Illinois Near-Road NO2 Network Plan - 2014
Transcript of Illinois Near-Road NO2 Network Plan - 2014
Illinois Near-Road NO2 Network Plan - 2014
Introduction
Illinois EPA submits to USEPA a Near-Road NO2 network plan for the next calendar year,
2014. The plan is to provide a description of the Near-Road NO2 network. The
proposed Near-Road NO2 network plan is to be made available for public inspection for
30 days prior to submission to USEPA.
Relevant supporting air quality data in past Illinois Annual Air Quality Reports are
available at the following link http://www.epa.state.il.us/air/air-quality-
report/index.html. These data reports contain detailed monitoring data summaries
from the network, show comparisons to the applicable air quality standards, as well as,
illustrate pollutant trends over various time periods.
Near-Road NO2 Network Design
Introduction
The U.S. Environmental Protection Agency (EPA) finalized new minimum monitoring
requirements for nitrogen dioxide (NO2) monitoring networks in support of a 1-hour
NO2 National Ambient Air Quality Standard (NAAQS). In the new monitoring
requirements, state and local air monitoring agencies are required to install near-road
NO2 monitoring stations at locations where peak hourly NO2 concentrations are
expected to occur within the near-road environment in large urban areas. Per
regulation, at a minimum state and local air agencies must begin operating required
near-road NO2 monitors by January 1, 2014. This application includes a breakdown of
equipment, installation, preparation and initial debugging costs associated with
implementation of one near-road NO2 monitoring site.
Establishing a near-road site is expected and has been difficult for the Illinois EPA as the
conditions associated with the prospective sites and siting criteria are outside the
normal parameters typically encountered when implementing a site. Illinois EPA will
receive $200,000 from USEPA in the form of Section 103 non-matching grant to
establish the near-road NO2 monitoring site for the Chicago core based statistical area
(CBSA).
Requirements
Section 4.3 of Appendix D to Part 58 specifies that there must be one microscale near-
road NO2 monitoring station in each CBSA with population of 500,000 or more. An
additional near-road NO2 monitoring station is required if the CBSA population is 2.5
million or greater or if any CBSA with a population of 500,000 or more has more than
one or more road segments with 250,000 or greater annual average daily traffic (AADT).
According to the 2010 Census, the CBSAs in Illinois with population of 500,000 or more
are:
Chicago-Joliet-Naperville, IL-IN-WI 9,461,105
St. Louis, MO-IL 2,812,896
The monitoring of the St. Louis CBSA will be addressed by Missouri. Illinois EPA will
address the requirement of establishing the near-road NO2 site in the Chicago-Joliet-
Naperville CBSA.
Minimum monitoring requirements as determined following EPA’s draft Near-Road NO2
Monitoring Technical Assistance Document (TAD) dated December 21, 2011 indicate
two monitors will be required in the Chicago-Joliet-Naperville, IL-IN-WI CBSA. This is
based on the population of the Chicago-Joliet-Naperville, IL-IN-WI CBSA first exceeding
500,000 and secondly exceeding 2,500,000. The first monitor or first phase is required
to be operational by January 1, 2014 and is addressed in this network plan. The second
monitor will be addressed in a future network plan upon notification from USEPA of the
availability of funding and regulatory requirements.
This project supports EPA's Strategic Goal 1 (Taking Action on Climate Change and
Improving Air Quality) by establishing a Near-roadway station at a site in Illinois. The
grant will provide a means for Illinois to measure the improvement of air quality that
will result from reduced concentrations of NO2, CO and decreased ozone levels.
Reporting
Per 40 CFR 60 IEPA will submit performance reports to the EPA Air Project Officer.
These reports will include output and outcome comparison, slippage, and analysis and
information of cost overruns. Reports will be submitted bi-annually within 30 days
following the end of each 6 month period and a final report within 90 days after the
expiration of the project period. The final report will include a project activities list with
milestones, siting determination and findings, and an equipment inventory for the site.
Monitoring Plan Approach
Illinois EPA will address the requirements listed in Appendix D of Part 58 and the “Draft
Near-road NO2 Monitoring TAD for purposes of establishing the near-road NO2
monitoring site.
Potential Monitoring Sites
Illinois EPA will address the requirements listed in Appendix D of Part 58 and the “Draft
Near-road NO2 Monitoring TAD for purposes of establishing the near-road NO2
monitoring site. Illinois EPA has completed the traffic analysis (see details below).
Parameter Monitored
Table 16-1 in the TAD lists the Clean Air Science Advisory Committee (CASAC) Ambient
Air Monitoring and Methods Subcommittee’s (AAMMS) recommended parameters for
monitoring at a near-road site. The parameters are ranked as primary, secondary, or
tertiary. The following table lists these parameters and Illinois’ EPAs monitoring
intentions.
Priority Parameter Illinois’ Plan Monitor Availability
Primary
NO / NO2 / NOx To Monitor Purchase with grant
CO To Monitor Purchase with grant
O3 Will Not Monitor -
WS/WD To Monitor Purchase with grant
Secondary
Air Toxic Will Not Monitor -
Black Carbon Considering Purchase with grant
Ultrafine Particle distribution
or concentration
Will Not Monitor -
Traffic Count Will Not Monitor -
Tertiary
PM2.5 Will Not Monitor -
PM10-2.5 Will Not Monitor -
CO2 Will Not Monitor -
Organic and Elemental Carbon Will Not Monitor -
Other – (EPA recommended)
OT/RH Will Not Monitor -
Precipitation, SR & BP Will Not Monitor -
Schedule
Illinois will follow the following time table pending receipt of funding and availability of
resources.
Task Date of Activity Status/Revised Activity Date
Submit grant application for near-road NO2 Monitoring January 2012 Complete
Acquire Traffic Data February 2012 Complete
Develop Potential Site List February 2012 Complete
Assess site list March 2012 Complete
Submit Traffic and Site Assessment to Region 5 for evaluation
March 2012 Complete
Submit Revised Grant Application and Work Plan - March 2013
Seek property access/establish site agreement (Site 1) April 2012 In Process – April 2013
Draft Monitoring Plan (Site 1) April 2012 April-May 2013
Incorporate near-road into Annual Network Plan (Site 1) April 2012 April-May 2013
Seek contractor bid for Site 1 (power, concrete, fence, communications, site access, equipment, structure)
July 2012 May-July 2013
Submit Annual Network Plan including near-road site to Region 5 (2013 and 2014 Plan – Site 1)
July 1, 2012 July 1, 2013
Begin site preparations November 2012 September 2013
Install Shelter and Monitoring Equipment begin testing of site
December 2012 December 2013
Operate Site 1 January 1, 2013 January 1, 2014
Near-Road Air Monitoring in Illinois
According to 40 CFR Part 58 Appendix D, state and local air agencies are required to
operate one Near-road monitoring site within Core Based Statistical Areas (CBSA) with
populations of 500,000 or greater. States are also required to consider operating two
near-road monitoring sites within a CBSA that has a population of 2,500,000 or more
persons. The Chicago-Naperville-Michigan City Combined Statistical Area (Chicago CSA)
is such an area, having a population of over 9,000,000 people. Within the Chicago CSA
some roadway segments carry traffic volumes of 250,000 or more vehicles per day.
Traffic volume data are collected by the Illinois Department of Transportation (IDOT) in
the form of Annual Average Daily Traffic (AADT) counts. IDOT AADT accounts for total
traffic volume in both directions on a segment of road, for a year, divided by 365 (the
number of days in a year). Traffic volume data within the Chicago CSA, based on
guidance from the USEPA’s Near-Road Monitoring Technical Assistance Document
(Near-Road TAD), shows Cook County, Illinois as having the highest AADT. Figure 1
shows the IDOT road segments within Cook County that have AADT counts greater than
or equal to 250,000. Rings on the map highlight areas of focus.
Figure 1: Map of IDOT AADT Road Segments Greater than or Equal to 250,000
Further study by the IEPA of IDOT Cook County transportation statistics show that AADT
counts for road segments in Cook County are highest along I-90/94, northwest of the
Loop (the Kennedy Expressway) and along part of I-90/94 south of the Loop (Dan Ryan
Expressway). Based on this finding, roadway segments were ranked for Cook County
based on recommended methods provided in the USEPA’s Near-Road TAD. Table 1 lists
the top 20 road segments in Cook County with the highest AADT ranked in descending
order. These road segments were all found along the Kennedy Expressway.
Table 1: Top 20 AADT Counts for Road Segment from IDOT 2010 Data within Cook
County
IDOT Inventory
ID
Begin
Segment
End
Segment Road Name
Marked
Route Township
Count
Year AADT Rank
016 10094
000000 24.48 24.52
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 353,400 1
016 10094
000000 24.52 24.60
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 343,600 2
016 10094
000000 24.60 24.66
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 343,600 2
016 10094
000000 24.66 24.68
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 343,600 2
016 10094
000000 24.45 24.48
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 342,100 3
016 10094
000000 24.68 24.76
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 338,000 4
016 10094
000000 19.51 19.62
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 338,000 4
016 10094
000000 19.40 19.51
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 338,000 4
016 10094
000000 18.53 18.61
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 331,900 5
016 10094
000000 18.38 18.53
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 331,900 5
016 10094
000000 24.76 24.80
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 330,000 6
016 10094
000000 18.72 18.73
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 328,600 7
016 10094
000000 19.35 19.40
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 328,100 8
016 10094
000000 24.37 24.45
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 327,700 9
016 10094
000000 24.31 24.37
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 327,700 9
016 10094
000000 18.25 18.38
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 326,400 10
016 10094
000000 19.95 20.09
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 326,200 11
016 10094
000000 19.62 19.65
Kennedy
Expwy I-90/I-94 Jefferson (Chicago) 2009 325,400 12
016 10094
000000 23.74 23.80
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 325,200 13
016 10094
000000 23.80 23.93
Kennedy
Expwy I-90/I-94 West Chicago (Chicago) 2009 325,200 13
Figure 2 and Figure 3 depict the top 20 road segments ranked by AADT along the
Kennedy Expressway (I-90). These are areas where the highest AADT counts occur. The
segments are ranked highest to lowest with 1 being the highest ranked roadway (AADT
353,400). Segments with identical AADT were given the same rank value.
Figure 2: Highest AADT along the Kennedy Expressway – Ranked by AADT
Figure 3: High AADT Road Segments along the Kennedy Expressway – Ranked by AADT
Understanding the total number of heavy-duty vehicles within a traffic segment in
relation to total AADT is important to determine the amount of air pollution emitted on
a per vehicle basis between light duty vehicles and heavy duty vehicles. To assess the
fleet mix of road segments within the Chicago CSA, IDOT fleet mix data was ranked for
Cook County. Table 2 shows the top 20 ranked 2010 Heavy Duty Traffic counts
(HCAADT) in relation to AADT rankings and lists the percentage of heavy duty vehicles
(PCT HD) that contribute to the total AADT for top ranked HCAADT road segments.
Table 2: Top 20 HCAADT Counts for Road Segments from IDOT 2010 Data within Cook
County
IDOT Inventory ID
Begin
Segment
End
Segment
Road
Name Township HCAADT
HCAADT
Rank PCT HD AADT Rank
016 10080 000000 12.380 12.410 I-80 Thornton 41,800 1 27.7% 344
016 10080 000000 12.110 12.380 I-80 Thornton 41,800 1 27.7% 344
016 10080 000000 12.410 12.420 I-80 Thornton 41,800 1 27.7% 344
016 10080 000000 11.980 12.110 I-80 Thornton 41,800 1 27.7% 344
016 10080 000000 12.420 12.600 I-80 Thornton 41,800 1 27.7% 344
016 10080 000000 11.890 11.980 I-80 Thornton 41,800 1 32.4% 419
016 10080 000000 12.950 13.720 I-80 Thornton 41,800 1 30.8% 396
016 10080 000000 11.840 11.890 I-80 Thornton 41,800 1 35.2% 452
016 10080 000000 13.720 13.770 I-80 Thornton 41,800 1 30.8% 396
016 10080 000000 13.770 14.570 I-80 Thornton 41,800 1 30.8% 396
016 10080 000000 12.600 12.780 I-80 Thornton 41,800 1 35.9% 458
016 10080 000000 12.780 12.950 I-80 Thornton 41,800 1 35.9% 458
016 10080 000000 11.560 11.840 I-80 Thornton 41,800 1 44.4% 519
016 10080 000000 6.790 7.150 I-80 Thornton 26,900 2 19.88% 398
016 10080 000000 6.770 6.790 I-80 Thornton 26,900 2 19.9% 398
016 10080 000000 6.680 6.770 I-80 Thornton 26,900 2 19.9% 398
016 10080 000000 6.660 6.680 I-80 Bremen 26,900 2 19.9% 398
016 10080 000000 6.500 6.660 I-80 Bremen 26,900 2 19.9% 398
016 10080 000000 7.150 7.270 I-80 Thornton 26,900 2 19.9% 398
016 10094 000000 29.020 29.090
Dan Ryan
Expwy/I-
90
South
Chicago 26,000 3 12.4% 137
The Near-Road TAD recommends that, to evaluate traffic volume and car/truck fleet
mix, states should calculate Fleet Equivalent (FE) AADT. This metric integrates a road
segment’s AADT and HCAADT into a single value. A multiplier is applied to the segments
HCAADT to account for higher pollution emissions related to heavy duty-vehicles. The
formula from the Near-Road TAD page 6-8 is as follows:
FE AADT = (AADT-HDc) + (HDm * HDc)
IDOT
Inventory ID
Begin
Segmen
t
End
Segment
Road
Name Township FE AADT
FE
AADT
Rank AADT
AADT
Rank
HCAADT
Rank PCT HD
016 10080
000000 12.380 12.410 I-80/I-294 Thornton 526,900 1 150,700 344 1 27.7%
016 10080
000000 12.110 12.380 I-80/I-294 Thornton 526,900 1 150,700 344 1 27.7%
016 10080
000000 12.410 12.420 I-80/I-294 Thornton 526,900 1 150,700 344 1 27.7%
016 10080
000000 11.980 12.110 I-80/I-294 Thornton 526,900 1 150,700 344 1 27.7%
016 10080
000000 12.420 12.600 I-80/I-94 Thornton 526,900 1 150,700 344 1 27.7%
016 10080
000000 12.950 13.720 I-80/I-94 Thornton 511,800 2 135,600 396 1 30.8%
016 10080
000000 13.720 13.770 I-80/I-94 Thornton 511,800 2 135,600 396 1 30.8%
016 10080
000000 13.770 14.570 I-80/I-94 Thornton 511,800 2 135,600 396 1 30.8%
016 10080
000000 11.890 11.980 I-80/I-294 Thornton 504,900 3 128,700 419 1 32.5%
016 10094
000000 30.090 30.190
Dan Ryan
Expwy Thornton 498,500 4 264,500 69 3 9.8%
016 10094
000000 30.630 30.710
Dan Ryan
Expwy
South
Chicago 495,900 5 261,900 71 3 9.9%
016 10094
000000 29.670 29.710
Dan Ryan
Expwy
Lake
(Chicago) 494,900 6 260,900 72 3 10.0%
016 10080
000000 11.840 11.890 I-80/I-294
South
Chicago 494,900 6 118,700 452 1 35.2%
016 10094
000000 30.050 30.090
Dan Ryan
Expwy Thornton 494,300 7 260,300 73 3 10.0%
016 10080
000000 12.600 12.780 I-80/I-94
South
Chicago 492,600 8 116,400 458 1 35.9%
016 10080
000000 12.780 12.950 I-80/I-94 Thornton 492,600 8 116,400 458 1 35.91%
Where AADT is the total traffic volume count on a road segment, the HDc variable is the
total volume of heavy-duty vehicles for that road segment or HCAADT, and the HDm
variable is the national (10) or local multiplier that represents the heavy-duty to light
duty vehicle NOx emission ratio on a road segment. The U.S. EPA recommended
national default value of 10 is used in this analysis to represent all road segments in
Table 3. Table 3 ranks the top 20 road segments with the highest FE AADT on an
individual basis along with AADT rank, HCAADT rank and percent of heavy duty vehicles
(PCT HD).
Table 3 re-ranks the road segments based on highest FE AADT (top 20 segments), and
therefore re-prioritizes road segments based on expected NOx emissions from traffic on
each segment. The FE AADT rank correlates more closely with the HCAADT rank than
the AADT rank. This is due to the volume of heavy duty vehicles represented in IDOT
road segments.
016 10094
000000 30.190 30.260
Dan Ryan
Expwy Thornton 491,700 9 257,700 75 3 10.09%
016 10094
000000 31.090 31.120
Dan Ryan
Expwy
South
Chicago 491,000 10 257,000 76 3 10.12%
016 10094
000000 30.620 30.630
Dan Ryan
Expwy
Lake
(Chicago) 490,900 11 256,900 77 3 10.12%
016 10094
000000 30.710 30.720
Dan Ryan
Expwy
Lake
(Chicago) 488,100 12 254,100 78 3 10.23%
Table 3: Top 20 FE AADTs Calculated for Road Segments from IDOT’s 2010 Cook
County HCAADT and AADT
The segments with the highest FE AADT are located along the Tri-State Tollway in
southern Cook County. Figure 4 shows a close view of the 20 top-ranked road
segments and their locations along the Tri-State Tollway.
Figure 4: Road Segments on the Tri-State Tollway – Ranked by FE AADT
Figure 5 shows additional FE AADT ranked segments which can be found along the Dan
Ryan Expressway.
Figure 5: Road Segments on the Dan Ryan Expressway – Ranked by FE AADT