will also be courtyard walls along the main street frontages that will provide security and compatibility.

Landscaping. Landscaping has been placed generously throughout the project site. A main focal landscape area is located on the Crestfield-Central intersection, and units have landscaped courtyards. A conceptual landscaping plan is included in the project plans, which depicts a variety of climate-adapted planting materials, trees, and appropriate landscaping placement for screening purposes. A standard condition of approval is added for a deferred detailed landscape plan review.

Lighting. The property will have adequate lighting for a residential project. The lighting plan will require review and approval from the Planning Division to ensure each fixture will be of high quality and decorative. Lighting design will be reviewed to also ensure offsite glare is avoided.

Parking. There will be two covered garage spaces provided for each unit. A condition will require the property owner to manage the property to ensure that the garage spaces be free of storage and that there is adequate parking for two vehicles.

Some of the units have tandem parking, and those spaces have been designed to City standards. There will also be guest parking provided—one space for every four units which meets the Development Code requirement. The related Planned Development Permit requires that the owner develop a parking management plan that will strictly limit the amount of vehicles on site to ensure there will be no overflow parking. Both Staff and the City's Traffic Engineer support the amount of parking provided for the project and do not anticipate impacts related to on-site.

4. The project is designed and arranged to provide adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring property.

The design of the residential development has been thoughtfully designed to complement the surrounding environment, provide architectural interest for on-site structures, recognize and be sensitive to adjacent residential neighborhoods, and to avoid creating new impacts related to

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4 public health, safety, and welfare. Conditions of approval have also been imposed to help avoid adverse and detrimental impacts on the City and surrounding community.

SECTION 3. CONDITIONS OF APPROVAL
This approval is subject to the conditions of approval attached in Exhibit A.

SECTION 4. SIGNATURE
The City Clerk is hereby authorized and directed to certify as to the adoption of this Resolution.

PASSED AND ADOPTED this 23rd day of September 2025.

Cesar Garcia, Mayor
City of Duarte
APPROVED AS TO FORM:
________________________________
Thai Viet Phan
City Attorney
ATTEST:
________________________________
Frances Jimenez
City Clerk

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5 STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF DUARTE )
I, Frances Jimenez, City Clerk of the City of Duarte, County of Los Angeles, State of California, hereby attest to the above signature and certify that Resolution No. 25-22 was adopted by the City Council of said City of Duarte at a regular meeting of said Council held on the 23rd day of September, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________
Frances Jimenez
City Clerk

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6 EXHIBIT A
Site Plan and Design Review Case 25-19
Draft Conditions of Approval

1. This approval recommendation is for the construction of a 169 unit townhome development and the renovation of Otis Gordon Park located at 1433 Crestfield Drive, as depicted on the approved plans on file with the Planning Division.

2. This approval is associated with Planned Development Permit 24-1 that allows flexibility to certain development standards.

3. A proposed plans shall be submitted to the City for review and approval prior to building permits. If phasing is proposed, a phasing plan shall address the townhome improvement and park improvements. Any changes or revisions to the approved phasing plan are subject to the approval of the City.

4. The final elevations of each building shall be reviewed and approved by the Planning Division prior to permit issuance. Final review shall include approval of the color palette, placement of colors, and all finished building materials/elements, including but not limited to the type, color, and/or placement of trims, awnings, among others. All finished materials/elements incorporated into the building design shall be of high quality and high durability, and shall take into consideration locations that may be more vulnerable to damage or potential maintenance concerns. Final stucco finish shall be subject to the approval of the CDD prior to construction.

5. The Spanish Andalusian plan shall require additional rock treatment, this includes specifically to the park facing unit (plan 5.0.2) and other units as determined by the Community Development Department, to enhance the vertical elements of the building. The final building design to be approved by the Community Development Department.

6. The applicant shall make an additional good faith effort to gain approval from the property owners to the north for the replacement of the existing walls with new, decorative, eight foot wall. Planning Staff shall approve the methods and required communications, with proof of distribution and/or mailing, prior to the applicants attempt to contact neighboring property owners.

7. All windows and doors shall require final approval from the Planning Division prior to permit issuance. A separate window and door plan with an accurate window and door schedule shall be provided to the Planning Division for review prior to submitting to Building and Safety plan check. The schedule shall list the window and door types and their locations. The plan shall include all necessary details on the type, color, and material of all proposed windows and doors; sections/detail drawings depicting the use of trims, moldings, mullions, etc.

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Duarte City CouncilSeptember 23, 2025

Duarte City Council
September 23, 2025