ML20073E880

Shine Medical Technologies, LLC Application for an Operating License Response to Environmental Requests for Additional Information

ML20073E880
Person / Time
Site:	SHINE Medical Technologies
Issue date:	03/13/2020
From:	Jim Costedio SHINE Medical Technologies
To:	Document Control Desk, Office of Nuclear Reactor Regulation
References
2020-SMT-0026
Download: ML20073E880 (184)

Text

101 E. Milwaukee Street, Suite 600 l Janesville, WI 53545 l P (608) 210-1060 l F (608) 210-2504 l www.shinemed.com March 13, 2020 2020-SMT-0026 10 CFR 50.30 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555

References:

(1) SHINE Medical Technologies, LLC. letter to NRC, dated July 17, 2019, SHINE Medical Technologies, LLC Application for an Operating License (ML19211C143)

(2) NRC letter to SHINE Medical Technologies, LLC, dated February 28, 2020, Request for Additional Information for Environmental Review of the SHINE Medical Technologies, LLC - Proposed Medical Isotope Production Facility Operating License Application (Docket Number: 50-608) (ML20052C761)

SHINE Medical Technologies. LLC Application for an Operating License Response to Environmental Requests for Additional Information Pursuant to 10 CFR 50.30, SHINE Medical Technologies, LLC. (SHINE) submitted an application for an Operating License for a medical isotope facility located in Janesville, Wisconsin (Reference 1). Via Reference (2), the NRC staff determined additional information was required to complete the environmental review.

provides the SHINE response to the NRC staffs request for additional information.

provides a revision to the SHINE Supplement to the Environmental Report -

Operating License Stage. The supplement revision replaces the SHINE Supplement to the Environmental Report - Operating License Stage provided via Reference (1) in its entirety. The enclosed revision addresses those changes identified during the environmental site audit.

If you have any questions, please contact Mr. Jeff Bartelme, Director of Licensing, at 608/210-1735.

I declare under the penalty of perjury that the foregoing is true and correct.

Executed on March 13, 2020.

Document Control Desk Page 2 Very truly yours,

~~

Vice President of Regulatory Affairs and Quality SHINE Medical Technologies, LLC Docket No. 50-608 Enclosures cc:

Project Manager, USNRC Environmental Project Manager, USNRC Supervisor, Radioactive Materials Program, Wisconsin Division of Public Health SHINE General Counsel

Page 1 of 26 ENCLOSURE 1 SHINE MEDICAL TECHNOLOGIES, LLC SHINE MEDICAL TECHNOLOGIES. LLC APPLICATION FOR AN OPERATING LICENSE RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION The NRC staff determined that additional information was required (Reference 1) to enable the continued review of the SHINE Medical Technologies, LLC. (SHINE) Supplement to the Environmental Report (Reference 2). The following information is provided by SHINE in response to the NRC staffs request.

PROPOSED ACTION (PA)

PA-1 Describe the process and methodology used to identify any new information that has become available since issuance of NUREG-2183, Environmental Impact Statement for the Construction Permit for the SHINE Medical Radioisotope Production Facility (Agencywide Documents Access and Management System Accession Number (ADAMS) ML15288A046).

SHINE Response In accordance with 10 CFR § 51.53(b), SHINE prepared a Supplement to Environmental Report

- Operating License Stage, which provided the information described in §§ 51.45, 51.51, and 51.52, but only to the extent that they differed from those discussed or reflected new information to that discussed in the final environmental impact statement (FEIS). SHINE began with a review of NUREG-2183 (Reference 3) to identify information that may have changed or been updated since its issuance.

The following subjects were considered static and, as such, no new information was identified:

Geotechnical information, Groundwater monitoring, and Archaeological surveys.

Additionally, SHINE did not reproduce any reconnaissance surveys to characterize the types of flora and fauna on site. Because the land use (agricultural), and therefore habitat availability, remained the same between the FEIS and the Supplement to the Environmental Report, the flora and fauna on-site was not likely to change.

Finally, SHINE did not provide updates to the impacts due to construction activities. In accordance with 10 CFR § 51.53(b), the supplement updated the information relevant to the Operating License. Impacts from construction had already been analyzed, and construction of the facility was approved. Instead, SHINE focused on identifying information that was self-revealing (e.g., new construction near the site), or readily available and

Page 2 of 26 retrievable (e.g., more recently published data). This approach was discussed with the NRC Staff at the public meeting held April 3, 2018 (Reference 4).

In order to identify self-revealing information or newly available data, SHINE began by reviewing NUREG-2183 and updating information about SHINEs technology or planned conduct of operations. For information about the affected environment, SHINE reviewed the NUREG-2183 references and identified those sources of data that were updated since the issuance of the FEIS. When the FEIS and the Environmental Report (ER) used different sources, and the FEIS source had not been updated, the source from the ER was consulted.

For local information such as nearby projects, the Economic Development Director for the City of Janesville and local news sources were consulted.

When possible, SHINE used the same sources and maintained the same level of detail as in the FEIS.

PA-2 The environmental report (ER) supplement states that additional information about the frequency of radiological waste shipments is described in Final Safety Analysis Report (FSAR)

Chapter 11. Chapter 11 of the FSAR however does not provide the frequency of radioactive waste shipments or deliveries to the proposed SHINE Medical Technologies, LLC (SHINE) facility. Are there changes in the monthly inbound and outbound shipments during facility operations from what is discussed in the NUREG-2183 (Section 4.10.2)? If so, provide the monthly inbound truck deliveries, outbound medical radioisotope product shipments, and outbound radioactive and non-radioactive waste shipments estimated during operations.

SHINE Response The expected frequency of inbound truck deliveries and outbound radioactive and non-radioactive waste shipments during operations are provided in Table 1. The number of outbound medical radioisotope product shipments provided in Table 1 represents a bounding estimate of molybdenum-99 (Mo-99) product shipments (see the SHINE Response to PA-7 for additional information on outbound medical radioisotope production shipments).

Table 1. Types and Frequencies of Shipments to Support Operations of the SHINE Facility Type of Shipment Frequency (shipments/

month)

Change from NUREG-2183 Inbound truck deliveries 36 No change Outbound Mo-99 medical radioisotope product shipments 39 No change Outbound radioactive waste shipments 1.5 Decreased from 25.6 shipments/year (2.13 shipments/month)

Outbound non-radioactive waste shipments 5

Increased from 1 shipment/month

Page 3 of 26 PA-3 Title 10 of the Code of Federal Regulations (10 CFR) Part 51.45(d) states that the ER shall describe the status of compliance of Federal permits, licenses and approvals that must be obtained in connection with the proposed action. The ER supplement states that no additional permit or approvals have been identified since the issuance of NUREG-2183. However, the ER supplement does not provide any updates or changes that describe the status of compliance related to permits or approvals since issuance of NUREG-2183.

a.) Provide a status update of the permits and approvals listed in Table B-4 of NUREG-2183.

b.) Provide a copy of State of Wisconsin radioactive materials license (license number 105-2083-01) for Building One.

c.) Will uranium metal or uranium oxide be supplied by the Department of Energy, Y-12 National Security Complex? Has SHINE secured a lease and take-back contract with the Department of Energy?

SHINE Response a.) An update to the listing of permits and approvals required for construction and operation of the SHINE facility, including a status of compliance, is provided in Attachment 1.

b.) A copy of the State of Wisconsin radioactive materials license (License No. 105-2083-01) for Building One is provided in Attachment 2. Security-related information, identified in consultation with personnel from the State of Wisconsin Department of Health Services, has been redacted from the copy of the radioactive materials license provided in Attachment 2.

c.) Low enriched uranium metal and/or oxide will be supplied by the Department of Energys Y-12 National Security Complex. SHINE is currently in the process of executing a lease and take-back contract with the Department of Energy.

PA-4 Are there changes in the 8,200 6-day curies of molybdenum-99 (Mo-99) per week that SHINE expects to produce? If so, quantify the changes.

SHINE Response The bounding production value of 8,200 6-day curies of Mo-99 per week has not changed. This bounding production value is based on full licensed power operation at 125 kilowatts (kW) of 8 units with 5.5-day irradiations during 6.5-day cycles, resulting in a bounding estimate of 9 Mo-99 product shipments per week.

Page 4 of 26 PA-5 The ER supplement identifies that the building designs have been refined resulting in a smaller total buildings footprint but similar overall total footprint. Provide the footprints of the following buildings and features:

Storage building Material staging building Resource building Nitrogen purge system structure Administration building Parking lots Roads Stormwater features Building One SHINE Response The footprints of SHINE site structures and features are provided in Table 2.

Table 2. Footprints of SHINE Site Structures and Features Structure/Feature Footprint (ft2)

Storage building 15,000 Material staging building 7,500 Resource building 3,000 Nitrogen purge system structure 1,000 Administration building 10,000 Paved areas (parking lots and roads) 151,500 Stormwater features 110,000 Building One 11,500 PA-6 Has SHINE identified any changes in the following characteristics for decommissioning of the proposed SHINE facility:

estimated workforce, shipments, waste types and quantities, or fuel consumption?

If so, quantify the changes and frequency, as applicable.

Page 5 of 26 SHINE Response A detailed Decommissioning Cost Estimate (DCE) was prepared for the Operating License application. This document estimated the workforce, shipments, and waste types and quantities for decommissioning of the SHINE facility. These values have changed primarily due to changes in the decommissioning approach. The facility will be decommissioned over the course of 24 months, during which the facility will be decontaminated to a level that permits the site to be released for unrestricted use. The peak workforce estimate during this time is 26, which includes health physics personnel to perform surveys and swipes throughout the decontamination effort.

The number of waste shipments per month and total waste shipments were reduced as a result of the revised approach. The total number of shipments is estimated to be 513, an average of approximately 22 shipments per month. The types of radioactive waste remain the same, with Class A, B, C, and greater than Class C (GTCC) waste. An estimate of waste quantities, by type, is provided in Table 3.

Table 3. Estimate of Waste Quantities During Decommissioning of the SHINE Facility Waste Type Weight (pounds)

Volume (ft3)

C&D Waste (non-radiological) 1,802,000 Class A Components 489,879 26,361 Class A Concrete (main production facility) 2,641,200 36,542 Class A Liquids 1,468,791 23,528 Class B/C Components 141,200 5,528 Low Level Mixed Waste 1,377 22 Greater than Class C 20,800 40 Fuel consumption was not reevaluated for the Operating License application. Values provided previously for fuel consumption during decommissioning are expected to bound the current decommissioning plan due to the reduced workforce and number of waste shipments.

Changes in the estimated peak workforce, decommissioning period, number of waste shipments, and radioactive waste types between the preliminary safety analysis report (PSAR) and the FSAR are summarized in Table 4.

Table 4. Estimate of Peak Workforce, Decommissioning Period, Waste Shipments, and Radioactive Waste Types between PSAR and FSAR PSAR FSAR Peak Workforce 261 26 Decommissioning Period (months) 6 24 Waste Shipments (average per month) 191 22 Radioactive Waste Types Class A, B, C, and GTCC Class A, B, C, and GTCC

Page 6 of 26 PA-7 The ER supplement states that the proposed action is the issuance of an Operating License, under the provisions of 10 CFR Part 50, that would allow SHINE to operate a radioisotope production facility to produce Mo-99, iodine-131 (I-131), and xenon-133 (Xe-133).

a.) Clarify if the waste shipments, deliveries, medical radioisotope product shipments provided in response to PA-2 account for I-131 and Xe-133. If not, provide this information.

b.) Provide how much I-131 and Xe-133 will be produced on a weekly basis.

SHINE Response a.) Waste shipments and deliveries provided in the SHINE Response to PA-2 account for I-131 and Xe-133 production; however, the 468 annual (39 per month) medical radioisotope product shipments described in the SHINE Response to PA-2 represents a bounding estimate of Mo-99 product shipments. SHINE expects 416 annual (8 per week) Mo-99 product shipments. After accounting for one of each I-131 and Xe-133 product shipments per week, 520 medical radioisotope product shipments per year are expected.

b.) Maximum I-131 and Xe-133 production quantities are provided in Subsection 9b.5.1.1 of the FSAR.

PA-8 Provide the following that was presented to the U.S. Nuclear Regulatory Commission (NRC) staff during the SHINE environmental audit:

a.) a conceptual view of the proposed SHINE facility and process (Overview Presentation Slide Nos. 3 and 10).

b.) updated publicly available versions of conceptual graphics for the SHINE Device and a representative irradiation unit (Overview Presentation Slide No. 24).

c.) a revised SHINE radioisotope production system flow diagram that describes the overall isotope production process (Overview Presentation Slide No. 12).

SHINE Response a) A rendering of the proposed SHINE facility is provided in Figure 1. An overview of the SHINE process is provided in Figure 2.

b) Renderings of the SHINE irradiation units are provided in Figure 3.

c) A revised SHINE process flow diagram, describing the overall isotope production process, is provided in Figure 4.

Page 7 of 26 Figure 1. SHINE Facility Rendering

Page 8 of 26 Figure 2. SHINE Process Overview

Page 9 of 26 Figure 3. SHINE Irradiation Unit Renderings

Page 10 of 26 Figure 4. SHINE Process Flow Diagram

Page 11 of 26 AIR QUALITY AND NOISE (AQN)

AQN-1 NUREG-2183 identifies six fuel combustion emission sources for the facility: one emergency diesel generator, four natural-gas-fired heaters to heat four buildings (the diesel generator building, the waste staging and shipping building, support facility building, and the administration building) and one natural gas boiler to meet heating requirements for the Production Facility Building. Section 2.7 of the ER supplement states that: 1.) SHINE will maintain a standby natural gas generator instead of the diesel generator identified in the construction permit (CP)

ER; 2.) the heating system design for the facility has also changed and will include three 50-percent capacity natural gas fired heating boilers; and 3.) fuel combustion emissions sources from the facility will include the standby natural gas fired generator and the facility heating system. It is unclear if the change in the heating system design discussed in the ER supplement is referring to the entire SHINE medical radioisotope production facility (comprised of the main production facility, storage building, material staging building, resource building, and administration building) or specifically to the main production facility (formerly the Production Facility Building).

a.) Will the three natural gas fired heating boilers identified in the ER supplement provide heating solely for the Main Production Facility?

b.) In addition to the three natural gas fired heating boilers identified in the ER supplement, will the SHINE facility heating system also consist of four natural gas-fired heaters? Are there changes in the number, design, or estimated use of natural-gas fired heaters from the four identified in the CP ER and NUREG-2183 as a result of building design refinements and new structures that would result in an increase in air emissions from what is presented in the NUREG-2183? If so, quantity the increase in air emissions.

c.) Provide an estimate of the total amount of natural gas the facility would use annually from the facility combustion sources.

SHINE Response a.) The three natural-gas-fired heating boilers identified in the Supplement to the Environmental Report provide heating solely for the main production facility. These three natural-gas-fired heating boilers are further described in Subsection 9a2.1.4 of the FSAR.

b.) There are no changes to the number, design, or estimated use of the four natural gas-fired heaters that would alter the fuel combustion emissions values provided in Table 4-5 of NUREG-2183 (Reference 3). The values estimated for each facility emissions source are conservative, assuming constant heater usage for 50 weeks out of a 52-week cycle.

The four natural-gas-fired heaters described in NUREG-2183 are for outbuildings of the SHINE facility. Currently, these natural-gas-fired heaters provide heat for the following outbuildings: storage building (formerly the support facility building), administration building, resource building (formerly the diesel generator building), and the material staging building (formerly the waste staging and shipping building).

Page 12 of 26 c.) The total estimated average annual usage of natural gas that the facility will use from both heaters and boilers is approximately 14,600,000 standard cubic feet (scf)/year (yr). A breakdown of natural gas usage is provided in Table 5.

Table 5. Natural Gas Usage by Source Source Annual Usage (scf/yr)

Heating boilers (main production facility) 6,500,000 Administration building heater 2,400,000 Storage building heater 3,500,000 Resource building heater 600,000 Material staging building heater 1,500,000 Standby natural gas generator 100,000 AQN-2 Table 2-2 of the ER supplement identifies the types and quantities of radionuclides that will be released as gaseous effluents generated by operation of the facility. NUREG-2183 identifies that nitrogen oxides (approximately 3 tons per year) would be emitted from the radioisotope production process as a result of the use of nitric acid in the target solution vessels and in the thermal denitration process. As noted in the ER supplement, changes in the isotope production process include the removal of the UREX and thermal denitration processes. Clarify if as a result of the process design changes, nitrogen oxide (NOx) will be emitted as a result of radioisotope production process. If so, provide the estimated amount of NOx.

SHINE Response SHINE estimates minimal NOx will be emitted as a result of the radioisotope production process due to design changes in the system. As discussed, uranium extraction (UREX) and thermal denitration processes have been eliminated from the SHINE system. Also, nitric acid (HNO3) is not used as the uranium solvent for irradiation in the target solution vessels: the target solution is uranyl sulfate in sulfuric acid.

Approximately 200 kg of HNO3 is used per year in SHINEs molybdenum production processes.

Nitric acid is used for adsorption column washes, pH adjustment, and as a purification solvent in the molybdenum extraction and purification system (MEPS). Potential sources of NOx in the facility are nitric acid decomposition and radiolysis in the MEPS, nitric acid radiolysis in the radioactive liquid waste storage tanks, and radiolysis of air flowing through each tank.

If SHINE were to convert all 200 kg of HNO3 to NOx, the bounding yearly NOx emission from the SHINE radioisotope production process would be less than 146 kg. SHINE does not have any process that actively decomposes nitric acid and anticipates that the limited effect of radiolysis and mitigative effects of the condenser and sorption materials in the process vessel vent system reduce potential emissions to trace amounts of NOx.

Page 13 of 26 AQN-3 The CP ER and NUREG-2183 indicate that up to 468 medical shipments associated with the proposed action would occur each year with most being transported by air. Section 4.2 of the ER supplement states that outgoing shipments of product from the Southern Wisconsin Regional Airport (SWRA) are not expected to significantly increase the number of flights per year or noticeably increase the noise levels from the SWRA.

a.) Is there a change in the previously estimated 468 medical shipments per year that would result in an increase in shipments transported by air and therefore an increase in air traffic?

b.) Clarify if the 468 medical shipments accounts for Mo-99, I-131, and Xe-133.

SHINE Response a.) The previously estimated 468 medical shipments per year represents a bounding estimate of Mo-99 product shipments. As described in the SHINE Response to PA-7, 520 medical isotope product shipments per year are expected when accounting for Mo-99, I-131, and Xe-133 product shipments. This increase in shipments does not lead to a significant increase in air traffic from the Southern Wisconsin Regional Airport (SWRA).

b.) See the SHINE Response to PA-7.

AQN-4 Discuss if the SHINE facility will require an air permit from the Wisconsin Department of Natural Resources for operation of the following onsite air emission sources: natural gas generator, three natural gas fired heating boilers, and four natural gas heaters.

SHINE Response Exemptions from the Wisconsin Department of Natural Resources operation permitting requirements are described in Section NR 407.03 of the Wisconsin Administrative Code for reciprocating internal combustion engines and external combustion furnaces.

Subsection NR 407.03(1)(u) of the Wisconsin Administrative Code exempts restricted use reciprocating internal combustion engines (as defined in Subsection NR 400.02(136m) of the Wisconsin Administrative Code) which are fueled by gaseous fuels, gasoline, or a clean fuel (e.g., natural gas) and have a combined total electrical output of less than 3,000 kilowatts, from the requirement to obtain an operation permit.

Subsection NR 407.03(1)(a)5 of the Wisconsin Administrative Code exempts external combustion furnaces which do not burn any hazardous waste identified under ch. NR 661

[Hazardous Waste Identification and Listing], or which have been issued a license or licenses under ch. NR 670 [Hazardous Waste Licensing and Decisionmaking Procedures], and which are designed at a combined total capacity to burn gaseous fuel at a heat input rate not more than 25 million Btu per hour, from the requirement to obtain an operation permit.

Page 14 of 26 The onsite natural gas generator, three natural gas fired heating boilers, and four natural gas heaters will operate within these exemption limitations; therefore, an operation permit for these stationary sources is not required.

WATER RESOURCES (WR)

WR-1 Provide a revised water flow/water balance diagram that shows the expected average daily makeup inputs and contributions from facility processes to the sanitary sewer, in accordance with the description in ER Section 2.3.

SHINE Response A revised water balance diagram showing the expected average daily makeup inputs and contributions from the SHINE facility to the sanitary sewer, atmosphere, and solidified liquid waste is provided in Figure 5.

Figure 5. Water Balance Diagram

Page 15 of 26 WR-2 For the CP, SHINEs ER described the facility as having zero liquid discharge from the radiologically controlled area (RCA). The ER supplement now indicates that radioactive liquid discharges to the sanitary sewer are made in accordance with 10 CFR § 20.2003, 10 CFR § 20.2007, and Janesville City Ordinance 13.16 (ER Sections 2.3, 4.13). The ER further indicates details are provided in FSAR Chapter 11. The FSAR variously states that there are no piped liquid effluent pathways from the RCA to the sanitary sewer (e.g., FSAR 11.1.4.1, 11.1.7.2, 11.2.3) and that liquid effluent is not routinely discharged from the RCA.

FSAR Section 11.1.4.1 stated that liquid effluent releases are collected and sampled prior to release. FSAR Sections 11.1.7.2 and 11.2.3 further indicate that radioactive liquid discharges to the sanitary sewer are infrequent. However, neither the ER supplement nor the FSAR clearly identify the potential sources of radioactive liquid waste that could be disposed of via the sanitary sewer. No such listing appears to be provided in FSAR Table 11.2-1, Estimated Annual Waste Stream Summary. Clarify and provide a description of the possible sources and characteristics, including quantity (volume), frequency of discharge, and expected concentrations or activity levels, of radiological constituents that may be disposed of via the sanitary sewer. Specify how (1) any such liquids might be introduced into the sanitary sewer for disposal if there are no piped liquid effluent pathways from the RCA to the sanitary sewer as referenced above and (2) how SHINE will ensure that any and all radiological constituents will meet the regulatory standards (e.g., 10 CFR § 20.2003) specified above.

SHINE Response There are no liquid discharge connections from the RCA to the sanitary sewer. There are no routine liquid discharges planned from the process systems. Infrequent discharges may be made in accordance with 10 CFR 20.2003, 10 CFR 20.007, and Janesville City Ordinance 40-170 (formerly Janesville City Ordinance 13.16). Prior to discharge, the collected liquid is sampled, analyzed, and verified to meet the criteria for release to the sanitary sewer in 10 CFR 20.2003, 10 CFR 20.007, and Janesville City Ordinance 40-170. Liquids meeting these criteria are transferred outside of the RCA in portable containers and released to the sanitary sewer.

Possible sources of nonroutine liquid discharge to the sanitary sewer include condensate from the radiological ventilation zone 2 recirculation subsystem air handling units and small quantities of liquid discharges from any of the process cooling and heating systems. Additionally, water collected in portable containers from sinks in the quality control and analytical testing laboratories may be discharged on an infrequent basis. Liquids collected in these portable containers are not expected to exceed limits established in the above referenced regulations but will be sampled and analyzed prior to discharge. If analysis determines that the containers contents are not within limits, the contents will be disposed of as low-level radioactive waste.

Liquid discharge volumes are estimated to be less than 40 gallons weekly.

Page 16 of 26 SPECIAL STATUS SPECIES AND HABITATS (SSS)

SSS-1 The ER supplement identifies the northern long-eared bat (Myotis septentrionalis) as potentially occurring near the SHINE site but does not evaluate the potential effects of the proposed action on this species. Provide an evaluation of the potential effects on this species. Specifically, consider the risk of bat collisions with facility structures, elevated noise levels, and any other relevant impacts that northern long-eared bats could experience during operation or decommissioning of the SHINE facility. Confirm that there are no trees on the SHINE site greater than 3 inches in diameter at breast height that would be cleared or otherwise affected by the proposed action.

SHINE Response The Information, Planning, and Consultation System (IPaC System) identified the northern long-eared bat (Myotis septentrionalis) as a threatened species potentially occurring near the SHINE site. However, there is no evidence that long-eared bats exist on the SHINE site. The northern long-eared bat roosts in tall trees near wetlands during the summer and hibernates in caves or abandoned mines in the winter. Prior to construction, the SHINE site was used as agricultural fields, and did not have any tall trees or caves. There were no trees on the SHINE site greater than 3 inches in diameter at breast height that were cleared or otherwise affected by construction. Additionally, the closest acoustic survey conducted in northern Janesville by the Wisconsin Bat Program did not find evidence of northern long-eared bats. Finally, if northern long-eared bats did roost nearby, they would be unlikely to fly across the SHINE site. Northern long-eared bats fly along edge habitats, or the transition zone between two types of vegetation, in order to forage and stay hidden from predators. As an agricultural field or an industrial site, the SHINE site does not provide ideal foraging or protection for the northern long-eared bats.

If the northern long-eared bat did occur or migrate across the SHINE site, there is expected to be no impact caused by operations or decommissioning. NUREG-1437, Volume 1, Generic Environmental Impact Statement for License Renewal of Nuclear Plants (Reference 5) found that the effects of avian collisions with existing structures at nuclear powers were small. SHINE facility structures will be considerably smaller than those at nuclear power plants. Additionally, NUREG-1437 determined that, in comparison to the number of bird deaths caused by collisions, the number of bat deaths was negligible. Therefore, there is expected to be no impact on the northern long-eared bat due to collisions with SHINE facility structures.

Noise caused by human activities have been shown to negatively impact bats ability to forage by disrupting their echolocation. The SHINE site does not have any ideal foraging grounds for the northern long-eared bat. Additionally, the increase in noise caused by the SHINE site during operation and decommissioning is expected to be minimal. Therefore, there is expected to be no impact due to the increased noise on the northern long-eared bat.

SSS-2 The ER supplement does not consider the federally listed whooping crane (Grus americana) or prairie bush-clover (Lespedeza leptostachya), both of which the U.S. Fish and Wildlife Service identifies as potentially occurring near the SHINE site in the Services official list of species

Page 17 of 26 transmitted to the NRC on August 21, 2019 (ADAMS Accession Number ML19233A174).

Provide an evaluation of the potential effects on these species. Specifically concerning the whooping crane, evaluate the risk of collisions with facility structures, elevated noise levels, and any other relevant impacts that whooping cranes could experience during operation or decommissioning of the SHINE facility. Specifically concerning the prairie bush-clover, evaluate the potential impacts of landscape maintenance, herbicide application, and any other relevant impacts that prairie bush-clover could experience during operation or decommissioning of the SHINE facility.

SHINE Response The IPaC System identified the whooping crane (Grus americana) as a federally listed species potentially occurring near the SHINE site. Although the whooping crane is federally listed as endangered, whooping cranes were extirpated from the Midwest, and the population in Wisconsin is considered a nonessential experimental population, meaning that the population is not essential for the continued existence of the species. For that reason, the whooping crane is not currently tracked by the Natural Heritage Inventory, and sightings in Wisconsin are not well tracked. Whooping cranes are unlikely to appear on the SHINE site because they depend on large, open wetland ecosystems to eat, roost, and make their nests.

If the whooping crane did occur on the SHINE site, the impact caused by operations or decommissioning is expected to be small. NUREG-1437, Volume 1, Generic Environmental Impact Statement for License Renewal of Nuclear Plants (Reference 5) found that the impacts of avian collisions with existing structures at nuclear power plants were small. Given that SHINE facility structures will be considerably smaller than those at nuclear power plants, there is expected to be no impact on the whooping crane due to collision with SHINE facility structures.

Noise pollution has been shown to cause stress in birds and affect their ability to communicate.

However, the increase in noise caused by the SHINE site during operation and decommissioning is expected to be minimal. Therefore, there is expected to be no impact on the whooping crane due to increased noise.

The impacts of the SHINE site to the prairie bush-clover were discussed in NUREG-2183 (Reference 3) and determined to be small. No new or different information related to the prairie bush-clover than that considered in NUREG-2183 was identified in the development of the Supplement to the Environmental Report.

HISTORIC AND CULTURAL RESOURCES (HC)

HC-1 Have any historic and cultural resources been discovered during the course of excavation activities associated construction of the SHINE facility? If so, what if any action was taken to document the find(s)?

SHINE Response No historic or cultural resources have been discovered during the course of excavation activities associated with construction of the SHINE facility.

Page 18 of 26 WASTE MANAGEMENT (WM)

WM-1 Describe how SHINE proposes to reduce radiological and non-radiological waste generation to the maximum extent possible, including Greater-Than-Class-C waste generation.

SHINE Response As stated in Subsection 11.2.2.1 of the FSAR, waste minimization is a key element of the Radiological Waste Management Program. Implementing procedures address:

Responsibilities for waste minimization and pollution prevention; Employee training and education on general environmental activities and hazards regarding the facility, operations, pollution prevention, waste minimization requirements, goals and accomplishments; Setting goals for reducing the volume or radioactivity in each waste stream; Sorting and compaction to reduce the volume of solid waste; Segregation of non-radiological and radiological wastes to reduce the volume of radiological waste due to contamination; Process controls that minimize generation of wastes; Periodic assessments to identify opportunities to reduce or eliminate the generation of wastes; and Recognition of employees for efforts to improve waste minimization and environmental conditions.

No GTCC waste is generated during normal operations at the SHINE facility. The neutron multipliers are designed for the life of the facility and will be GTCC waste at the end of their life.

During decommissioning, the Department of Energy will take title to and be responsible for the final disposition of the neutron multipliers as part of the Department of Energy's Uranium Lease and Take-Back Program.

No significant production of non-radiological waste is expected to be produced during normal operations at the SHINE facility.

WM-2 Provide process flow diagrams for the waste treatment and disposal pathways.

SHINE Response A process flow diagram for the waste treatment and disposal pathways is provided in Figure 6.

Page 19 of 26 Figure 6. Waste Treatment and Disposal Pathways Flow Diagram TRANSPORTATION (TR)

TR-1 Have any additional level of service analyses addressing potential traffic delays in the immediate vicinity of the SHINE facility been conducted subsequent to those referenced in NUREG-2183? If so, please include a copy of these reports.

SHINE Response A level of service analysis for the intersection of U.S. Highway 51 and State Highway 11 and for the intersection of U.S. Highway 51 and the SHINE site was performed as part of the traffic impact analysis for the SHINE project. The SHINE Medical Production Facility Traffic Impact Analysis (TIA) Report is provided as Attachment 3.

A supplemental level of service analysis for the intersection of State Highway 11 and County Highway G and for the intersection of U.S. Highway 51 and Town Line Road was performed as part of a supplemental traffic analysis to the traffic impact analysis. The supplemental traffic analysis is provided as Attachment 4.

Page 20 of 26 CUMULATIVE IMPACTS (CI)

CI-1 Provide the name, description, location, and status of any additional past, present, or reasonably foreseeable projects or actions that SHINE has identified since the ER supplement was prepared.

SHINE Response In order to identify additional past, present, or reasonably foreseeable projects or actions since the Supplement to the Environmental Report was prepared, SHINE consulted with the Economic Development Director of the City of Janesville. The Economic Development Director is responsible for administering Tax Increment Financing (TIF) agreements with Janesville area businesses. No additional projects or actions since the Supplement to the Environmental Report was prepared were identified.

CI-2 Section 3.8 of the ER supplement notes that Building One stores, uses, and releases radioactive material... in accordance with a state permit. Describe the current status of the facility (including number of current employees) and its expected role over the course of the proposed SHINE facility operating period. Characterize and quantify any gaseous and liquid effluents generated by facility operations, including concentrations and activity levels, as well as any radiological waste materials. In addition, identify the disposal paths for any such effluents and wastes.

SHINE Response SHINE Building One is a purpose-built facility providing space for prototyping and testing of various SHINE equipment and processes. There are currently six full-time employees assigned to Building One. Another 10 to 15 SHINE employees make regular visits to Building One on an as-needed basis.

Building One contains two in-ground, stainless steel lined pits, each approximately the same dimensions as a main production facility light water pool. One pit (the south pit) is used for accelerator testing and operation and is surrounded by concrete block shielding. A tritium lab is located adjacent to the south pit to store and handle tritium in order to perform deuterium-tritium testing of the accelerator. The north pit is designed for non-radioactive equipment mock-ups and training. The building also contains office space, a machine shop, general storage, and additional space for development and testing of other prototype equipment.

Over the course of the proposed SHINE facility operating period, the Building One facility is expected to continue to be used for equipment testing and storage. During construction of the SHINE facility, Building One may be used for staging and assembly of equipment. Building One is also expected to be used for training of facility personnel using equipment prototypes and mock-ups.

Page 21 of 26 Non-radioactive gaseous effluents from Building One consist of ventilation airflow discharged from two separate natural gas fired heating/air conditioner units affixed to ground-level concrete slabs. The building is divided into two bays and each unit provides heating/cooling to the bays.

The first unit discharges approximately 600 cubic feet per minute (CFM) to the outside air and discharges approximately 2,400 CFM as return air. The second unit discharges approximately 1,000 CFM to the outside air and discharges approximately 8,200 CFM as return air. These two units are thermostat controlled and operate continuously.

Non-radioactive liquid effluents from Building One consist of plumbing wastewater. Water supply and wastewater for Building One is provided by the city of Janesville Municipal Utilities.

Approximately 7,500 gallons of water per year are discharged to the sanitary sewer.

Radioactive gaseous effluents from the facility consist primarily of small amounts of tritium resulting from tritium operations. Activity released from Building One gaseous effluents in 2019 was approximately 725 millicuries (mCi). The average gaseous effluent concentration for 2019 was 1.9E-8 microcuries per milliliter (µCi/mL).

Building One is designed such that no radioactive liquid effluents are routinely discharged from the facility and no liquid releases are expected. If required, release of liquids is performed on a batch release basis. Prior to release to the sanitary sewer system, liquids are analyzed to ensure that concentrations of radioactive material are below the limits set forth in Chapter DHS 157, Appendix E, Table II of the Wisconsin Administrative Code.

Radioactive wastes generated in Building One consist primarily of tritium contaminated solid wastes (e.g., used gloves, parts, and equipment). The facility may also generate solid wastes (e.g., discarded equipment) containing neutron activation products generated from operation of the accelerator, or tritiated liquid wastes exceeding the limits for release to the sanitary sewer system. Neutron activated components are generally stored and decayed to background conditions in the restricted area. Radioactive wastes generated in Building One that must be disposed of are analyzed and quantified in accordance with approved procedures prior to shipment off-site for disposal at a licensed commercial disposal facility. Total waste generation is anticipated to be approximately three 30-gallon drums of Class A waste and less than one gallon of mixed waste per year.

COST BENEFIT (CB)

CB-1 Is there any updated information to support the cost benefit analysis in NUREG-2183 (Section 5.4 - Cost Benefit Comparison - in particular, updates to Table 5-17). In addition, does SHINE have updated information regarding the financial commitments listed on page 5-103 since the issuance of NUREG-2183 (see bulleted list)? If so, please provide the updated information.

SHINE Response An update to the cost-benefit comparison provided in Section 5.4 of NUREG-2183 (Reference 3), reflecting new or different information from that considered in NUREG-2183, is provided in Table 6. Additional information to support the cost-benefit comparison is provided in Table 6-1 of the Supplement to the Environmental Report.

Page 22 of 26 Table 6: Costs and Benefits of Constructing, Operating, and Decommissioning the SHINE Facility at the Janesville, Wisconsin Site Cost Benefit Category Description Impact Assessment Benefits Domestic Production of Molybdenum-99 SHINE would produce a domestic supply of molybdenum-99.

Use of Low-enriched Uranium Target Solution SHINE would use low-enriched uranium target solution for the production of medical radioisotopes, contributing to the Federal nonproliferation objective to phase out U.S.

exports of highly enriched uranium, as identified in the Energy Policy Act of 1992.

Tax Revenues The estimated total construction dollars spent in the local community associated with the SHINE facility are expected to be approximately $20 to

$30 million for labor, electrical equipment, cabling, and concrete, spread over the construction period. SHINE has entered into a TIF agreement which, during the first 10 years of the project, allows SHINE to make payments in lieu of taxes at an estimated total of

$1,300,000 per year. SHINE would pay property taxes estimated to be $42,500 per year based on the assessed property before improvements during this 10-year period.

Local Economy Increased jobs would benefit the area economically and increase the economic diversity of the region.

Costs Land Use The site would include 91.1 ac (36.9 ha) of agricultural land and 0.18 ac (0.07 ha) of developed open areas, which is a small portion of the agricultural land within a 5-mi (8-km) radius of the site. The location of the proposed facility is within an area zoned for light industrial use. No additional land would be disturbed during operations or decommissioning.

SMALL Visual Resources The proposed SHINE facility would not noticeably alter visual resources, based on the low scenic quality, low scenic value, and light industrial viewshed within the vicinity of the proposed site.

SMALL Air Quality Air quality impacts during construction, operations, and decommissioning, would be negligible, given the relatively low emissions and the pollution control measures required by the WDNR.

SMALL

Page 23 of 26 Cost Benefit Category Description Impact Assessment Noise During construction, operations, and decommissioning, noise would be minimal, given the minor (1 to 2 dBA) expected increases in noise levels.

SMALL Geologic Environment Construction of the proposed SHINE facility would consume geologic resources and have the potential to increase soil erosion, but the overall impact would be minor, given that the geologic resources are widely available within the region and erosion would be managed with the implementation of BMPs.

SMALL Water Resources Water-resource impacts during construction, operations, and decommissioning would be negligible, because of the lack of surface-water features on site and the use of municipal water.

SMALL Ecological Resources Terrestrial and aquatic ecology impacts are expected to be SMALL, based on the limited amount of land that would be disturbed and because the entire site includes previously disturbed habitat.

SMALL Historic and Cultural Resources SHINE could inadvertently discover previously unidentified cultural resources caused by land disturbance during construction, operations, or decommissioning. However, impacts would be SMALL based on (1) no known NRHP-eligible historic properties or historic and cultural resources on the proposed SHINE facility site, (2) tribal input, (3) SHINEs CRMP procedures, and (4) cultural resource assessment and consultations performed by the NRC staff.

SMALL Socioeconomic Socioeconomic impacts are expected to be SMALL, based on the size of the workforce required to construct, operate and decommission the SHINE facility.

SMALL Human Health Human health impacts would be minimized because access to the site would be restricted, SHINE would implement normal safety practices contained in OSHA regulations, and SHINE would operate the proposed SHINE facility in accordance with all applicable Federal and State of Wisconsin regulatory requirements.

SMALL

Page 24 of 26 Cost Benefit Category Description Impact Assessment Waste Management Based on the availability of waste disposal pathways for radiological and nonradiological waste; SHINEs proposed waste management systems; engineered design features to minimize radioactive and nonradioactive contamination; and NRC, DOT, and State of Wisconsin radiation protection requirements, the NRC staff concludes that radioactive waste is expected to be managed in accordance with applicable regulatory requirements.

SMALL Transportation Traffic would noticeably increase on local roads during construction and decommissioning because of the overall increase in average daily traffic flow and because of construction and decommissioning related truck traffic. During operations, the increase in traffic would be minor because of the lower number of employees commuting to and from the site. Traffic impact analyses indicate that intersections in the vicinity of the SHINE site will continue to have acceptable operations, with studied intersections operating at level of service (LOS) C or better (see the SHINE Response TR-1). SHINE and common-carrier trucks would be required to adhere to the applicable NRC, DOT, and State of Wisconsin regulatory packaging and transportation requirements for radioactive material.

SMALL Accidents The NRC staff is conducting a thorough independent review of the potential dose to the public from chemical and radiological accidents in the NRC staffs safety evaluation report (SER).

Assuming that the NRC staff determines in its SER that the hypothetical accident dose is within the SHINE accident dose criteria described in Chapter 13 of the FSAR, the NRC staff concludes that the impacts from potential chemical and radiological accidents would be SMALL.

SMALL

Page 25 of 26 Cost Benefit Category Description Impact Assessment Environmental Justice Minority and low-income populations residing along site access roads or near the proposed site could be affected by noise and dust and increased commuter and other vehicular traffic during construction and decommissioning.

However, these would be short term and primarily limited to onsite activities. Operation of the proposed SHINE facility is not expected to disproportionately affect minority and low-income populations, as everyone living near the proposed SHINE facility and the existing industrial park would be exposed to the same potential effects from operations, and any impacts would depend on the magnitude of the change in ambient conditions. Nonradiological air emissions will remain within regulatory standards.

Minority and low-income populations would not be expected to experience any high and adverse effects Financial Costs Related to the Construction, Operations, and Decommissioning of the SHINE Facility SHINEs financial ability to construct the facility is described in Section 15.1 of the FSAR. The NRC has previously concluded that SHINE in financially qualified to engage in the activities authorized under the terms of the construction permit. SHINE maintains the financial qualification to construct the SHINE facility, consistent with the NRC construction permit determination.

SHINEs financial ability to operate the facility is described in Section 15.2 of the FSAR.

Table 15.2-1 of the FSAR provides the budgetary estimate of operating costs for the first five years of operation of the SHINE facility. SHINE intends to cover its operating costs through the sale of medical isotopes, primarily Mo-99. SHINE has entered into contracts to sell Mo-99 to three customers: GE Healthcare; Lantheus Medical Imaging, Inc.; and HTA Co., Ltd.

Table 15.2-2 of the FSAR provides the first five years of Mo-99 sales covered under these contracts, as well as the excess production capacity available within this timeframe, and minimum projected additional sales based on available production capacity for the first five years of operation.

SHINEs financial ability to decommission the facility is described in Section 15.3 of the FSAR.

The decommissioning cost estimate for the SHINE facility is $51,000,000.

Since the issuance of NUREG-2183, additional publicly disclosed financial commitments include:

Capital investment from Deerfield Management Company, L.P.: $150 million, Capital investment from Oaktree Capital Management, L.P.: $50 million, Series B equity financing raised: $30 million, Additional cost sharing agreement with DOE/NNSA: $15 million, and City of Janesville loan package: $1.5 million

Page 26 of 26 Benefit and Costs of Alternatives As stated in Section 5 of the Supplement to the Environmental Report, no alternative sites or alternative technologies are under consideration for the SHINE production facility.

References

1. NRC letter to SHINE Medical Technologies, LLC, dated February 28, 2020, Request for Additional Information for Environmental Review of the SHINE Medical Technologies, LLC -

Proposed Medical Isotope Production Facility Operating License Application (Docket Number: 50-608) (ML20052C761)

2. SHINE Medical Technologies, LLC, Supplement to the Applicants Environmental Report -

Operating License Stage (ML19211C139)

3. U.S. Nuclear Regulatory Commission, Environmental Impact Statement for the Construction Permit for the SHINE Medical Radioisotope Production Facility - Final Report, NUREG-2183 (ML15288A046)

4. SHINE Medical Technologies, Inc. letter to NRC, dated March 28, 2018, Meeting Slides for the April 3, 2018 Public Meeting between SHINE Medical Technologies, Inc. and the NRC (ML18087A389)

5. U.S. Nuclear Regulatory Commission, Generic Environmental Impact Statement for License Renewal of Nuclear Plants - Main Report - Final Report, NUREG-1437, Volume 1 (ML040690705)

2 pages follow ENCLOSURE 1 ATTACHMENT 1 SHINE MEDICAL TECHNOLOGIES, LLC SHINE MEDICAL TECHNOLOGIES. LLC APPLICATION FOR AN OPERATING LICENSE RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION PERMITS AND APPROVALS REQUIRED FOR CONSTRUCTION AND OPERATION OF THE SHINE FACILITY

Page 1 of 2 Agency Regulatory Authority Permit or Approval Summary of Activities Expected Timeframe Of Receipt Status Permits and Approvals from Federal Agencies NRC Atomic Energy Act 10 CFR 50.50 and 10 CFR 50.35 Construction Permit Construction of the SHINE facility 2016 Construction Permit CPMIF-001 issued February 26, 2016.

Atomic Energy Act 10 CFR 50.57 Operating License Operation of the SHINE facility 2021 Application for an Operating License submitted July 17, 2019.

Atomic Energy Act 10 CFR Part 40 Source Material License Possession, use, and transfer of radioactive source material 2021 Included with the application for an Operating License.

Atomic Energy Act 10 CFR Part 30 By-Product Material License Possession, use, and transfer of radioactive by-product material 2021 Included with the application for an Operating License.

Atomic Energy Act 10 CFR Part 70 Special Nuclear Material License Receipt, possession, use, and transfer of special nuclear material 2021 Included with the application for an Operating License.

FAA Federal Aviation Act Construction Notice FAA Form 7460-1 Construction of structures that could affect air navigation 2021 FAA Form 7460-1 was submitted in April 2019 for the main production facility. A Determination of No Hazard to Air Navigation was received April 2019. SHINE will submit FAA Form 7460-1 for outbuildings prior to commencing construction each structure.

Construction Notice FAA Form 7460-2 Construction of structures that could affect air navigation 2021 SHINE intends to submit FAA Form 7460-2 within 5 days after the construction of each structure reaches its greatest height.

DOT Hazardous Material Transportation Act, 49 CFR Part 107 Certificate of Registration Transportation of hazardous materials 2021 SHINE intends to submit DOT Form F-5800.2 in 2021.

Permits and Approvals from State Agencies WDNR Federal CWA; Wisconsin Statutes, Chapter 283; Wisconsin Administrative Code, Chapter NR 216 Construction Storm Water Discharge Permit Discharge of stormwater runoff from the construction site 2018 SHINE received coverage under WPDES General Permit No. WI-S067831-05, Construction Site Storm Runoff, in October 2018.

Federal CWA; Wisconsin Statutes, Chapter 283; Wisconsin Administrative Code, Chapter NR 216 Industrial Storm Water Discharge Permit Discharge of stormwater runoff from the site during facility operation 2021 SHINE intends to submit a No Exposure Certification at least 14 working days before initiation of operations.

Wisconsin Statutes, Chapters 280 and 281; Wisconsin Administrative Code, Chapter NR 809 Approval Letters Construction by the City of Janesville of water and sanitary sewer extensions to the SHINE facility 2017 Approval was obtained by the City of Janesville prior to construction of utility extensions in 2017.

Wisconsin Statutes, Chapter 291; Wisconsin Administrative Code, Chapter NR 660, 662, and/or 666 Compliance with hazardous waste notification, record keeping, and reporting requirements Generation of hazardous waste 2021 SHINE intends to notify WDNR of Storage and Treatment Conditional Exemption (NR 666, Subchapter N) within 90 days of low-level mixed waste generation.

Wisconsin Department of Safety and Professional Services Wisconsin Statutes, Chapter 101; Wisconsin Administrative Code, Chapter SPS 341 Permit to operate Obtain and maintain a valid permit to operate the boiler 2020 SHINE intends to submit a permit application prior to operation of the boiler.

Wisconsin Statutes, Chapter 101; Wisconsin Administrative Code, Chapter SPS 361 Fire Sprinkler and Alarm Permit Installation of suppression and alarm systems 2020 SHINE intends to submit the fire suppression and fire alarm plan for review in 2020

Page 2 of 2 Agency Regulatory Authority Permit or Approval Summary of Activities Expected Timeframe Of Receipt Status Wisconsin DOT Wisconsin Statutes, Chapter 85; Wisconsin Administrative Code, Chapter Trans 231 Permit for a temporary connection to State Trunk Highway Construction of a temporary construction entrance from U.S. Highway 51 2019 SHINE submitted an application to work on highway right-of-way in March 2019. Permit issued in April 2019.

Wisconsin Statutes, Chapter 86; Wisconsin Administrative Code, Chapter Trans 231 Permit for a permanent connection to State Trunk Highway Approval of a permanent connection to U.S. Highway 51 2021 SHINE intends on submitting an application prior to commencing construction of a permanent connection in 2021.

Wisconsin Statutes, Chapter 85; Wisconsin Administrative Code, Chapter Trans 231 Right-of-Entry Permit Construction by the City of Janesville of utility extensions across U.S. Highway 51 2016 Permit was obtained by the City of Janesville prior to construction of utility extensions in 2017.

Permits and Approvals from Local Agencies City of Janesville Community Development Department City of Janesville Ordinance 42-273 Site Plan Approval (includes Building Site Permit for the Southern Wisconsin Regional Airport Overlay District)

Administrative approval of the site layout and plans for parking, lighting, landscaping, and similar local issues 2018 SHINE submitted the Site Plan and building elevations with approval obtained in 2018.

City of Janesville Ordinance 32-103 Stormwater Plan Approval (may be included in Site Plan Approval)

Administrative approval of grading and drainage plans 2018 SHINE submitted the Stormwater Management Plan with the Site Plan that was approved in 2018 City of Janesville Ordinance 32-104 Erosion Control Permit (may be included in Site Plan Approval)

Administrative approval of erosion control plans 2018 SHINE submitted the Erosion Control Plan with the Site Plan with approval in 2018 City of Janesville Ordinances 40-31 and 40-75 Sanitary Sewer and Water Supply Facility Approvals Administrative approval of construction, installation, and operation of connections to the municipal sewer and water supply systems 2020 Construction and installation will be approved in the Plumbing Plan. For operation, SHINE intends to provide baseline monitoring report to wastewater treatment plant at least 90 days before discharge in 2020.

City of Janesville Ordinance 10-55 Plumbing Plan Approval Installation of plumbing systems 2020 SHINE intends to submit the Plumbing Plan in 2020.

City of Janesville Ordinance 10-121 HVAC Plan Approval Installation of HVAC systems 2020 SHINE intends to submit the HVAC Plan in 2020.

City of Janesville Ordinance 10-90 Electrical Permit Building new electrical systems 2020 - 2021 SHINE intends to submit the Electrical Plan for the main production facility in 2020 and for outbuildings in 2021.

City of Janesville Ordinance 10-10 Building Permit Construction of buildings 2019 - 2020 SHINE submitted the building plans for the main production facility, in phases, in 2019 and 2020. Building permits for the main production facility foundation were received in 2019. Building permit for the main production facility superstructure was received in 2020. Building plans will be submitted for outbuildings in 2020.

City of Janesville Ordinance 10-18 Occupancy Permit Occupancy of completed buildings 2021 Each building would be inspected after construction to allow occupancy.

Rock County Highway Department Wisconsin Statutes, Chapter 84; Rock County Utility Accommodation Policy 96.00 Permit to Construct, Maintain, and Operate Utilities within Highway Right-of-Way Construction by the City of Janesville of utility extensions across County Trunk Highway G 2017 Permit was obtained by the City of Janesville prior to construction of utility extensions in 2017.

4 pages follow ENCLOSURE 1 ATTACHMENT 2 SHINE MEDICAL TECHNOLOGIES, LLC SHINE MEDICAL TECHNOLOGIES. LLC APPLICATION FOR AN OPERATING LICENSE RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION STATE OF WISCONSIN RADIOACTIVE MATERIALS LICENSE NO. 105-2083-01

STATE OF WISCONSIN DEPARTMENT OF HEALTH SERVICES Bureau of Environmental and Occupational Health RADIOACTIVE MATERIALS LICENSE Under Wisconsin Stat. §.254.365 and Wisconsin Administrative Code chapter OHS 157, in reliance on statements and representations made by the licensee, a license is issued authorizing the licensee to receive, acquire, possess and transfer radioactive material designated below; to use the material for the purpose(s) and at the place(s) designated below; and to deliver or transfer the material to persons authorized to receive it in accordance with Chapter OHS 157, Wisconsin Administrative Code.This license is subject to all applicable rules and orders of the Wisconsin Department of Health Services (OHS) including Chapter OHS 157, Wisconsin Administrative Code now or hereafter in effect, and to conditions specified below:

Licensee Name and Address In accordance with letter dated September 05, 2019.

1.

SHINE Medical Technologies, LLC

3. License No.: 105-2083-01 is amended in its entirety to read as follows:

2.

101 E. Milwaukee St.

Suite 600

4. Amendment No.:

5 Janesville, WI 53545

5. Expiration Date:

October 31, 2023

6.

Radioactive material

7.

Chemical and/or physical

8.

Maximum amount of radioactive

9.

Authorized Use:

form materials that the licensee may possess at any one time under this license:

A.

Hydrogen-3 A.

Any I.

A.

Accelerator target for deuterium-tritium operations.

B.

Depleted Uranium B.

Solid I.

B.

In beds for transport and storage of tritium.

C.

Americium-241/ Beryllium C.

Sealed source registered I.

C.

For use as a neutron check either with NRC under 10 CFR source.

32.210orwlthanAg~eme~

State D.

Americium-241 D.

Sealed source registered I.

D.

For use as a calibration either with NRC under 10 CFR source.

32.210 or with an Agreement State F-45018 (03/2017)

Offisial Use ORiy Sesuri~ Related IRfarFRatiaR Page 1of4

RADIOACTIVE MATERIALS LICENSE License Number: 105-2083-01 Supplementary Sheet Amendment No.: 5

6.

Radioactive material

7.

Chemical and/or physical

8.

Maximum amount of radioactive

9.

Authorized Use:

form materials that the licensee may possess at any one time under this licen E.

Barium-133 E.

Sealed source registered I

E.

For use as a calibration either with NRC under 10 CFR source.

32.210orwlthanAgreeme~

State F.

Europium-152 F.

Sealed source registered I.

I F.

For use as a calibration either with NRC under 10 CFR source.

32.210 or with an Agreement State G.

Any radioactive material with G.

Any I

G.

Activation products incident to atomic numbers 1-83, deuterium-deuterium and inclusive except as noted deuterium-tritium operations, below:

for use in research and development as defined in OHS 157.03(315) orfor possession and use as fixed and non-fixed activation contaminants.

CONDITIONS

10.

Licensed material may be used or stored at the licensee's facility at 4027 S US Highway 51, Janesville.

11.

The Radiation Safety Officer for this license is Brad Wallom.

12.

A. Licensed material may be used by, or under the supervision of, Walter Shmayda, Neil Roberts or Nathan Tripp.

8. Deuterium-tritium operation of the accelerator and operation of the tritium handling system during transfer of tritium to or from shipping containers shall be performed by, or in the physical presence of, individuals listed in Condition 12.A.

F-45018 (03/2017)

Offieial Use ORiy See1Hity Related IAferfflatieA Page 2 of 4

RADIOACTIVE MATERIALS LICENSE License Number: 105-2083-01 Supplementary Sheet Amendment No.: 5 C. Licensed material in Subitems 6.B. through 6.G. may be used by, or under the supervision of, Tom Drury, Eric Edwards, Rich Sisson or Brad Wallom.

13. The licensee is authorized to transport licensed material in accordance with the provisions of Chapter OHS 157, Subchapter XIII, Transportation.

14.

Sealed sources containing licensed material shall not be opened by the licensee.

15.

Licensed material shall not be used in or on human beings.

16.

The licensee shall conduct a physical inventory every 6 months to account for all sealed sources and/or devices received and possessed under the license. Records of inventories shall be maintained for 5 years from the date of each inventory and shall include the radionuclides, quantities, manufacturer's name and model numbers, location of the sealed sources and/or devices, and the date of the inventory.

17.

The license does not authorize commercial distribution of licensed material.

18. Notwithstanding the requirements of OHS 157.24, no sealed sources shall be stored for a period of more than 3 years without being tested for leakage or contamination.

19.

Except for maintaining labeling as required by Chapter OHS 157, Subchapter Ill or Subchapter XIII, the licensee shall obtain authorization from OHS before making any changes in the sealed source, device, or source-device combination that would alter the description or specifications as indicated in the respective Certificate(s) of Registration issued either by the NRC pursuant to 10 CFR 32.210 or by an Agreement State.

20.

The licensee shall review and revise its decommissioning funding plan every three years or as a result of a license amendment to increase licensed material possession limits. The revised decommissioning funding plan shall be submitted in its entirety by October 31, 2021.

21.

Notwithstanding the requirements of OHS 157.32(1 ), the licensee shall make reports of lost, stolen or missing tritium in accordance with Enclosure 3 of the application dated May 11, 2018.

22. The licensee shall not possess a category 2 quantity of radioactive material or greater.

F-45018 (03/2017)

Offieial Use ORiy See1:1rity RelateEI IRferlffatiaR Page 3 of 4

RADIOACTIVE MATERIALS LICENSE License Number: 105-2083-01 Supplementary Sheet Amendment No.: 5

23.

Material in Subitem 6.G produced as a result of Research and Development as defined in OHS 157.03 shall be done in accordance with letter dated March 1, 2019.

24.

Wisconsin Administrative Code Chapter OHS 157 shall govern unless the statements, representations, and procedures in the licensee's application and correspondence are more restrictive than the rule. Except as specifically provided otherwise in this license, the licensee shall conduct its program in accordance with the statements, representations, and procedures contained in the documents, including any enclosures, listed below.

A. Attachments (excluding First Production Unit radiation protection program, decommissioning cost estimate, facilities and equipment description, material accountability procedure, bioassay procedure, safe use procedure, survey and leak test procedure, and project drawings) to application dated December 22, 2017, and signed by Jim Costedio.

B. Letter dated February 23, 2018 and signed by Jim Costedio.

C. Letter with attachments dated March 9, 2018 and signed by Jim Costedio.

D. Application with attachments (excluding FPU Facility and Equipment Description [Enclosure 1, Attachment 3], FPU Demo Bioassay Procedure

[Enclosure 1, Attachment 5] and FPU Demo Safe Use and Emergency Procedure [Enclosure 1, Attachment 6]) dated May 11, 2018 and signed by Jim Costedio.

E. Letter, with Enclosure 2, dated November 5, 2018 and signed by Jim Costedio.

F. Letter, with Enclosure 1, dated November 30, 2018 and signed by Jim Costedio.

G. Letter, with Enclosure 1, excluding Attachment 1, dated December 4, 2018 and signed by Jim Costedio.

H. Letter with Enclosure 1 dated December 13, 2018 and signed by Jim Costedio.

I.

Letter dated December 17, 2018 and signed by Jim Costedio.

J.

Letter with attachments dated January 10, 2019 and signed by Jim Costedio.

K. Letter with attachment dated March 1, 2019 and signed by Jim Costedio.

SIGNATURE - Materials Program Supervisor F-45018 (03/2017)

Digitally signed by Mark D. Paulson Date: 2019.11.2714:17:37-06'00' Offieial Use ORiy See1:.1rity RelateEI IRferFRatieR 2019/11/27 Date Signed Page 4 of 4

80 pages follow ENCLOSURE 1 ATTACHMENT 3 SHINE MEDICAL TECHNOLOGIES, LLC SHINE MEDICAL TECHNOLOGIES. LLC APPLICATION FOR AN OPERATING LICENSE RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION SHINE MEDICAL PRODUCTION FACILITY TRAFFIC IMPACT ANALYSIS (TIA) REPORT DECEMBER 2017

i TABLE OF CONTENTS Page No.

or Following CHAPTER 1-INTRODUCTION AND EXECUTIVE

SUMMARY

A.

Purpose of Report and Study Objectives..................................................

1-1 B.

Executive Summary.................................................................................

1-1 C.

Chapter 1 Exhibits....................................................................................

1-3 CHAPTER 2-PROPOSED DEVELOPMENT A.

On-Site Development...............................................................................

2-1 B.

Study Area...............................................................................................

2-1 C.

Off-Site Land Use and Development........................................................

2-2 D.

Site Accessibility.......................................................................................

2-2 E.

Chapter 2 Exhibits....................................................................................

2-3 CHAPTER 3-ANALYSIS OF EXISTING CONDITIONS A.

Physical Characteristics...........................................................................

3-1 B.

Traffic Volumes........................................................................................

3-1 C.

Capacity/Level of Service.........................................................................

3-2 D.

Sources of Data........................................................................................

3-2 E.

Chapter 3 Exhibits....................................................................................

3-3 CHAPTER 4-PROJECTED TRAFFIC A.

Background Traffic Forecasting................................................................

4-1 B.

On-Site and Off-Site Development Traffic Forecasting.............................

4-1 C.

Build and Total Traffic..............................................................................

4-2 D.

Chapter 4 Exhibits....................................................................................

4-2 CHAPTER 5-TRAFFIC AND IMPROVEMENT ANALYSIS A.

Site Access..............................................................................................

5-1 B.

Capacity/Level of Service (LOS) Analysis.................................................

5-1 C.

Queuing Analysis.....................................................................................

5-1 D.

Multimodal Considerations.......................................................................

5-2 E.

Speed Considerations/Sight Distance......................................................

5-2 F.

Traffic Control Needs...............................................................................

5-2 G.

Chapter 5 Exhibits....................................................................................

5-3 CHAPTER 6-CONCLUSIONS AND RECOMMENDATIONS A.

Conclusions..............................................................................................

6-1 B.

Recommendations...................................................................................

6-1 C.

Chapter 6 Exhibits....................................................................................

6-2

TABLE OF CONTENTS Continued Page No.

or Following ii EXHIBITS 1-1 Site Plan...................................................................................................

1-3 1-3 Base Year (2020) Build Traffic Recommended Improvements, USH 51 and Development Driveway........................................................

1-4 2-1 Site Location Map.....................................................................................

2-3 2-2 Site Plan...................................................................................................

2-4 2-4 Existing Land Use for Study Area.............................................................

2-5 3-1A Existing Transportation System................................................................

3-3 3-2A Existing Traffic Volumes...........................................................................

3-4 3-2B Base Year Background Traffic Volumes...................................................

3-5 3-3 Base Year (2020) Background Traffic Capacity Analysis, Existing Transportation System................................................................

3-5 4-3 Trip Generation Table..............................................................................

4-2 4-4 Trip Distribution........................................................................................

4-3 4-5A Base Year On-Site Development Traffic Assignment-New Trips..............

4-4 4-11 Base Year Build Traffic Volumes..............................................................

4-5 5-3 Base Year (2020) Build Traffic Capacity Analysis, Existing Transportation System................................................................

5-3 5-18 Base Year (2020) Background Traffic Maximum Queue Lengths, Existing Transportation System................................................................

5-3 5-21 Base Year (2020) Build Traffic Maximum Queue Lengths, Existing Transportation System................................................................

5-3 5-27A Proposed Driveway Sight Distance (Looking South).................................

5-4 5-27B Proposed Driveway Sight Distance (Looking North).................................

5-5 6-1 Intersection Conceptual Drawing-USH 51 and Development Driveway...

6-2 APPENDICES APPENDIX A-TRAFFIC APPENDIX B-EXISTING TRANSPORTATION SYSTEM WITH BACKGROUND TRAFFIC OPERATIONAL ANALYSIS APPENDIX C-EXISTING TRANSPORTATION SYSTEM WITH BUILD TRAFFIC OPERATIONAL ANALYSIS APPENDIX J-INTERSECTION CONTROL EVALUATION (ICE)

CHAPTER 1 INTRODUCTION AND EXECUTIVE

SUMMARY

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 1-Introduction and Executive Summary Prepared by Strand Associates, Inc.

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Purpose of Report and Study Objectives Strand Associates, Inc. (Strand) was hired by SHINE Medical Technologies (SHINE) to perform a Traffic Impact Analysis (TIA) for the proposed medical isotope production facility located along the east side of USH 51 south of STH 11 across from the Southern Wisconsin Regional Airport in Janesville, Wisconsin.

The purpose of this study is to identify the required improvements at the proposed access point to the facility and to determine if impacts to the existing roadway network will require other infrastructure improvements. The proposed site plan for the medical production facility is shown in Exhibit 1-1.

An initial review document was submitted to the Wisconsin Department of Transportation (WisDOT) in November 2017. WisDOT indicated the need for an abbreviated TIA for this development to understand the impacts, determine access, and establish the improvements required for the roadway network.

This study:

1.

Identifies the existing traffic volumes and analyzes the existing conditions of the study intersections during the weekday AM and PM peak hours.

2.

Evaluates the existing 2017 and base year 2020 traffic operations with and without the proposed development within the study area.

3.

Proposes improvements at the intersections to accommodate the proposed development.

B.

Executive Summary Strand completed a TIA evaluating the impacts of the proposed development in Janesville. An initial review document was submitted to WisDOT, and based on the recommendation of WisDOT, an abbreviated TIA has been conducted.

This executive summary includes a description of the study area, description of the development, results of the traffic operations analysis, and the recommendations based on the findings of the abbreviated TIA.

1.

Study Area The study area includes USH 51 from the development driveway through STH 11, and STH 11 through the USH 51 intersection. As identified by WisDOT, the study area includes the following two intersections:

USH 51 and Development Driveway USH 51 and STH 11

2.

Proposed Development This TIA is for the proposed medical production facility located on the south side of Janesville east of USH 51 and south of the STH 11 intersection. The development site is located across

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 1-Introduction and Executive Summary Prepared by Strand Associates, Inc.

1-2 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S1_Introduction and Executive Summary.docx\\121117 USH 51 from the Southern Wisconsin Regional Airport. The approximately 90-acre site will accommodate a medical production facility with no other tenants.

3.

Traffic Operations Traffic operations within the study area meet level of service (LOS) guidelines with both the background and build traffic scenarios. Modeling indicates that the USH 51 and STH 11 intersection operates at LOS C during both peak hours in both scenarios.

Background traffic volume queueing at the intersection is contained within the turn bays for all movements other than the northbound left-and right-turns. However, when Facility Development Manual (FDM) Section 11-25-2 desirable deceleration distances are added to the projected queue lengths, only the westbound right-turn bay and southbound left-turn bay are providing both adequate storage lengths and desirable deceleration distances. The build scenario queue lengths are 5 to 45 feet longer on impacted movements than the background scenario.

The USH 51 and development driveway intersection operates at LOS B during both peak hours.

Anticipated queue lengths are under 15 feet for both peak hours.

Detailed traffic operations information for the base year background traffic scenario is located in Chapter 3 and Appendix B. Detailed traffic operations information for the base year build traffic scenario is located in Chapter 5 and Appendix C.

4.

Recommended Improvements Note that improvements are recommended to WisDOT for consideration and are not legally binding. WisDOT reserves the right to determine alternative solutions.

a.

USH 51 and STH 11 No improvements are recommended for this intersection due to this development. The queue storage deficiencies at the intersection are present with background traffic and are not significantly impacted by the proposed development.

b.

USH 51 and Development Driveway This intersection should be constructed as a side-street stop controlled intersection with the development driveway operating under stop control. The intersection should have the following lane arrangement:

(1)

Northbound Single through lane Single shared through/right-turn lane (2)

Southbound Single shared through/left-turn lane Single through lane

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 1-Introduction and Executive Summary Prepared by Strand Associates, Inc.

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Westbound Single left-/right-turn lane All improvements to the USH 51 and Development Driveway intersection will be completed before the site becomes operational. The recommended improvement to the development driveway is shown in Exhibit 1-3.

C.

Chapter 1 Exhibits Exhibit 1-1 Site Plan

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 1-Introduction and Executive Summary Prepared by Strand Associates, Inc.

1-4 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S1_Introduction and Executive Summary.docx\\121117 Exhibit 1-3 Base Year (2020) Build Traffic Recommended Improvements, USH 51 and Development Driveway

CHAPTER 2 PROPOSED DEVELOPMENT

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 2-Proposed Development Prepared by Strand Associates, Inc.

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On-Site Development

1.

Development Description and Site Location This TIA is for the proposed medical production facility located on the south side of Janesville east of USH 51, south of STH 11. The development site is located across USH 51 from the Southern Wisconsin Regional Airport. The approximately 90-acre site will accommodate the medical production facility with no other tenants. The site has approximately 1,200 feet of frontage onto USH 51. There are no other roadways providing access to this site. Exhibit 2-1 shows the location of the proposed development.

2.

Land Use and Intensity The site that is proposed to be developed is located within the City of Janesville and is zoned M1--Light Industrial.

3.

Proposed Site Plan The proposed 45,000-square-foot medical production facility will be located near the center of the property. The only roadway providing access to this site is USH 51 on the western edge of the land. The driveway to the facility will be located on the northern half of the site. Exhibit 2-2 shows the development site plan.

4.

Development Phasing and Timing Construction is slated to begin on the facility in 2018 with an opening planned for 2020. Major construction activities will be completed in one phase.

B.

Study Area

1.

Influence Area The influence area for this project will include the Cities of Janesville and Beloit and the surrounding Rock County area. This site is a production facility and most employees are anticipated to be located within Rock County. The majority of the employees are anticipated to live north of the site, or use IH 39/90 to access the site via STH 11.

2.

Area of Significant Traffic Impact The area of significant traffic impact includes USH 51 from the proposed driveway north to STH 11. The intersections that will be impacted by the development are:

USH 51 and Development Driveway USH 51 and STH 11

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 2-Proposed Development Prepared by Strand Associates, Inc.

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Off-Site Land Use and Development The area directly surrounding the proposed development site is zoned for light industrial or agricultural use. Closer to the USH 51 and STH 11 intersection, the area is zoned for residential and commercial uses.

There are no other known developments in the study area or proposed changes to existing zoning. The existing land use for the study area is shown in Exhibit 2-4.

D.

Site Accessibility The major travel routes to the site will include USH 51 and STH 11. Traffic will enter the site at the proposed driveway on the northern portion of the development site.

The intersection of USH 51 and STH 11 is currently a signalized intersection. USH 51 is primarily a four-lane undivided roadway, except within the STH 11 intersection area where medians are present.

STH 11 is a four-lane divided roadway through the study area.

The proposed development driveway is located along the four-lane undivided portion of USH 51. The driveway will be located at the southern end of the curve on USH 51 that takes the roadway around runway 22 at the Southern Wisconsin Regional Airport.

There are no multimodal facilities provided along USH 51 within the study area. STH 11 does have an off-road bicycle trail located north of the roadway. It is anticipated that all employees of the medical production facility will either drive alone or carpool.

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 2-Proposed Development Prepared by Strand Associates, Inc.

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Chapter 2 Exhibits Exhibit 2-1 Site Location Map

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 2-Proposed Development Prepared by Strand Associates, Inc.

2-4 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S2_Proposed Development.docx\\121117 Exhibit 2-2 Site Plan

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 2-Proposed Development Prepared by Strand Associates, Inc.

2-5 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S2_Proposed Development.docx\\121117 Exhibit 2-4 Existing Land Use for Study Area

CHAPTER 3 ANALYSIS OF EXISTING CONDITIONS

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 3-Analysis of Existing Conditions Prepared by Strand Associates, Inc.

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Physical Characteristics The intersection of STH 11 and USH 51 is a signalized intersection. STH 11 approaches the intersection as a 4-lane divided highway from both directions. At the intersection both STH 11 approaches have a dedicated left-turn bay, two through lanes, and a dedicated right-turn bay. The eastbound left-turn bay has a storage capacity of 320 feet and the eastbound right-turn bay has a storage capacity of 350 feet. The westbound left-turn bay has a storage capacity of 320 feet and the westbound right-turn bay has a storage capacity of 675 feet. The posted speed limit of STH 11 is 55 miles per hour (mph).

USH 51 approaches the intersection as a 4-lane undivided highway from the south and a 4-lane divided highway from the north. At the intersection, the northbound approach has a dedicated left-turn bay, two through lanes, and a dedicated right-turn bay. The southbound approach has two dedicated left-turn bays, two through lanes, and a dedicated right-turn bay. The northbound left-turn bay has a storage capacity of 150 feet and the northbound right-turn bay has a storage capacity of 85 feet. The southbound dual left-turn bay has a storage capacity of 285 feet and the southbound right-turn bay has a storage capacity of 100 feet. The posted speed limit of US 51 is 45 mph.

USH 51 is a 4-lane undivided highway at the development driveway location. The posted speed limit of USH 51 at this location is 55 mph.

Multimodal facilities in the study area are limited. The South Connector Trail is located along the north side of STH 11. There are no other dedicated multimodal facilities located in the study area. The shoulders along USH 51 have a paved width of 3 feet.

There are no known roadway improvement projects in the study area.

Exhibit 3-1A shows the existing transportation system in the study area.

B.

Traffic Volumes Figure 3-2A shows the existing traffic volumes for the study area. The daily traffic data is the most recent average annual daily traffic (AADT) volumes (2016 for all locations shown) from the WisDOT web site (http://wisconsindot.gov/Pages/projects/data-plan/traf-counts/default.aspx). An intersection turning movement traffic count was performed by Strand on October 31, 2017, at the intersection of STH 11 and USH 51. A traffic count was performed along USH 51 in the vicinity of the proposed development driveway on November 2, 2017.

The AM and PM peak hours were determined from the intersection turning movement counts. The AM peak hour occurs from 7:15 A.M. to 8:15 A.M. and the PM peak hour occurs from 4 P.M. to 5 P.M.

The planned opening of the medical production facility is in 2020. The base year for the traffic analysis was selected as 2020 to coincide with the initial opening of the facility. Recent AADT data trends from the WisDOT website were evaluated and an annual growth rate of 1.2 percent per year was determined to be appropriate to bring the 2017 traffic volumes to the 2020 base year. It should be noted, however,

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 3-Analysis of Existing Conditions Prepared by Strand Associates, Inc.

3-2 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S3_Analysis of Existing Conditions.docx\\121117 that overall traffic volumes have dropped on USH 51 in the study area from 2010 to 2016. Figure 3-2B shows the base year background traffic volumes.

C.

Capacity/Level of Service Highway Capacity Manual (HCM) 2010 reports from Synchro 9 were used to determine the base year background traffic intersection level of service (LOS) and queuing. Modeling indicates that the intersection of USH 51 and STH 11 operates at LOS C during both peak hours. Exhibit 3-3 shows the 2020 background traffic capacity analysis.

D.

Sources of Data The following are the sources of data for this analysis:

1.

Traffic counts conducted by Strand in October/November 2017

2.

AADT traffic data maps available on the WisDOT web site (http://wisconsindot.gov/Pages/projects/data-plan/traf-counts/default.aspx)

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 3-Analysis of Existing Conditions Prepared by Strand Associates, Inc.

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Chapter 3 Exhibits Exhibit 3-1A Existing Transportation System

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 3-Analysis of Existing Conditions Prepared by Strand Associates, Inc.

3-4 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S3_Analysis of Existing Conditions.docx\\121117 Exhibit 3-2A Existing Traffic Volumes

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 3-Analysis of Existing Conditions Prepared by Strand Associates, Inc.

3-5 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S3_Analysis of Existing Conditions.docx\\121117 Exhibit 3-2B Base Year (2020) Background Traffic Volumes Location Existing Intersection Operations AM Peak Hour PM Peak Hour Overall Intersection LOS LOS E, F Movements Overall Intersection LOS LOS E, F Movements USH 51 and STH 11 (S)

LOS C LOS C Note: (S) = Signalized Intersection, (U) = Unsignalized Intersection Exhibit 3-3 Base Year (2020) Background Traffic Capacity Analysis, Existing Transportation System

CHAPTER 4 PROJECTED TRAFFIC

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 4-Projected Traffic Prepared by Strand Associates, Inc.

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Background Traffic Forecasting As an abbreviated TIA, this analysis focuses on the base year traffic volumes only. The base year background traffic was discussed in Chapter 3, Section B. Exhibit 3-2B shows the base year background traffic volumes.

B.

On-Site and Off-Site Development Traffic Forecasting

1.

Trip Generation The proposed medical production facility is planned to have 100 employees during the first two years of operations from 2020 to 2022, with 200 employees anticipated from 2022 on. The main day shift will be up to 150 employees arriving between 6 A.M. and 8 A.M. and departing between 3 P.M. and 8 P.M. The remaining employees will be teams of 15 to 30 people for an afternoon and an overnight shift. The afternoon shift will be arriving between 3 P.M. and 8 P.M. and departing between 11 P.M. and 8 A.M. The overnight shift will be arriving between 10 P.M. and 12 A.M. and departing between 6 A.M. and 8 A.M. Because the start and end times of the shifts are not confined to the peak hours observed during the traffic count, it was assumed that 80 percent of the entering or exiting shift traffic will occur during the roadway peak hours. The anticipated number of trips from the site during the AM and PM peak hours is shown in Exhibit 4-3.

2.

Mode Split There are no existing pedestrian and bicycle connections to the proposed site. Bus service is limited to the Beloit-Janesville Express line running past the site on US 51 during weekdays.

Because of these factors, all trips were assumed to be automobile trips for this analysis.

3.

Pass-By and Linked Trip Traffic Estimation This development consists of only the proposed production facility. Therefore, no pass-by or linked trips were assumed for this analysis.

4.

Trip Distribution The employment base for this production facility is assumed to access the site primarily from the north. Assumptions were made that 75 percent of the traffic would come from and go to the north at the driveway with the remaining 25 percent coming to and from the south. The directional trip distribution is as follows:

North (US 51):

25 percent East (STH 11 to IH 39/90): 40 percent South (US 51):

25 percent West (STH 11):

10 percent The trip distribution is shown in Exhibit 4-4.

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 4-Projected Traffic Prepared by Strand Associates, Inc.

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5.

Trip Assignment The traffic for the medical production facility was assigned to the roadway network based on the patterns discussed above. There are no linked or pass-by trips assumed with this development, therefore the total new trips are the same as the driveway trips for the development. The base year on-site development traffic new trips are shown in Exhibit 4-5A.

There are no known off-site developments contributing trips to the study area during the base year of the analysis.

C.

Build and Total Traffic The 2020 build traffic volumes are shown in Exhibit 4-11.

D.

Chapter 4 Exhibits Exhibit 4-3 Trip Generation Table

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 4-Projected Traffic Prepared by Strand Associates, Inc.

4-3 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S4_Projected Traffic.docx\\121117 Exhibit 4-4 Trip Distribution

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 4-Projected Traffic Prepared by Strand Associates, Inc.

4-4 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S4_Projected Traffic.docx\\121117 Exhibit 4-5A Base Year On-Site Development Traffic Assignment-New Trips

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 4-Projected Traffic Prepared by Strand Associates, Inc.

4-5 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S4_Projected Traffic.docx\\121117 Exhibit 4-11 Base Year Build Traffic Volumes

CHAPTER 5 TRAFFIC AND IMPROVEMENT ANALYSIS

SHINE Medical Technologies, Janesville, WI SHINE Medical Projection Facility TIA Chapter 5-Traffic and Improvement Analysis Prepared by Strand Associates, Inc.

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Site Access The proposed medical production facility has one site access on US 51 located on the northern half of the property. The single access will provide access for employees and deliveries to the proposed facility. No other driveways are located near this proposed access point.

B.

Capacity/Level of Service (LOS) Analysis A capacity/LOS analysis was performed for the 2020 base conditions without the proposed development (see Chapter 3) and the 2020 base conditions with the proposed development. Any proposed roadway improvements will be constructed initially before the facility opens. No currently programmed improvements are known within the study area.

1.

2020 Existing Roadway Conditions with Build Traffic Modeling indicates that the existing USH 51 and STH 11 intersection will operate at LOS C during both peak hours with the build traffic. The overall intersection LOS degrades between one and two seconds overall and all individual movements operate at LOS D or better. The operations between the base scenario and the build scenario are similar.

For this analysis the development driveway is modeled as a single lane with no improvements to US 51. With this geometry the intersection operates at LOS B during both peak hours.

Because the existing geometry meets all LOS goals for the corridor, no further modeling was completed as there are no proposed improvements to existing roadways because of traffic operations analysis.

Exhibit 5-3 shows the 2020 existing transportation system build traffic LOS analysis.

C.

Queuing Analysis A queue storage analysis was conducted on the two study area intersections using the HCM 2010 predicted queues from Synchro 9. The queue analysis considers the modeled queue lengths and the deceleration distance recommended in the WisDOT Facility Development Manual (FDM)

Section 11-25-2. Exhibit 5-18 shows the 2020 background traffic queue lengths. Exhibit 5-21 shows the 2020 build traffic queue lengths.

Modeling indicates existing queues are stored within the turn bays for all movements other than the northbound left and right turns. When the current desirable deceleration distances are factored into the storage bay requirements with existing traffic, only the westbound right-turn bay and southbound left-turn bay satisfy the recommended queue storage lengths.

When the build traffic is analyzed, queues are stored within the turn bays for all movements other than the northbound left and right turns. Overall queues get 5 to 45 feet longer on the affected movements than the existing traffic conditions. With the build traffic, the southbound left-turn bay recommended queue storage exceeds the existing turn bay length by 5 feet, but the westbound right-turn bay still

SHINE Medical Technologies, Janesville, WI SHINE Medical Projection Facility TIA Chapter 5-Traffic and Improvement Analysis Prepared by Strand Associates, Inc.

5-2 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S5_Traffic and Improvement Analysis.docx\\121117 provides adequate storage. The recommended queue storage lengths for all other turn bays continue to exceed the existing storage length.

At the development driveway location, modeling does not indicate the need for turn bays on US 51 or the driveway. If turn bays are required the recommended queue storage lengths along US 51 are around 325 feet and the recommended queue storage length on the driveway is around 50 feet.

D.

Multimodal Considerations This location is not easily accessible by pedestrians, bicycles, or transit. There are no dedicated on road facilities along US 51 in the study area and no facilities are known to be planned at this time. The nature of this production facility will tend to have workers driving alone or in car pools. No multimodal improvements are recommended for this site.

E.

Speed Considerations/Sight Distance The design speed of USH 51 through the intersection area changes from 60 mph (55 mph posted) at the development driveway location to 50 mph (45 mph posted) at the STH 11 intersection. The design speed for STH 11 through the study area is 60 mph (55 mph posted). The proposed driveway will be designed with a design speed of 25 mph.

There are no changes proposed for the USH 51 and STH 11 intersection. The proposed development driveway location is located south of an existing farm entrance location. There are no sight distance restrictions at this location presently. No planned landscaping or signage is shown near the driveway entrance that would limit the site distance at the intersection. Exhibit 5-27 shows the existing site distance at the development driveway location.

F.

Traffic Control Needs The signalized intersection of USH 51 and STH 11 will remain traffic signal controlled with this development. No changes to the timing or phasing of the existing traffic signal are recommended.

The new USH 51 access to the proposed development is recommended to be a side street stop controlled intersection. The anticipated traffic volumes for this development would not satisfy traffic signal warrants. The intersection is discussed further in an Intersection Control Evaluation included as Appendix J in this report.

SHINE Medical Technologies, Janesville, WI SHINE Medical Projection Facility TIA Chapter 5-Traffic and Improvement Analysis Prepared by Strand Associates, Inc.

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Chapter 5 Exhibits Location Existing Intersection Operations AM Peak Hour PM Peak Hour Overall Intersection LOS LOS E, F Movements Overall Intersection LOS LOS E, F Movements USH 51 and STH 11 (S)

LOS C LOS C USH 51 and Driveway (U)

LOS B LOS B Note: (S) = Signalized Intersection, (U) = Unsignalized Intersection Exhibit 5-3 Base Year (2020) Build Traffic Capacity Analysis, Existing Transportation System Location Max 95th Percentile Queue (feet) (Either Peak)

Northbound Eastbound Southbound Westbound Left Right Left Right Left Right Left Right USH 51 and STH 11 165 95 65 135 85 35 210 130 Deceleration Distance (feet) (From FDM 11-25-2 Table 2.4)

USH 51 and STH 11 200 200 325 325 200 200 325 325 Total Storage Length (feet)

USH 51 and STH 11 365 295 390 460 285 235 535 455 Exhibit 5-18 Base Year (2020) Background Traffic Maximum Queue Lengths, Existing Transportation System Location Max 95th Percentile Queue (feet) (Either Peak)

Northbound Eastbound Southbound Westbound Left Right Left Right Left Right Left Right USH 51 and STH 11 185 140 70 160 90 40 255 135 USH 51 and Driveway 0

10 25 25 Deceleration Distance (feet) (From FDM 11-25-2 Table 2.4)

USH 51 and STH 11 200 200 325 325 200 200 325 325 USH 51 and Driveway 325 325 25 25 Total Storage Length (feet)

USH 51 and STH 11 385 340 395 485 290 240 580 460 USH 51 and Driveway 325 335 50 50 Exhibit 5-21 Base Year (2020) Build Traffic Maximum Queue Lengths, Existing Transportation System

SHINE Medical Technologies, Janesville, WI SHINE Medical Projection Facility TIA Chapter 5-Traffic and Improvement Analysis Prepared by Strand Associates, Inc.

5-4 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S5_Traffic and Improvement Analysis.docx\\121117 Exhibit 5-27A Proposed Driveway Sight Distance (Looking South)

SHINE Medical Technologies, Janesville, WI SHINE Medical Projection Facility TIA Chapter 5-Traffic and Improvement Analysis Prepared by Strand Associates, Inc.

5-5 R:\\MAD\\Documents\\Reports\\Archive\\2017\\SHINE, WI\\Shine Medical Production FIA.4515.001.Dec.KRH\\Report\\S5_Traffic and Improvement Analysis.docx\\121117 Exhibit 5-27B Proposed Driveway Sight Distance (Looking North)

CHAPTER 6 CONCLUSIONS AND RECOMMENDATIONS

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 6-Conclusions and Recommendations Prepared by Strand Associates, Inc.

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Conclusions The traffic operations analysis indicates that the USH 51 and STH 11 intersection is able to accommodate the build traffic volumes without geometric modifications. The USH 51 and STH 11 intersection accommodates most queues but does not accommodate the desirable deceleration lengths with the background traffic. The build traffic volumes add one to two vehicles to the queues of the affected movements but do not change the operations and queueing of the intersection significantly.

The proposed development driveway location is able to accommodate build traffic volumes with a single lane approach and no revisions to USH 51.

The USH 51 and STH 11 intersection may require longer turn bays when the intersection is reconditioned or reconstructed in the future. Because the queue storage deficiencies are present in the background scenario, the need for these improvements is not directly caused by this development.

The USH 51 and development driveway intersection requires only minor improvements to allow for access to and from the proposed production facility.

B.

Recommendations Note that improvements are recommended to WisDOT for consideration and are not legally binding.

WisDOT reserves the right to determine alternative solutions.

This section describes the recommended improvements for the study area roadways. No through lanes will be added along USH 51 or STH 11. The recommended improvements for each intersection are discussed below:

1.

USH 51 and STH 11 No improvements are recommended for this intersection due to this development. The queue storage deficiencies at the intersection are present with background traffic and are not significantly impacted by the proposed development.

2.

USH 51 and Development Driveway This intersection should be constructed as a side-street stop controlled intersection with the proposed driveway operating under stop control. The intersection should have the following lane arrangement:

a.

Northbound Single through lane Single shared through/right-turn lane

b.

Southbound Single shared through/left-turn lane Single through lane

c.

Westbound Single left-/right-turn lane The footprint of the USH 51 and Development Driveway intersection is shown in Exhibit 6-1.

SHINE Medical Technologies, Janesville, WI SHINE Medical Production Facility TIA Chapter 6-Conclusions and Recommendations Prepared by Strand Associates, Inc.

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Chapter 6 Exhibits Exhibit 6-1 Intersection Conceptual Drawing-USH 51 and Development Driveway

APPENDIX A TRAFFIC

Version 2011.J3 Page 1 of 11 Base Information, Observed (6) Hour and Estimated (24) Hour Volume Summaries US 51/Center Ave and WIS 11 Site Information Count Information SW-M

AM MD PM AM MD PM 0.921 3.041 Company Name 1.000 Comments Observed 6 Hour Volume Summary 6

PED: 1 BIKE: 0 159 1753 604 0

8 9

M PED:

557 PED:

0 914 0

860 N

0

0 O

North 200

=

BIKE:

871 BIKE:

0 452

?

0 L

0 446 1729 503 PED: 0 BIKE: 0 Estimated 24 Hour AADT 445 4908 1691 0

8 9

M 1560 2559 2408 N

0

0 O

North 560

=

2439 1266

?

L Daily/Seasonal Factor 0.921 0

1249 4841 1408 Count Expansion Factor 3.041 Manual Adjustment Factor 1.000 Total 24 Hr Expansion Factor 2.800 Special Considerations East Leg WIS 11 Holidays None Special Events None (2) Urban Arterials & Collectors Count Expansion Group Daily/Seasonal Adjustment Factor Schools In Session Count Expansion Factor (2) Urban Arterials & Collectors Daily/Seasonal Adjustment Group Intersection of:

Intersection Traffic Volume Report WisDOT Region Rock Weekday Non-Holiday Municipality Janesville Hrs Counted: 6:00 AM-9:00 AM and 3:00 PM-6:00 PM Count Basics Schools in Session Count Dates Traffic Control Traffic Signal County Roadway Names North Direction 4:00-5:00pm 4:00-5:00pm 12,065 WIS 11 5538 25,334 TOTAL ENTERING VOLUME 9,048 2516 4,309 WIS 11 8,518 US 51/Riverside Dr ESTIMATED US 51/Center Ave Total Entering Hourly Volume WIS 11 24 HOUR AADT 14,006 HOUR VOLUMES 5,002 OBSERVED US 51/Center Ave 4264 3065 2678 5,743 7045 1519 3,042 1523 US 51/Riverside Dr 8582 7498 16,080 6961 6527 4253 1978 2486 2331 WIS 11 Other (describe)

None None TOTAL ENTERING VOLUME None Version 2011.J3 None None Wheelchairs/electric scooters Elderly/disabled (except wheelchairs)

Visually impaired (white cane/helper dog)

AM Peak Period Midday Peak Period PM Peak Period Andres Gomez Andres Gomez Observers Special Pedestrians Observed None None Manual Adj.

Elementry school age children Pre-school children Strand Associates, Inc.

Midday Peak Period PM Peak Period Tuesday, October 31, 2017 Peak Hours Selected for Analysis Calculated Peak Hours Sunny & Dry West Leg WIS 11 South Leg US 51/Riverside Dr 7:15-8:15am 7:15-8:15am North Leg US 51/Center Ave Sunny & Dry AM Peak Period Weather Tuesday, October 31, 2017 No Special Events Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Start Date:

953 1476 1376 0

0 0

0 0

0 1769 1982 1492 0

0 0

0 0

1,000 2,000 3,000 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Motor Vehicle Volume One-Hour Time Period Start Time (For example, 6am represents volume from 6am to 7am)

Page 2 of 11 Peak Hour Volume Graphical Summary US 51/Center Ave and WIS 11 AM Peak Hour Summary PED: 1 BIKE: 0 20 312 89 0

8 9

M PED:

108 PED:

0 77 0

139 N

0

0 O

North 51

=

BIKE:

200 BIKE:

0 112

?

0 L

0 65 296 92 PED: 0 BIKE: 0 Midday (MD) Peak Hour Summary PED: 0 BIKE: 0 0

0 0

0 8

9 M

PED:

0 PED:

0 0

0 0

N 0

0 O

North 0

=

BIKE:

0 BIKE:

0 0

?

0 L

0 0

0 0

PED: 0 BIKE: 0 PM Peak Hour Summary PED: 0 BIKE: 0 37 395 137 0

8 9

M PED:

116 PED:

0 243 0

162 N

0

0 O

North 34

=

BIKE:

160 BIKE:

0 69

?

0 L

0 124 419 86 PED: 0 BIKE: 0 Tuesday, October 31, 2017 N/A Tuesday, October 31, 2017 Schools in Session No Special Events AM PEAK HOUR US 51/Center Ave TOTAL ENTERING VOLUME 7:15-8:15am 876 1,561 421 455 WIS 11 162 324 WIS 11 525 705 363 381 0

563 453 1,016 US 51/Riverside Dr US 51/Center Ave TOTAL ENTERING VOLUME 0

0 0

MD PEAK HOUR 0

0 0

0 WIS 11 0

0 WIS 11 0

0 0

WIS 11 404 PM PEAK HOUR US 51/Center Ave 4:00-5:00pm 1,138 667 904 263 383 Weekday Non-Holiday All Motor Vehicles 521 WIS 11 569 569 TOTAL ENTERING VOLUME 1,982 US 51/Riverside Dr US 51/Riverside Dr 626 629 1,255 Count Basics Start Date:

Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report

Count Basics Page 3 of 11 Peak Hour Volume Summary US 51/Center Ave and WIS 11 Peak Hour Volumes, Truck Percentages, and PHFs

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Ø AM Peak Hour US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals 7:15 AM 4

61 20 0

85 23 26 37 0

86 24 65 17 0

106 25 51 12 0

88 365 7:30 AM 5

76 23 0

104 24 15 21 0

60 30 82 21 0

133 25 54 14 0

93 390 7:45 AM 6

94 17 0

117 39 14 44 0

97 23 83 13 0

119 34 63 14 0

111 444 8:00 AM 5

81 29 0

115 22 22 37 0

81 15 66 14 0

95 28 32 11 0

71 362 Peak Hour Volume 20 312 89 0

421 108 77 139 0

324 92 296 65 0

453 112 200 51 0

363 1561 Rounded Hourly Volume 20 310 90 0

420 110 75 140 0

325 90 295 65 0

450 110 200 50 0

360 1555

% Single Unit Trucks 5.0 2.9 0.0 0.0 2.4 3.7 1.3 4.3 0.0 3.4 6.5 3.0 3.1 0.0 3.8 2.7 2.0 0.0 0.0 1.9 2.9

% Heavy Trucks 5.0 3.5 3.4 0.0 3.6 3.7 19.5 10.1 0.0 10.2 8.7 3.0 13.8 0.0 5.7 4.5 7.0 0.0 0.0 5.2 6.0

% Trucks (Total) 10.0 6.4 3.4 0.0 5.9 7.4 20.8 14.4 0.0 13.6 15.2 6.1 16.9 0.0 9.5 7.1 9.0 0.0 0.0 7.2 8.8 Peak Hour Factor (PHF) 0.83 0.83 0.77 0.00 0.90 0.69 0.74 0.79 0.00 0.84 0.77 0.89 0.77 0.00 0.85 0.82 0.79 0.91 0.00 0.82 0.88

ç

Ø MD Peak Hour US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Peak Hour Volume 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Rounded Hourly Volume 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

% Single Unit Trucks 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

% Heavy Trucks 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

% Trucks (Total) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Peak Hour Factor (PHF) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

ç

Ø PM Peak Hour US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals 4:00 PM 11 93 39 0

143 25 60 31 0

116 17 97 35 0

149 12 47 11 0

70 478 4:15 PM 8

92 22 0

122 31 60 36 0

127 26 101 16 0

143 19 35 3

0 57 449 4:30 PM 10 121 39 0

170 29 57 51 0

137 19 94 25 0

138 23 37 9

0 69 514 4:45 PM 8

89 37 0

134 31 66 44 0

141 24 127 48 0

199 15 41 11 0

67 541 Peak Hour Volume 37 395 137 0

569 116 243 162 0

521 86 419 124 0

629 69 160 34 0

263 1982 Rounded Hourly Volume 35 395 135 0

565 115 245 160 0

520 85 420 125 0

630 70 160 35 0

265 1980

% Single Unit Trucks 0.0 2.3 2.2 0.0 2.1 1.7 1.6 2.5 0.0 1.9 1.2 1.9 1.6 0.0 1.7 0.0 2.5 2.9 0.0 1.9 1.9

% Heavy Trucks 0.0 1.0 0.7 0.0 0.9 0.9 8.2 4.9 0.0 5.6 7.0 0.5 0.0 0.0 1.3 2.9 9.4 5.9 0.0 7.2 3.1

% Trucks (Total) 0.0 3.3 2.9 0.0 3.0 2.6 9.9 7.4 0.0 7.5 8.1 2.4 1.6 0.0 3.0 2.9 11.9 8.8 0.0 9.1 5.0 Peak Hour Factor (PHF) 0.84 0.82 0.88 0.00 0.84 0.94 0.92 0.79 0.00 0.92 0.83 0.82 0.65 0.00 0.79 0.75 0.85 0.77 0.00 0.94 0.92 Peak Hour Pedestrian and Bicyclist Volumes Pedestrians and Bicyclists Total Ped &

US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Bike 15-Minute Start Time Total Total Total Total Volume 7:15 AM 0

0 0

0 0

7:30 AM 1

0 0

0 1

7:45 AM 0

0 0

0 0

8:00 AM 0

0 0

0 0

Total 1

0 0

0 1

12:00 PM 0

0 0

0 0

12:15 PM 0

0 0

0 0

12:30 PM 0

0 0

0 0

12:45 PM 0

0 0

0 0

Total 0

0 0

0 0

4:00 PM 0

0 0

0 0

4:15 PM 0

0 0

0 0

4:30 PM 0

0 0

0 0

4:45 PM 0

0 0

0 0

Total 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 MD 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Crossing Crossing South Approach Tuesday, October 31, 2017 N/A AM Peak Hour Midday (MD) Peak Hour From North Tuesday, October 31, 2017 Crossing North Approach PM Peak Hour Crossing From West All Motor Vehicles AM 0

0 0

0 0

1 Bicyclist Pedestrian Bicyclist Pedestrian 0

0 1

Pedestrian 0

0 Bicyclist Pedestrian Bicyclist From East From South From West Non-Holiday Schools in Session No Special Events Start Date:

Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report East Approach From North From East From South From West Weekday West Approach From North From East From South

Count Basics Page 4 of 11 Hourly Volume Summary - Motor Vehicle Data US 51/Center Ave and WIS 11 One-Hour Motor Vehicle Data

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Ø One-Hour Total Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Vehicle Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume E/W N/S 6:00 AM 5

191 89 0

285 31 45 118 0

194 59 131 22 0

212 63 176 23 0

262 953 456 497 7:00 AM 19 278 91 0

388 102 74 124 0

300 101 276 60 0

437 107 200 44 0

351 1476 651 825 8:00 AM 18 268 93 0

379 98 139 122 0

359 65 283 46 0

394 87 121 36 0

244 1376 603 773 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 52 358 98 0

508 99 185 199 0

483 97 354 97 0

548 69 127 34 0

230 1769 713 1056 4:00 PM 37 395 137 0

569 116 243 162 0

521 86 419 124 0

629 69 160 34 0

263 1982 784 1198 5:00 PM 28 263 96 0

387 111 228 135 0

474 95 266 97 0

458 57 87 29 0

173 1492 647 845 6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

159 1753 604 0

2516 557 914 860 0

2331 503 1729 446 0

2678 452 871 200 0 1523 9048 3854 5194 Start Date:

Tuesday, October 31, 2017 Total Number of Hours Counted: 6 All Motor Vehicles Schools in Session No Special Events PM Totals AM MD From North Volume Totals Non-Holiday Intersection Traffic Volume Report Directional From South From West From East Weekday 0

100 200 300 400 500 600 700 0

500 1000 1500 2000 2500 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Entering Vehicle Volume By Approach (Line Chart)

Total Entering Vehicle Volume (Bar Chart)

One-Hour Time Period Start Time (For example, 6am represents volumes from 6am to 7am)

Graphical Summary of Hourly Volumes All Motor Vehicles Southbound Approach Westbound Approach Northbound Approach Eastbound Approach

Count Basics Page 5 of 11 15-Minute Motor Vehicle Data US 51/Center Ave and WIS 11 15-Minute Motor Vehicle Data

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Ø 15-Minute Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum PHF 6:00 AM 1

34 16 0

51 3

5 26 0

34 13 21 3

0 37 11 36 2

0 49 171 953 0.84 6:15 AM 3

54 22 0

79 10 10 26 0

46 12 23 5

0 40 17 32 5

0 54 219 1059 0.94 6:30 AM 1

57 27 0

85 10 20 32 0

62 19 37 4

0 60 19 55 2

0 76 283 1205 0.83 6:45 AM 0

46 24 0

70 8

10 34 0

52 15 50 10 0

75 16 53 14 0

83 280 1312 0.84 7:00 AM 4

47 31 0

82 16 19 22 0

57 24 46 9

0 79 23 32 4

0 59 277 1476 0.83 7:15 AM 4

61 20 0

85 23 26 37 0

86 24 65 17 0

106 25 51 12 0

88 365 1561 0.88 7:30 AM 5

76 23 0

104 24 15 21 0

60 30 82 21 0

133 25 54 14 0

93 390 1541 0.87 7:45 AM 6

94 17 0

117 39 14 44 0

97 23 83 13 0

119 34 63 14 0

111 444 1507 0.85 8:00 AM 5

81 29 0

115 22 22 37 0

81 15 66 14 0

95 28 32 11 0

71 362 1376 0.95 8:15 AM 3

67 28 0

98 18 28 34 0

80 12 82 13 0

107 17 35 8

0 60 345 8:30 AM 3

77 25 0

105 29 35 28 0

92 19 72 8

0 99 27 26 7

0 60 356 8:45 AM 7

43 11 0

61 29 54 23 0

106 19 63 11 0

93 15 28 10 0

53 313 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 19 70 16 0

105 28 41 52 0

121 26 76 13 0

115 7

26 8

0 41 382 1769 0.88 3:15 PM 15 83 21 0

119 20 34 56 0

110 15 80 23 0

118 15 28 7

0 50 397 1865 0.93 3:30 PM 12 88 32 0

132 24 53 48 0

125 31 107 33 0

171 15 33 13 0

61 489 1917 0.96 3:45 PM 6

117 29 0

152 27 57 43 0

127 25 91 28 0

144 32 40 6

0 78 501 1942 0.94 4:00 PM 11 93 39 0

143 25 60 31 0

116 17 97 35 0

149 12 47 11 0

70 478 1982 0.92 4:15 PM 8

92 22 0

122 31 60 36 0

127 26 101 16 0

143 19 35 3

0 57 449 1941 0.90 4:30 PM 10 121 39 0

170 29 57 51 0

137 19 94 25 0

138 23 37 9

0 69 514 1926 0.89 4:45 PM 8

89 37 0

134 31 66 44 0

141 24 127 48 0

199 15 41 11 0

67 541 1775 0.82 5:00 PM 11 71 33 0

115 26 80 37 0

143 22 87 35 0

144 8

22 5

0 35 437 1492 0.85 5:15 PM 9

88 23 0

120 39 64 36 0

139 19 69 30 0

118 24 25 8

0 57 434 5:30 PM 5

60 24 0

89 23 50 36 0

109 29 62 24 0

115 16 26 8

0 50 363 5:45 PM 3

44 16 0

63 23 34 26 0

83 25 48 8

0 81 9

14 8

0 31 258 6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

159 1753 604 0

2516 557 914 860 0

2331 503 1729 446 0

2678 452 871 200 0

1523 9048 Peak Hour All Vehicle Volume Summary

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Ø Hourly Total Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume PHF AM 7:15 AM 20 312 89 0

421 108 77 139 0

324 92 296 65 0

453 112 200 51 0

363 1561 0.88 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 37 395 137 0

569 116 243 162 0

521 86 419 124 0

629 69 160 34 0

263 1982 0.92 Weekday Schools in Session Non-Holiday No Special Events Start Date:

AM Peak Period Midday Peak Period PM Peak Period Totals Intersection Traffic Volume Report From North From East From South From West Tuesday, October 31, 2017 Total Number of Hours Counted: 6 All Motor Vehicles From North From East From South From West

Count Basics Page 6 of 11 15-Minute Automobile Data US 51/Center Ave and WIS 11 15-Minute Automobile Data

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Ø 15-Minute Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 1

33 16 0

50 1

5 24 0

30 12 20 3

0 35 11 33 2

0 46 161 902 6:15 AM 3

52 20 0

75 10 9

24 0

43 10 22 5

0 37 15 31 4

0 50 205 1000 6:30 AM 1

54 26 0

81 9

19 32 0

60 19 37 4

0 60 19 52 2

0 73 274 1128 6:45 AM 0

42 24 0

66 7

9 30 0

46 14 49 10 0

73 16 47 14 0

77 262 1213 7:00 AM 4

45 30 0

79 14 18 21 0

53 21 44 8

0 73 19 31 4

0 54 259 1355 7:15 AM 3

57 19 0

79 21 22 32 0

75 21 61 13 0

95 23 49 12 0

84 333 1423 7:30 AM 4

70 23 0

97 23 13 19 0

55 26 75 19 0

120 22 51 14 0

87 359 1397 7:45 AM 6

89 17 0

112 35 11 40 0

86 17 78 10 0

105 34 53 14 0

101 404 1356 8:00 AM 5

76 27 0

108 21 15 28 0

64 14 64 12 0

90 25 29 11 0

65 327 1236 8:15 AM 3

63 25 0

91 15 24 27 0

66 9

75 13 0

97 16 29 8

0 53 307 8:30 AM 2

73 25 0

100 28 30 22 0

80 15 65 7

0 87 24 20 7

0 51 318 8:45 AM 7

41 11 0

59 28 52 19 0

99 14 60 11 0

85 12 20 9

0 41 284 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 18 70 16 0

104 28 37 47 0

112 21 74 13 0

108 6

22 7

0 35 359 1653 3:15 PM 12 80 21 0

113 19 29 48 0

96 15 78 23 0

116 9

22 5

0 36 361 1743 3:30 PM 12 83 32 0

127 23 50 42 0

115 29 104 33 0

166 14 27 13 0

54 462 1800 3:45 PM 6

115 27 0

148 26 53 40 0

119 21 89 27 0

137 30 31 6

0 67 471 1828 4:00 PM 11 86 39 0

136 23 54 29 0

106 15 95 33 0

143 12 43 9

0 64 449 1883 4:15 PM 8

90 19 0

117 31 48 32 0

111 26 97 16 0

139 18 30 3

0 51 418 1852 4:30 PM 10 118 38 0

166 29 54 48 0

131 16 90 25 0

131 22 32 8

0 62 490 1844 4:45 PM 8

88 37 0

133 30 63 41 0

134 22 127 48 0

197 15 36 11 0

62 526 1700 5:00 PM 11 71 32 0

114 26 71 34 0

131 21 87 33 0

141 8

20 4

0 32 418 1427 5:15 PM 9

87 21 0

117 38 60 27 0

125 19 69 29 0

117 23 20 8

0 51 410 5:30 PM 5

58 23 0

86 23 47 30 0

100 29 60 24 0

113 15 24 8

0 47 346 5:45 PM 3

44 16 0

63 23 32 25 0

80 23 48 8

0 79 9

14 8

0 31 253 6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

152 1685 584 0

2421 531 825 761 0

2117 449 1668 427 0

2544 417 766 191 0

1374 8456 Peak Hour Automobile Volume Summary

ç

Ø Hourly Total Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 18 292 86 0

396 100 61 119 0

280 78 278 54 0

410 104 182 51 0

337 1423 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 37 382 133 0

552 113 219 150 0

482 79 409 122 0

610 67 141 31 0

239 1883 Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Start Date:

Automobiles (Cars, Light Trucks, & Motorcycles)

Totals AM Peak Period Midday Peak Period From North From East PM Peak Period From North From East From South From West From South From West

Count Basics Page 7 of 11 15-Minute Single Unit (SU) Truck & Bus Data US 51/Center Ave and WIS 11 15-Minute Single Unit (SU) Truck & Bus Data

ç

Ø 15-Minute Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

0 0

0 0

0 0

1 0

1 1

1 0

0 2

0 0

0 0

0 3

16 6:15 AM 0

0 0

0 0

0 0

1 0

1 1

1 0

0 2

1 1

0 0

2 5

25 6:30 AM 0

2 1

0 3

0 0

0 0

0 0

0 0

0 0

0 1

0 0

1 4

36 6:45 AM 0

1 0

0 1

0 0

1 0

1 0

1 0

0 1

0 1

0 0

1 4

46 7:00 AM 0

1 1

0 2

1 0

1 0

2 1

1 1

0 3

4 1

0 0

5 12 54 7:15 AM 0

2 0

0 2

1 1

4 0

6 1

3 1

0 5

1 2

0 0

3 16 45 7:30 AM 1

4 0

0 5

0 0

0 0

0 2

5 0

0 7

1 1

0 0

2 14 47 7:45 AM 0

3 0

0 3

2 0

1 0

3 3

1 1

0 5

0 1

0 0

1 12 46 8:00 AM 0

0 0

0 0

1 0

1 0

2 0

0 0

0 0

1 0

0 0

1 3

49 8:15 AM 0

4 1

0 5

2 2

4 0

8 0

3 0

0 3

0 2

0 0

2 18 8:30 AM 1

2 0

0 3

0 1

3 0

4 1

0 1

0 2

1 3

0 0

4 13 8:45 AM 0

0 0

0 0

0 0

4 0

4 3

3 0

0 6

2 3

0 0

5 15 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 0

1 0

1 1

1 0

0 2

0 1

0 0

1 4

41 3:15 PM 3

3 0

0 6

0 0

2 0

2 0

2 0

0 2

0 1

1 0

2 12 50 3:30 PM 0

4 0

0 4

1 0

3 0

4 0

3 0

0 3

0 2

0 0

2 13 52 3:45 PM 0

2 1

0 3

1 0

1 0

2 1

2 1

0 4

1 2

0 0

3 12 46 4:00 PM 0

4 0

0 4

2 0

0 0

2 1

2 2

0 5

0 1

1 0

2 13 38 4:15 PM 0

1 3

0 4

0 4

1 0

5 0

4 0

0 4

0 1

0 0

1 14 31 4:30 PM 0

3 0

0 3

0 0

2 0

2 0

2 0

0 2

0 0

0 0

0 7

24 4:45 PM 0

1 0

0 1

0 0

1 0

1 0

0 0

0 0

0 2

0 0

2 4

25 5:00 PM 0

0 1

0 1

0 2

1 0

3 0

0 0

0 0

0 2

0 0

2 6

24 5:15 PM 0

1 0

0 1

0 0

6 0

6 0

0 0

0 0

0 0

0 0

0 7

5:30 PM 0

2 0

0 2

0 1

4 0

5 0

0 0

0 0

1 0

0 0

1 8

5:45 PM 0

0 0

0 0

0 0

1 0

1 2

0 0

0 2

0 0

0 0

0 3

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5 40 8

0 53 11 11 44 0

66 18 35 7

0 60 13 28 2

0 43 222 Peak Hour Single Unit (SU) Truck & Buses Volume Summary

ç

Ø Hourly Total Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 1

9 0

0 10 4

1 6

0 11 6

9 2

0 17 3

4 0

0 7

45 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

9 3

0 12 2

4 4

0 10 1

8 2

0 11 0

4 1

0 5

38 Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Start Date:

Single Unit (SU) Trucks & Buses Totals AM Peak Period Midday Peak Period From North From East PM Peak Period From North From East From South From West From South From West

Count Basics Page 8 of 11 15-Minute Semi-Truck Data US 51/Center Ave and WIS 11 15-Minute Semi-Truck Data

ç

Ø 15-Minute Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

1 0

0 1

2 0

1 0

3 0

0 0

0 0

0 3

0 0

3 7

35 6:15 AM 0

2 2

0 4

0 1

1 0

2 1

0 0

0 1

1 0

1 0

2 9

34 6:30 AM 0

1 0

0 1

1 1

0 0

2 0

0 0

0 0

0 2

0 0

2 5

41 6:45 AM 0

3 0

0 3

1 1

3 0

5 1

0 0

0 1

0 5

0 0

5 14 53 7:00 AM 0

1 0

0 1

1 1

0 0

2 2

1 0

0 3

0 0

0 0

0 6

67 7:15 AM 1

2 1

0 4

1 3

1 0

5 2

1 3

0 6

1 0

0 0

1 16 93 7:30 AM 0

2 0

0 2

1 2

2 0

5 2

2 2

0 6

2 2

0 0

4 17 97 7:45 AM 0

2 0

0 2

2 3

3 0

8 3

4 2

0 9

0 9

0 0

9 28 105 8:00 AM 0

5 2

0 7

0 7

8 0

15 1

2 2

0 5

2 3

0 0

5 32 91 8:15 AM 0

0 2

0 2

1 2

3 0

6 3

4 0

0 7

1 4

0 0

5 20 8:30 AM 0

2 0

0 2

1 4

3 0

8 3

7 0

0 10 2

3 0

0 5

25 8:45 AM 0

2 0

0 2

1 2

0 0

3 2

0 0

0 2

1 5

1 0

7 14 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 1

0 0

0 1

0 4

4 0

8 4

1 0

0 5

1 3

1 0

5 19 75 3:15 PM 0

0 0

0 0

1 5

6 0

12 0

0 0

0 0

6 5

1 0

12 24 72 3:30 PM 0

1 0

0 1

0 3

3 0

6 2

0 0

0 2

1 4

0 0

5 14 65 3:45 PM 0

0 1

0 1

0 4

2 0

6 3

0 0

0 3

1 7

0 0

8 18 68 4:00 PM 0

3 0

0 3

0 6

2 0

8 1

0 0

0 1

0 3

1 0

4 16 61 4:15 PM 0

1 0

0 1

0 8

3 0

11 0

0 0

0 0

1 4

0 0

5 17 58 4:30 PM 0

0 1

0 1

0 3

1 0

4 3

2 0

0 5

1 5

1 0

7 17 58 4:45 PM 0

0 0

0 0

1 3

2 0

6 2

0 0

0 2

0 3

0 0

3 11 50 5:00 PM 0

0 0

0 0

0 7

2 0

9 1

0 2

0 3

0 0

1 0

1 13 41 5:15 PM 0

0 2

0 2

1 4

3 0

8 0

0 1

0 1

1 5

0 0

6 17 5:30 PM 0

0 1

0 1

0 2

2 0

4 0

2 0

0 2

0 2

0 0

2 9

5:45 PM 0

0 0

0 0

0 2

0 0

2 0

0 0

0 0

0 0

0 0

0 2

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2 28 12 0

42 15 78 55 0

148 36 26 12 0

74 22 77 7

0 106 370 Peak Hour Semi-Truck Volume Summary

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Ø Hourly Total Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 0

9 4

0 13 4

14 16 0

34 9

12 6

0 27 5

18 0

0 23 97 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

4 2

0 6

0 21 8

0 29 7

2 0

0 9

3 19 2

0 24 68 Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report Semi-Trucks Weekday Schools in Session Non-Holiday No Special Events Start Date:

PM Peak Period Totals AM Peak Period Midday Peak Period From North From North From East From South From West From West From East From South

Count Basics Page 9 of 11 15-Minute Heavy Vehicle Data US 51/Center Ave and WIS 11 15-Minute Heavy Vehicle Data

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Ø 15-Minute Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

1 0

0 1

2 0

2 0

4 1

1 0

0 2

0 3

0 0

3 10 51 6:15 AM 0

2 2

0 4

0 1

2 0

3 2

1 0

0 3

2 1

1 0

4 14 59 6:30 AM 0

3 1

0 4

1 1

0 0

2 0

0 0

0 0

0 3

0 0

3 9

77 6:45 AM 0

4 0

0 4

1 1

4 0

6 1

1 0

0 2

0 6

0 0

6 18 99 7:00 AM 0

2 1

0 3

2 1

1 0

4 3

2 1

0 6

4 1

0 0

5 18 121 7:15 AM 1

4 1

0 6

2 4

5 0

11 3

4 4

0 11 2

2 0

0 4

32 138 7:30 AM 1

6 0

0 7

1 2

2 0

5 4

7 2

0 13 3

3 0

0 6

31 144 7:45 AM 0

5 0

0 5

4 3

4 0

11 6

5 3

0 14 0

10 0

0 10 40 151 8:00 AM 0

5 2

0 7

1 7

9 0

17 1

2 2

0 5

3 3

0 0

6 35 140 8:15 AM 0

4 3

0 7

3 4

7 0

14 3

7 0

0 10 1

6 0

0 7

38 8:30 AM 1

4 0

0 5

1 5

6 0

12 4

7 1

0 12 3

6 0

0 9

38 8:45 AM 0

2 0

0 2

1 2

4 0

7 5

3 0

0 8

3 8

1 0

12 29 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 1

0 0

0 1

0 4

5 0

9 5

2 0

0 7

1 4

1 0

6 23 116 3:15 PM 3

3 0

0 6

1 5

8 0

14 0

2 0

0 2

6 6

2 0

14 36 122 3:30 PM 0

5 0

0 5

1 3

6 0

10 2

3 0

0 5

1 6

0 0

7 27 117 3:45 PM 0

2 2

0 4

1 4

3 0

8 4

2 1

0 7

2 9

0 0

11 30 114 4:00 PM 0

7 0

0 7

2 6

2 0

10 2

2 2

0 6

0 4

2 0

6 29 99 4:15 PM 0

2 3

0 5

0 12 4

0 16 0

4 0

0 4

1 5

0 0

6 31 89 4:30 PM 0

3 1

0 4

0 3

3 0

6 3

4 0

0 7

1 5

1 0

7 24 82 4:45 PM 0

1 0

0 1

1 3

3 0

7 2

0 0

0 2

0 5

0 0

5 15 75 5:00 PM 0

0 1

0 1

0 9

3 0

12 1

0 2

0 3

0 2

1 0

3 19 65 5:15 PM 0

1 2

0 3

1 4

9 0

14 0

0 1

0 1

1 5

0 0

6 24 5:30 PM 0

2 1

0 3

0 3

6 0

9 0

2 0

0 2

1 2

0 0

3 17 5:45 PM 0

0 0

0 0

0 2

1 0

3 2

0 0

0 2

0 0

0 0

0 5

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7 68 20 0

95 26 89 99 0

214 54 61 19 0

134 35 105 9

0 149 592 Peak Hour Heavy Vehicle Volume Summary

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Ø Hourly Total Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 2

20 3

0 25 8

16 20 0

44 14 18 11 0

43 8

18 0

0 26 138 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

13 4

0 17 3

24 12 0

39 7

10 2

0 19 2

19 3

0 24 99 Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Start Date:

Heavy Vehicles (Single-Unit Trucks, Buses & Semi-Trucks)

Totals AM Peak Period Midday Peak Period From North From East PM Peak Period From North From East From South From West From South From West

Count Basics Page 10 of 11 15-Minute Heavy Vehicle Percentages US 51/Center Ave and WIS 11 15-Minute Heavy Vehicle Percentages

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Ø Total Hourly 15-Minute Heavy Heavy Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Vehicle Vehicle Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Percent Percent 6:00 AM 0.0 2.9 0.0 0.0 2.0 66.7 0.0 7.7 0.0 11.8 7.7 4.8 0.0 0.0 5.4 0.0 8.3 0.0 0.0 6.1 5.8 5.4 6:15 AM 0.0 3.7 9.1 0.0 5.1 0.0 10.0 7.7 0.0 6.5 16.7 4.3 0.0 0.0 7.5 11.8 3.1 20.0 0.0 7.4 6.4 5.6 6:30 AM 0.0 5.3 3.7 0.0 4.7 10.0 5.0 0.0 0.0 3.2 0.0 0.0 0.0 0.0 0.0 0.0 5.5 0.0 0.0 3.9 3.2 6.4 6:45 AM 0.0 8.7 0.0 0.0 5.7 12.5 10.0 11.8 0.0 11.5 6.7 2.0 0.0 0.0 2.7 0.0 11.3 0.0 0.0 7.2 6.4 7.5 7:00 AM 0.0 4.3 3.2 0.0 3.7 12.5 5.3 4.5 0.0 7.0 12.5 4.3 11.1 0.0 7.6 17.4 3.1 0.0 0.0 8.5 6.5 8.2 7:15 AM 25.0 6.6 5.0 0.0 7.1 8.7 15.4 13.5 0.0 12.8 12.5 6.2 23.5 0.0 10.4 8.0 3.9 0.0 0.0 4.5 8.8 8.8 7:30 AM 20.0 7.9 0.0 0.0 6.7 4.2 13.3 9.5 0.0 8.3 13.3 8.5 9.5 0.0 9.8 12.0 5.6 0.0 0.0 6.5 7.9 9.3 7:45 AM 0.0 5.3 0.0 0.0 4.3 10.3 21.4 9.1 0.0 11.3 26.1 6.0 23.1 0.0 11.8 0.0 15.9 0.0 0.0 9.0 9.0 10.0 8:00 AM 0.0 6.2 6.9 0.0 6.1 4.5 31.8 24.3 0.0 21.0 6.7 3.0 14.3 0.0 5.3 10.7 9.4 0.0 0.0 8.5 9.7 10.2 8:15 AM 0.0 6.0 10.7 0.0 7.1 16.7 14.3 20.6 0.0 17.5 25.0 8.5 0.0 0.0 9.3 5.9 17.1 0.0 0.0 11.7 11.0 8:30 AM 33.3 5.2 0.0 0.0 4.8 3.4 14.3 21.4 0.0 13.0 21.1 9.7 12.5 0.0 12.1 11.1 23.1 0.0 0.0 15.0 10.7 8:45 AM 0.0 4.7 0.0 0.0 3.3 3.4 3.7 17.4 0.0 6.6 26.3 4.8 0.0 0.0 8.6 20.0 28.6 10.0 0.0 22.6 9.3 9:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 5.3 0.0 0.0 0.0 1.0 0.0 9.8 9.6 0.0 7.4 19.2 2.6 0.0 0.0 6.1 14.3 15.4 12.5 0.0 14.6 6.0 6.6 3:15 PM 20.0 3.6 0.0 0.0 5.0 5.0 14.7 14.3 0.0 12.7 0.0 2.5 0.0 0.0 1.7 40.0 21.4 28.6 0.0 28.0 9.1 6.5 3:30 PM 0.0 5.7 0.0 0.0 3.8 4.2 5.7 12.5 0.0 8.0 6.5 2.8 0.0 0.0 2.9 6.7 18.2 0.0 0.0 11.5 5.5 6.1 3:45 PM 0.0 1.7 6.9 0.0 2.6 3.7 7.0 7.0 0.0 6.3 16.0 2.2 3.6 0.0 4.9 6.2 22.5 0.0 0.0 14.1 6.0 5.9 4:00 PM 0.0 7.5 0.0 0.0 4.9 8.0 10.0 6.5 0.0 8.6 11.8 2.1 5.7 0.0 4.0 0.0 8.5 18.2 0.0 8.6 6.1 5.0 4:15 PM 0.0 2.2 13.6 0.0 4.1 0.0 20.0 11.1 0.0 12.6 0.0 4.0 0.0 0.0 2.8 5.3 14.3 0.0 0.0 10.5 6.9 4.6 4:30 PM 0.0 2.5 2.6 0.0 2.4 0.0 5.3 5.9 0.0 4.4 15.8 4.3 0.0 0.0 5.1 4.3 13.5 11.1 0.0 10.1 4.7 4.3 4:45 PM 0.0 1.1 0.0 0.0 0.7 3.2 4.5 6.8 0.0 5.0 8.3 0.0 0.0 0.0 1.0 0.0 12.2 0.0 0.0 7.5 2.8 4.2 5:00 PM 0.0 0.0 3.0 0.0 0.9 0.0 11.2 8.1 0.0 8.4 4.5 0.0 5.7 0.0 2.1 0.0 9.1 20.0 0.0 8.6 4.3 4.4 5:15 PM 0.0 1.1 8.7 0.0 2.5 2.6 6.2 25.0 0.0 10.1 0.0 0.0 3.3 0.0 0.8 4.2 20.0 0.0 0.0 10.5 5.5 5:30 PM 0.0 3.3 4.2 0.0 3.4 0.0 6.0 16.7 0.0 8.3 0.0 3.2 0.0 0.0 1.7 6.2 7.7 0.0 0.0 6.0 4.7 5:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 5.9 3.8 0.0 3.6 8.0 0.0 0.0 0.0 2.5 0.0 0.0 0.0 0.0 0.0 1.9 6:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.4 3.9 3.3 0.0 3.8 4.7 9.7 11.5 0.0 9.2 10.7 3.5 4.3 0.0 5.0 7.7 12.1 4.5 0.0 9.8 6.5 Peak Hour Heavy Vehicle Percentages Summary

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Ø Hourly Hourly Heavy Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 Vehicle Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Percent AM 7:15 AM 10.0 6.4 3.4 0.0 5.9 7.4 20.8 14.4 0.0 13.6 15.2 6.1 16.9 0.0 9.5 7.1 9.0 0.0 0.0 7.2 8.8 MD 12:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PM 4:00 PM 0.0 3.3 2.9 0.0 3.0 2.6 9.9 7.4 0.0 7.5 8.1 2.4 1.6 0.0 3.0 2.9 11.9 8.8 0.0 9.1 5.0 Start Date:

Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Intersection Traffic Volume Report Heavy Vehicles (Single-Unit Trucks, Buses & Semi-Trucks)

Weekday Schools in Session Non-Holiday No Special Events PM Peak Period Totals AM Peak Period Midday Peak Period From North From North From East From South From West From South From West From East

Page 11 of 11 15-Minute Pedestrian and Bicyclist Data US 51/Center Ave and WIS 11 15-Minute Pedestrian and Bicyclist Data 15-Minute Time Period US 51/Center Ave WIS 11 US 51/Riverside Dr WIS 11 15-Min Hourly Start Time Total Total Total Total Totals Sum 6:00 AM 0

0 0

0 0

0 6:15 AM 0

0 0

0 0

0 6:30 AM 0

0 0

0 0

0 6:45 AM 0

0 0

0 0

1 7:00 AM 0

0 0

0 0

1 7:15 AM 0

0 0

0 0

1 7:30 AM 1

0 0

0 1

1 7:45 AM 0

0 0

0 0

0 8:00 AM 0

0 0

0 0

0 8:15 AM 0

0 0

0 0

8:30 AM 0

0 0

0 0

8:45 AM 0

0 0

0 0

9:00 AM 0

0 0

0 0

9:15 AM 0

0 0

0 0

9:30 AM 0

0 0

0 0

9:45 AM 0

0 0

0 0

10:00 AM 0

0 0

0 0

10:15 AM 0

0 0

0 0

10:30 AM 0

0 0

0 0

10:45 AM 0

0 0

0 0

11:00 AM 0

0 0

0 0

11:15 AM 0

0 0

0 0

11:30 AM 0

0 0

0 0

11:45 AM 0

0 0

0 0

12:00 PM 0

0 0

0 0

12:15 PM 0

0 0

0 0

12:30 PM 0

0 0

0 0

12:45 PM 0

0 0

0 0

1:00 PM 0

0 0

0 0

1:15 PM 0

0 0

0 0

1:30 PM 0

0 0

0 0

1:45 PM 0

0 0

0 0

2:00 PM 0

0 0

0 0

2:15 PM 0

0 0

0 0

2:30 PM 0

0 0

0 0

2:45 PM 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 3:15 PM 0

0 0

0 0

0 3:30 PM 0

0 0

0 0

0 3:45 PM 0

0 0

0 0

0 4:00 PM 0

0 0

0 0

0 4:15 PM 0

0 0

0 0

0 4:30 PM 0

0 0

0 0

0 4:45 PM 0

0 0

0 0

0 5:00 PM 0

0 0

0 0

0 5:15 PM 0

0 0

0 0

5:30 PM 0

0 0

0 0

5:45 PM 0

0 0

0 0

6:00 PM 0

0 0

0 0

6:15 PM 0

0 0

0 0

6:30 PM 0

0 0

0 0

6:45 PM 0

0 0

0 0

7:00 PM 0

0 0

0 0

7:15 PM 0

0 0

0 0

7:30 PM 0

0 0

0 0

7:45 PM 0

0 0

0 0

8:00 PM 0

0 0

0 0

8:15 PM 0

0 0

0 0

8:30 PM 0

0 0

0 0

8:45 PM 0

0 0

0 0

9:00 PM 0

0 0

0 0

9:15 PM 0

0 0

0 0

9:30 PM 0

0 0

0 0

9:45 PM 0

0 0

0 0

1 0

0 0

1 Special Pedestrians Pedestrian Type Other (None)

Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Totals 1

0 0

None Pre-school Children Elementry School Age Children Visually Impaired (white cane/helper dog) 0 0

Pedestrian Bicyclist 0

0 0

0 0

1 or 2 A Few Several Many Elderly/Disabled (except wheelchairs)

Wheelchairs/Electric Scooters x

x x

x x

x 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Pedestrian Bicyclist 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Bicyclist 0

0 0

0 AM Peak Period Midday Peak Period 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Crossing 0

0 0

0 0

0 0

0 Pedestrian Bicyclist Pedestrian 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 1

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM Peak Period North Approach East Approach South Approach 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Crossing 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Crossing Crossing 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Tuesday, October 31, 2017 Total Number of Hours Counted: 6 Start Date:

Count Basics Unknown West Approach 0

0 Pedestrians and Bicyclists 0

0 0

0 0

0 0

0 0

Version 2011.J3 Page 1 of 11 Base Information, Observed (2) Hour and Estimated (24) Hour Volume Summaries US 51/Riverside Dr and Site Information Count Information SW-M

AM MD PM AM MD PM 1.031 2.716 Company Name 1.000 Comments Observed 2 Hour Volume Summary 2

PED: 0 BIKE: 0 0

927 0

0 8

9 M

PED:

0 PED:

0 0

0 0

N 0

0 O

North 0

=

BIKE:

0 BIKE:

0 0

?

0 L

0 0

949 0

PED: 0 BIKE: 0 Estimated 24 Hour AADT 0

2596 0

0 8

9 M

0 0

0 N

0

0 O

North 0

=

0 0

?

L Daily/Seasonal Factor 1.031 0

0 2657 0

Count Expansion Factor 2.716 Manual Adjustment Factor 1.000 Total 24 Hr Expansion Factor 2.800 Cloudy AM Peak Period Weather Thursday, November 2, 2017 No Special Events Thursday, November 2, 2017 Total Number of Hours Counted: 2 Start Date:

Special Pedestrians Observed None None Manual Adj.

Elementry school age children Pre-school children Strand Associates, Inc.

Midday Peak Period PM Peak Period Thursday, November 2, 2017 Peak Hours Selected for Analysis Calculated Peak Hours Cloudy West Leg South Leg US 51/Riverside Dr 7:15-8:15am 7:15-8:15am North Leg US 51/Riverside Dr None Version 2011.J3 None None Wheelchairs/electric scooters Elderly/disabled (except wheelchairs)

Visually impaired (white cane/helper dog)

AM Peak Period Midday Peak Period PM Peak Period Skylar Yaktus Brenden Johnson Observers 0

949 0

0 Other (describe)

None None TOTAL ENTERING VOLUME US 51/Riverside Dr 2596 2657 5,253 2657 0

0 24 HOUR AADT 5,253 HOUR VOLUMES 1,876 OBSERVED US 51/Riverside Dr 0

927 949 1,876 2596 0

0 0

Traffic Control Uncontrolled County Roadway Names North Direction 4:00-5:00pm 4:00-5:00pm 0

0 0

5,253 TOTAL ENTERING VOLUME 1,876 927 0

0 0

US 51/Riverside Dr ESTIMATED US 51/Riverside Dr Total Entering Hourly Volume 0

Intersection of:

Intersection Traffic Volume Report WisDOT Region Rock Weekday Non-Holiday Municipality Janesville Hrs Counted: 7:15 AM-8:15 AM and 4:00 PM-5:00 PM Count Basics Schools in Session Count Dates Special Considerations East Leg Holidays None Special Events None (2) Urban Arterials & Collectors Count Expansion Group Daily/Seasonal Adjustment Factor Schools In Session Count Expansion Factor (2) Urban Arterials & Collectors Daily/Seasonal Adjustment Group 0

725 177 0

0 0

0 0

0 0

974 0

0 0

0 0

0 1,000 2,000 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Motor Vehicle Volume One-Hour Time Period Start Time (For example, 6am represents volume from 6am to 7am)

Page 2 of 11 Peak Hour Volume Graphical Summary US 51/Riverside Dr and AM Peak Hour Summary PED: 0 BIKE: 0 0

446 0

0 8

9 M

PED:

0 PED:

0 0

0 0

N 0

0 O

North 0

=

BIKE:

0 BIKE:

0 0

?

0 L

0 0

456 0

PED: 0 BIKE: 0 Midday (MD) Peak Hour Summary PED: 0 BIKE: 0 0

0 0

0 8

9 M

PED:

0 PED:

0 0

0 0

N 0

0 O

North 0

=

BIKE:

0 BIKE:

0 0

?

0 L

0 0

0 0

PED: 0 BIKE: 0 PM Peak Hour Summary PED: 0 BIKE: 0 0

481 0

0 8

9 M

PED:

0 PED:

0 0

0 0

N 0

0 O

North 0

=

BIKE:

0 BIKE:

0 0

?

0 L

0 0

493 0

PED: 0 BIKE: 0 Count Basics Start Date:

Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report US 51/Riverside Dr 481 493 974 0

0 0

Weekday Non-Holiday All Motor Vehicles 0

0 481 493 TOTAL ENTERING VOLUME 974 US 51/Riverside Dr 0

0 PM PEAK HOUR US 51/Riverside Dr 4:00-5:00pm 974 0

0 0

0 0

0 0

0 0

0 0

0 TOTAL ENTERING VOLUME 0

0 0

MD PEAK HOUR 0

446 456 902 US 51/Riverside Dr US 51/Riverside Dr 0

0 0

0 0

0 0

Thursday, November 2, 2017 N/A Thursday, November 2, 2017 Schools in Session No Special Events AM PEAK HOUR US 51/Riverside Dr TOTAL ENTERING VOLUME 7:15-8:15am 902 902 446 456 0

Count Basics Page 3 of 11 Peak Hour Volume Summary US 51/Riverside Dr and Peak Hour Volumes, Truck Percentages, and PHFs

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Ø AM Peak Hour US 51/Riverside Dr 0

US 51/Riverside Dr 0

Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals 7:15 AM 0

98 0

0 98 0

0 0

0 0

0 106 0

0 106 0

0 0

0 0

204 7:30 AM 0

120 0

0 120 0

0 0

0 0

0 129 0

0 129 0

0 0

0 0

249 7:45 AM 0

137 0

0 137 0

0 0

0 0

0 135 0

0 135 0

0 0

0 0

272 8:00 AM 0

91 0

0 91 0

0 0

0 0

0 86 0

0 86 0

0 0

0 0

177 Peak Hour Volume 0

446 0

0 446 0

0 0

0 0

0 456 0

0 456 0

0 0

0 0

902 Rounded Hourly Volume 0

445 0

0 445 0

0 0

0 0

0 455 0

0 455 0

0 0

0 0

900

% Single Unit Trucks 0.0 4.3 0.0 0.0 4.3 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.0 0.0 3.1 0.0 0.0 0.0 0.0 0.0 3.7

% Heavy Trucks 0.0 1.3 0.0 0.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 2.9 0.0 0.0 2.9 0.0 0.0 0.0 0.0 0.0 2.1

% Trucks (Total) 0.0 5.6 0.0 0.0 5.6 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.8 Peak Hour Factor (PHF) 0.00 0.81 0.00 0.00 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.84 0.00 0.00 0.84 0.00 0.00 0.00 0.00 0.00 0.83

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Ø MD Peak Hour US 51/Riverside Dr 0

US 51/Riverside Dr 0

Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Peak Hour Volume 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Rounded Hourly Volume 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

% Single Unit Trucks 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

% Heavy Trucks 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

% Trucks (Total) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Peak Hour Factor (PHF) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

ç

Ø PM Peak Hour US 51/Riverside Dr 0

US 51/Riverside Dr 0

Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals 4:00 PM 0

144 0

0 144 0

0 0

0 0

0 114 0

0 114 0

0 0

0 0

258 4:15 PM 0

96 0

0 96 0

0 0

0 0

0 129 0

0 129 0

0 0

0 0

225 4:30 PM 0

117 0

0 117 0

0 0

0 0

0 141 0

0 141 0

0 0

0 0

258 4:45 PM 0

124 0

0 124 0

0 0

0 0

0 109 0

0 109 0

0 0

0 0

233 Peak Hour Volume 0

481 0

0 481 0

0 0

0 0

0 493 0

0 493 0

0 0

0 0

974 Rounded Hourly Volume 0

480 0

0 480 0

0 0

0 0

0 495 0

0 495 0

0 0

0 0

975

% Single Unit Trucks 0.0 1.5 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 3.4 0.0 0.0 0.0 0.0 0.0 2.5

% Heavy Trucks 0.0 0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.7

% Trucks (Total) 0.0 1.7 0.0 0.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 4.7 0.0 0.0 0.0 0.0 0.0 3.2 Peak Hour Factor (PHF) 0.00 0.84 0.00 0.00 0.84 0.00 0.00 0.00 0.00 0.00 0.00 0.87 0.00 0.00 0.87 0.00 0.00 0.00 0.00 0.00 0.94 Peak Hour Pedestrian and Bicyclist Volumes Pedestrians and Bicyclists Total Ped &

US 51/Riverside Dr 0

US 51/Riverside Dr 0

Bike 15-Minute Start Time Total Total Total Total Volume 7:15 AM 0

0 0

0 0

7:30 AM 0

0 0

0 0

7:45 AM 0

0 0

0 0

8:00 AM 0

0 0

0 0

Total 0

0 0

0 0

12:00 PM 0

0 0

0 0

12:15 PM 0

0 0

0 0

12:30 PM 0

0 0

0 0

12:45 PM 0

0 0

0 0

Total 0

0 0

0 0

4:00 PM 0

0 0

0 0

4:15 PM 0

0 0

0 0

4:30 PM 0

0 0

0 0

4:45 PM 0

0 0

0 0

Total 0

0 0

0 0

Non-Holiday Schools in Session No Special Events Start Date:

Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report East Approach From North From East From South From West Weekday West Approach From North From East From South From East From South From West All Motor Vehicles AM 0

0 0

0 0

0 Bicyclist Pedestrian Bicyclist Pedestrian 0

0 0

Pedestrian 0

0 Bicyclist Pedestrian Bicyclist Crossing Crossing South Approach Thursday, November 2, 2017 N/A AM Peak Hour Midday (MD) Peak Hour From North Thursday, November 2, 2017 Crossing North Approach PM Peak Hour Crossing From West 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

MD 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0

Count Basics Page 4 of 11 Hourly Volume Summary - Motor Vehicle Data US 51/Riverside Dr and One-Hour Motor Vehicle Data

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Ø One-Hour Total Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Vehicle Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume E/W N/S 6:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 AM 0

355 0

0 355 0

0 0

0 0

0 370 0

0 370 0

0 0

0 0

725 0

725 8:00 AM 0

91 0

0 91 0

0 0

0 0

0 86 0

0 86 0

0 0

0 0

177 0

177 9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

4:00 PM 0

481 0

0 481 0

0 0

0 0

0 493 0

0 493 0

0 0

0 0

974 0

974 5:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 927 0

0 927 0

0 0

0 0

0 949 0

0 949 0

0 0

0 0

1876 0

1876 Volume Totals Non-Holiday Intersection Traffic Volume Report Directional From South From West From East Weekday PM Totals AM MD From North Start Date:

Thursday, November 2, 2017 Total Number of Hours Counted: 2 All Motor Vehicles Schools in Session No Special Events 0

100 200 300 400 500 600 0

200 400 600 800 1000 1200 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Entering Vehicle Volume By Approach (Line Chart)

Total Entering Vehicle Volume (Bar Chart)

One-Hour Time Period Start Time (For example, 6am represents volumes from 6am to 7am)

Graphical Summary of Hourly Volumes All Motor Vehicles Southbound Approach Westbound Approach Northbound Approach Eastbound Approach

Count Basics Page 5 of 11 15-Minute Motor Vehicle Data US 51/Riverside Dr and 15-Minute Motor Vehicle Data

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Ø 15-Minute Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum PHF 6:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 AM 0

98 0

0 98 0

0 0

0 0

0 106 0

0 106 0

0 0

0 0

204 902 0.83 7:30 AM 0

120 0

0 120 0

0 0

0 0

0 129 0

0 129 0

0 0

0 0

249 7:45 AM 0

137 0

0 137 0

0 0

0 0

0 135 0

0 135 0

0 0

0 0

272 8:00 AM 0

91 0

0 91 0

0 0

0 0

0 86 0

0 86 0

0 0

0 0

177 8:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

4:00 PM 0

144 0

0 144 0

0 0

0 0

0 114 0

0 114 0

0 0

0 0

258 974 0.94 4:15 PM 0

96 0

0 96 0

0 0

0 0

0 129 0

0 129 0

0 0

0 0

225 4:30 PM 0

117 0

0 117 0

0 0

0 0

0 141 0

0 141 0

0 0

0 0

258 4:45 PM 0

124 0

0 124 0

0 0

0 0

0 109 0

0 109 0

0 0

0 0

233 5:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 927 0

0 927 0

0 0

0 0

0 949 0

0 949 0

0 0

0 0

1876 Peak Hour All Vehicle Volume Summary

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Ø Hourly Total Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume PHF AM 7:15 AM 0

446 0

0 446 0

0 0

0 0

0 456 0

0 456 0

0 0

0 0

902 0.83 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

481 0

0 481 0

0 0

0 0

0 493 0

0 493 0

0 0

0 0

974 0.94 From North From East From South From West Intersection Traffic Volume Report From North From East From South From West Thursday, November 2, 2017 Total Number of Hours Counted: 2 All Motor Vehicles AM Peak Period Midday Peak Period PM Peak Period Totals Weekday Schools in Session Non-Holiday No Special Events Start Date:

Count Basics Page 6 of 11 15-Minute Automobile Data US 51/Riverside Dr and 15-Minute Automobile Data

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Ø 15-Minute Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 AM 0

89 0

0 89 0

0 0

0 0

0 101 0

0 101 0

0 0

0 0

190 850 7:30 AM 0

115 0

0 115 0

0 0

0 0

0 124 0

0 124 0

0 0

0 0

239 7:45 AM 0

128 0

0 128 0

0 0

0 0

0 123 0

0 123 0

0 0

0 0

251 8:00 AM 0

89 0

0 89 0

0 0

0 0

0 81 0

0 81 0

0 0

0 0

170 8:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

4:00 PM 0

143 0

0 143 0

0 0

0 0

0 106 0

0 106 0

0 0

0 0

249 943 4:15 PM 0

95 0

0 95 0

0 0

0 0

0 123 0

0 123 0

0 0

0 0

218 4:30 PM 0

116 0

0 116 0

0 0

0 0

0 138 0

0 138 0

0 0

0 0

254 4:45 PM 0

119 0

0 119 0

0 0

0 0

0 103 0

0 103 0

0 0

0 0

222 5:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:15 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

5:30 PM 0

0 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

5:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

7:45 PM 0

0 0

0 0

0 0

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0 0

8:00 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 894 0

0 894 0

0 0

0 0

0 899 0

0 899 0

0 0

0 0

1793 Peak Hour Automobile Volume Summary

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Ø Hourly Total Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 0

421 0

0 421 0

0 0

0 0

0 429 0

0 429 0

0 0

0 0

850 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

473 0

0 473 0

0 0

0 0

0 470 0

0 470 0

0 0

0 0

943 From North From East From South From West From South From West PM Peak Period Totals AM Peak Period Midday Peak Period From North From East Automobiles (Cars, Light Trucks, & Motorcycles)

Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Start Date:

Count Basics Page 7 of 11 15-Minute Single Unit (SU) Truck & Bus Data US 51/Riverside Dr and 15-Minute Single Unit (SU) Truck & Bus Data

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Ø 15-Minute Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

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7:15 AM 0

9 0

0 9

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 12 33 7:30 AM 0

5 0

0 5

0 0

0 0

0 0

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0 2

0 0

0 0

0 7

7:45 AM 0

4 0

0 4

0 0

0 0

0 0

6 0

0 6

0 0

0 0

0 10 8:00 AM 0

1 0

0 1

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 4

8:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 AM 0

0 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

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0 0

0 0

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9:30 AM 0

0 0

0 0

0 0

0 0

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9:45 AM 0

0 0

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10:00 AM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

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12:30 PM 0

0 0

0 0

0 0

0 0

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12:45 PM 0

0 0

0 0

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0 0

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1:00 PM 0

0 0

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1:15 PM 0

0 0

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1:30 PM 0

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1:45 PM 0

0 0

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2:00 PM 0

0 0

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0 0

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0 0

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2:15 PM 0

0 0

0 0

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0 0

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2:30 PM 0

0 0

0 0

0 0

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0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

3:00 PM 0

0 0

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0 0

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0 0

0 0

0 0

0 0

0 0

3:15 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

3:30 PM 0

0 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

3:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

4:00 PM 0

1 0

0 1

0 0

0 0

0 0

7 0

0 7

0 0

0 0

0 8

24 4:15 PM 0

1 0

0 1

0 0

0 0

0 0

5 0

0 5

0 0

0 0

0 6

4:30 PM 0

1 0

0 1

0 0

0 0

0 0

2 0

0 2

0 0

0 0

0 3

4:45 PM 0

4 0

0 4

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 7

5:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 26 0

0 26 0

0 0

0 0

0 31 0

0 31 0

0 0

0 0

57 Peak Hour Single Unit (SU) Truck & Buses Volume Summary

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Ø Hourly Total Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 0

19 0

0 19 0

0 0

0 0

0 14 0

0 14 0

0 0

0 0

33 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

7 0

0 7

0 0

0 0

0 0

17 0

0 17 0

0 0

0 0

24 From North From East From South From West From South From West PM Peak Period Totals AM Peak Period Midday Peak Period From North From East Single Unit (SU) Trucks & Buses Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Start Date:

Count Basics Page 8 of 11 15-Minute Semi-Truck Data US 51/Riverside Dr and 15-Minute Semi-Truck Data

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Ø 15-Minute Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 AM 0

0 0

0 0

0 0

0 0

0 0

2 0

0 2

0 0

0 0

0 2

19 7:30 AM 0

0 0

0 0

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 3

7:45 AM 0

5 0

0 5

0 0

0 0

0 0

6 0

0 6

0 0

0 0

0 11 8:00 AM 0

1 0

0 1

0 0

0 0

0 0

2 0

0 2

0 0

0 0

0 3

8:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

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0 0

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1:15 PM 0

0 0

0 0

0 0

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1:30 PM 0

0 0

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0 0

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0 0

1:45 PM 0

0 0

0 0

0 0

0 0

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2:00 PM 0

0 0

0 0

0 0

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0 0

2:15 PM 0

0 0

0 0

0 0

0 0

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2:30 PM 0

0 0

0 0

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2:45 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

0 0

0 0

3:15 PM 0

0 0

0 0

0 0

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0 0

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3:30 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

3:45 PM 0

0 0

0 0

0 0

0 0

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0 0

0 0

4:00 PM 0

0 0

0 0

0 0

0 0

0 0

1 0

0 1

0 0

0 0

0 1

7 4:15 PM 0

0 0

0 0

0 0

0 0

0 0

1 0

0 1

0 0

0 0

0 1

4:30 PM 0

0 0

0 0

0 0

0 0

0 0

1 0

0 1

0 0

0 0

0 1

4:45 PM 0

1 0

0 1

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 4

5:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 7

0 0

7 0

0 0

0 0

0 19 0

0 19 0

0 0

0 0

26 Peak Hour Semi-Truck Volume Summary

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Ø Hourly Total Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 0

6 0

0 6

0 0

0 0

0 0

11 0

0 11 0

0 0

0 0

17 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

0 0

0 0

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 3

From North From East From South From West From West From East From South PM Peak Period Totals AM Peak Period Midday Peak Period From North Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report Semi-Trucks Weekday Schools in Session Non-Holiday No Special Events Start Date:

Count Basics Page 9 of 11 15-Minute Heavy Vehicle Data US 51/Riverside Dr and 15-Minute Heavy Vehicle Data

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Ø 15-Minute Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

15-Min Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Totals Sum 6:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 AM 0

9 0

0 9

0 0

0 0

0 0

5 0

0 5

0 0

0 0

0 14 52 7:30 AM 0

5 0

0 5

0 0

0 0

0 0

5 0

0 5

0 0

0 0

0 10 7:45 AM 0

9 0

0 9

0 0

0 0

0 0

12 0

0 12 0

0 0

0 0

21 8:00 AM 0

2 0

0 2

0 0

0 0

0 0

5 0

0 5

0 0

0 0

0 7

8:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

10:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:00 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:15 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:30 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

11:45 AM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

12:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

1:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

2:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

3:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

4:00 PM 0

1 0

0 1

0 0

0 0

0 0

8 0

0 8

0 0

0 0

0 9

31 4:15 PM 0

1 0

0 1

0 0

0 0

0 0

6 0

0 6

0 0

0 0

0 7

4:30 PM 0

1 0

0 1

0 0

0 0

0 0

3 0

0 3

0 0

0 0

0 4

4:45 PM 0

5 0

0 5

0 0

0 0

0 0

6 0

0 6

0 0

0 0

0 11 5:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

5:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

6:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

7:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

8:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:15 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:30 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 33 0

0 33 0

0 0

0 0

0 50 0

0 50 0

0 0

0 0

83 Peak Hour Heavy Vehicle Volume Summary

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Ø Hourly Total Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Hourly Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume AM 7:15 AM 0

25 0

0 25 0

0 0

0 0

0 27 0

0 27 0

0 0

0 0

52 MD 12:00 PM 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PM 4:00 PM 0

8 0

0 8

0 0

0 0

0 0

23 0

0 23 0

0 0

0 0

31 From North From East From South From West From South From West PM Peak Period Totals AM Peak Period Midday Peak Period From North From East Heavy Vehicles (Single-Unit Trucks, Buses & Semi-Trucks)

Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Start Date:

Count Basics Page 10 of 11 15-Minute Heavy Vehicle Percentages US 51/Riverside Dr and 15-Minute Heavy Vehicle Percentages

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Ø Total Hourly 15-Minute Heavy Heavy Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Vehicle Vehicle Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Percent Percent 6:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:15 AM 0.0 9.2 0.0 0.0 9.2 0.0 0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 4.7 0.0 0.0 0.0 0.0 0.0 6.9 5.8 7:30 AM 0.0 4.2 0.0 0.0 4.2 0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.0 0.0 3.9 0.0 0.0 0.0 0.0 0.0 4.0 7:45 AM 0.0 6.6 0.0 0.0 6.6 0.0 0.0 0.0 0.0 0.0 0.0 8.9 0.0 0.0 8.9 0.0 0.0 0.0 0.0 0.0 7.7 8:00 AM 0.0 2.2 0.0 0.0 2.2 0.0 0.0 0.0 0.0 0.0 0.0 5.8 0.0 0.0 5.8 0.0 0.0 0.0 0.0 0.0 4.0 8:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:15 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:30 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:45 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 0.0 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 0.0 0.0 0.0 3.5 3.2 4:15 PM 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 4.7 0.0 0.0 0.0 0.0 0.0 3.1 4:30 PM 0.0 0.9 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.0 2.1 0.0 0.0 0.0 0.0 0.0 1.6 4:45 PM 0.0 4.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 5.5 0.0 0.0 5.5 0.0 0.0 0.0 0.0 0.0 4.7 5:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:15 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:30 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:45 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 0.0 0.0 0.0 4.4 Peak Hour Heavy Vehicle Percentages Summary

ç

Ø Hourly Hourly Heavy Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

Vehicle Start Time Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Percent AM 7:15 AM 0.0 5.6 0.0 0.0 5.6 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.8 MD 12:00 PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PM 4:00 PM 0.0 1.7 0.0 0.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 4.7 0.0 0.0 0.0 0.0 0.0 3.2 From North From East From South From West From South From West From East Non-Holiday No Special Events PM Peak Period Totals AM Peak Period Midday Peak Period From North Start Date:

Thursday, November 2, 2017 Total Number of Hours Counted: 2 Intersection Traffic Volume Report Heavy Vehicles (Single-Unit Trucks, Buses & Semi-Trucks)

Weekday Schools in Session

Page 11 of 11 15-Minute Pedestrian and Bicyclist Data US 51/Riverside Dr and 15-Minute Pedestrian and Bicyclist Data 15-Minute Time Period US 51/Riverside Dr 0

US 51/Riverside Dr 0

15-Min Hourly Start Time Total Total Total Total Totals Sum 6:00 AM 0

0 0

0 0

6:15 AM 0

0 0

0 0

6:30 AM 0

0 0

0 0

6:45 AM 0

0 0

0 0

7:00 AM 0

0 0

0 0

7:15 AM 0

0 0

0 0

0 7:30 AM 0

0 0

0 0

7:45 AM 0

0 0

0 0

8:00 AM 0

0 0

0 0

8:15 AM 0

0 0

0 0

8:30 AM 0

0 0

0 0

8:45 AM 0

0 0

0 0

9:00 AM 0

0 0

0 0

9:15 AM 0

0 0

0 0

9:30 AM 0

0 0

0 0

9:45 AM 0

0 0

0 0

10:00 AM 0

0 0

0 0

10:15 AM 0

0 0

0 0

10:30 AM 0

0 0

0 0

10:45 AM 0

0 0

0 0

11:00 AM 0

0 0

0 0

11:15 AM 0

0 0

0 0

11:30 AM 0

0 0

0 0

11:45 AM 0

0 0

0 0

12:00 PM 0

0 0

0 0

12:15 PM 0

0 0

0 0

12:30 PM 0

0 0

0 0

12:45 PM 0

0 0

0 0

1:00 PM 0

0 0

0 0

1:15 PM 0

0 0

0 0

1:30 PM 0

0 0

0 0

1:45 PM 0

0 0

0 0

2:00 PM 0

0 0

0 0

2:15 PM 0

0 0

0 0

2:30 PM 0

0 0

0 0

2:45 PM 0

0 0

0 0

3:00 PM 0

0 0

0 0

3:15 PM 0

0 0

0 0

3:30 PM 0

0 0

0 0

3:45 PM 0

0 0

0 0

4:00 PM 0

0 0

0 0

0 4:15 PM 0

0 0

0 0

4:30 PM 0

0 0

0 0

4:45 PM 0

0 0

0 0

5:00 PM 0

0 0

0 0

5:15 PM 0

0 0

0 0

5:30 PM 0

0 0

0 0

5:45 PM 0

0 0

0 0

6:00 PM 0

0 0

0 0

6:15 PM 0

0 0

0 0

6:30 PM 0

0 0

0 0

6:45 PM 0

0 0

0 0

7:00 PM 0

0 0

0 0

7:15 PM 0

0 0

0 0

7:30 PM 0

0 0

0 0

7:45 PM 0

0 0

0 0

8:00 PM 0

0 0

0 0

8:15 PM 0

0 0

0 0

8:30 PM 0

0 0

0 0

8:45 PM 0

0 0

0 0

9:00 PM 0

0 0

0 0

9:15 PM 0

0 0

0 0

9:30 PM 0

0 0

0 0

9:45 PM 0

0 0

0 0

0 0

0 0

0 Special Pedestrians Pedestrian Type Other (None)

Thursday, November 2, 2017 Total Number of Hours Counted: 2 Start Date:

Count Basics Unknown West Approach 0

0 Pedestrians and Bicyclists 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Crossing Crossing 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Crossing 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 PM Peak Period North Approach East Approach South Approach 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Crossing 0

0 0

0 0

0 0

0 Pedestrian Bicyclist Pedestrian 0

0 0

0 0

0 0

0 0

0 0

Bicyclist 0

0 0

0 AM Peak Period Midday Peak Period 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

Pedestrian Bicyclist 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Elderly/Disabled (except wheelchairs)

Wheelchairs/Electric Scooters x

x x

x x

x 1 or 2 A Few Several Many Intersection Traffic Volume Report Weekday Schools in Session Non-Holiday No Special Events Totals 0

0 0

None Pre-school Children Elementry School Age Children Visually Impaired (white cane/helper dog) 0 0

Pedestrian Bicyclist 0

0 0

0 0

Date: 2017-11-06 SHINE Medical Traffic Impact Analysis Employees:

Shift Day Afternoon Overnight Peak Period Trip Generation:

Assume 80 % of Shift Traffic Occurs During Peak Hour Shift Entering Exiting Total Day 120 0

120 Overnight 0

20 20 Total 120 20 140 Shift Entering Exiting Total Day 0

120 120 Afternoon 20 0

20 Total 20 120 140 Trip Distribution:

To/From:

Percentage USH 51 (South) 25%

USH 51 (North) 25%

STH 11 (West) 10%

STH 11 (East) 40%

AM Peak Hour (7:15 AM to 8:15 AM)

PM Peak Hour (4:00 PM to 5:00PM)

Shifts:

Time 7:00 AM - 4:00 PM 4:00 PM - 2:00 AM 10:00 PM - 7:00 AM Number of Employees 150 25 25

Date: 2017-11-06 SHINE Medical Traffic Impact Analysis AM Peak Hour PM Peak Hour 20 312 89 37 395 137 51 108 34 116 200 USH 51 and STH 11 77 160 USH 51 and STH 11 243 112 139 69 162 65 296 92 124 419 86 446 481 USH 51 and Site Location USH 51 and Site Location 456 493 21 324 93 39 410 142 53 112 36 121 208 USH 51 and STH 11 80 166 USH 51 and STH 11 252 117 145 72 168 68 307 96 129 435 90 463 499 USH 51 and Site Location USH 51 and Site Location 473 511 30 5

USH 51 and STH 11 USH 51 and STH 11 12 48 2

8 2

5 8

12 30 48 90 15 15 90 USH 51 and Site Location USH 51 and Site Location 5

30 30 5

21 354 93 39 415 142 53 112 36 121 208 USH 51 and STH 11 80 166 USH 51 and STH 11 252 129 193 74 176 70 312 104 141 465 138 463 90 499 15 15 90 USH 51 and Site Location USH 51 and Site Location 5

30 473 30 511

5 Background

Background - 2020 Trip Assignment Total Traffic

Proposed Driveway Looking South on USH 51

Proposed Driveway Looking North on USH 51

Wisconsin DOT S 53-0591 - USH 51 & STH 11 - Econolite Type - ASC3 Controller Timing Plan (MM)2-1 Plan 1 Phase 1

2 3

4 5

6 7

8 9

10 11 12 13 14 15 16 Direction Min Green 7

12 7

12 7

12 7

12 0

0 0

0 0

0 0

0 BK Min Green 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 CS Min Green 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Delay Green 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Walk 0

7 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Walk 2 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Walk Max 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Ped Clear 0

29 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Ped Clear 2 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Ped Clear Max 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Ped CO 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 Vehicle Ext 2.0 6.0 2.0 6.0 2.0 6.0 2.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vehicle Ext 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max 1 20 55 15 40 20 55 20 40 0

0 0

0 0

0 0

0 Max 2 20 55 15 40 20 55 20 40 0

0 0

0 0

0 0

0 Max 3 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 DYM Max 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 DYM Stp 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Yellow 3.5 5.5 3.5 4.5 3.5 5.5 3.5 4.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clear 3.0 1.5 3.0 2.0 3.0 1.5 3.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Revert 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ACT B4 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 SEC/ACT 0.0 1.5 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0

20 0

0 0

20 0

0 0

0 0

0 0

0 0

0 Time B4 0

25 0

15 0

25 0

15 0

0 0

0 0

0 0

0 Cars Wt 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 STPT Duc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce 0 20 0

15 0

20 0

15 0

0 0

0 0

0 0

0 Min Gap 0.0 3.0 0.0 2.0 0.0 3.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page 1 of 1 11/21/2017 file:///C:/Users/dotg3h/AppData/Roaming/Econolite/0/PrintAll.html

APPENDIX B-EXISTING TRANSPORTATION SYSTEM WITH BACKGROUND TRAFFIC OPERATIONAL ANALYSIS

HCM 2010 Signalized Intersection Summary SHINE Medical Production Facility TIA 3: US 51 & STH 11 2020 Base - AM Background Traffic Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 208 117 145 80 112 68 307 96 93 324 21 Future Volume (veh/h) 53 208 117 145 80 112 68 307 96 93 324 21 Number 1

6 16 5

2 12 7

4 14 3

8 18 Initial Q (Qb), veh 0

0 0

0 0

0 0

0 0

0 0

0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1776 1776 1776 1667 1667 1667 1727 1727 1727 1792 1792 1792 Adj Flow Rate, veh/h 60 236 133 165 91 127 77 349 109 106 368 24 Adj No. of Lanes 1

2 1

1 2

1 1

2 1

2 2

1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %

7 7

7 14 14 14 10 10 10 6

6 6

Cap, veh/h 107 704 314 198 855 382 115 885 396 256 942 421 Arrive On Green 0.06 0.21 0.21 0.12 0.27 0.27 0.07 0.27 0.27 0.08 0.28 0.28 Sat Flow, veh/h 1691 3374 1507 1587 3167 1415 1645 3282 1468 3312 3406 1524 Grp Volume(v), veh/h 60 236 133 165 91 127 77 349 109 106 368 24 Grp Sat Flow(s),veh/h/ln 1691 1687 1507 1587 1583 1415 1645 1641 1468 1656 1703 1524 Q Serve(g_s), s 2.9 4.9 6.3 8.4 1.8 6.0 3.8 7.2 4.8 2.5 7.3 1.0 Cycle Q Clear(g_c), s 2.9 4.9 6.3 8.4 1.8 6.0 3.8 7.2 4.8 2.5 7.3 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 107 704 314 198 855 382 115 885 396 256 942 421 V/C Ratio(X) 0.56 0.34 0.42 0.83 0.11 0.33 0.67 0.39 0.28 0.41 0.39 0.06 Avail Cap(c_a), veh/h 409 2241 1001 383 2104 940 397 1586 709 600 1646 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.7 27.9 28.4 35.4 22.7 24.2 37.5 24.7 23.9 36.4 24.3 22.0 Incr Delay (d2), s/veh 1.7 1.0 3.3 3.5 0.2 1.8 2.5 1.0 1.4 0.4 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(95%),veh/ln 2.5 4.3 5.3 6.9 1.5 4.5 3.2 6.1 3.8 2.1 6.4 0.8 LnGrp Delay(d),s/veh 39.4 28.9 31.7 38.9 22.9 26.1 40.0 25.8 25.2 36.8 25.2 22.2 LnGrp LOS D

C C

D C

C D

C C

D C

C Approach Vol, veh/h 429 383 535 498 Approach Delay, s/veh 31.2 30.9 27.7 27.6 Approach LOS C

C C

C Timer 1

2 3

4 5

6 7

8 Assigned Phs 1

2 3

4 5

6 7

8 Phs Duration (G+Y+Rc), s 11.7 29.3 12.9 28.8 16.8 24.3 12.3 29.4 Change Period (Y+Rc), s 6.5 7.0 6.5 6.5 6.5 7.0 6.5 6.5 Max Green Setting (Gmax), s 20.0 55.0 15.0 40.0 20.0 55.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 4.9 8.0 4.5 9.2 10.4 8.3 5.8 9.3 Green Ext Time (p_c), s 0.0 8.9 0.1 13.1 0.1 8.9 0.1 13.1 Intersection Summary HCM 2010 Ctrl Delay 29.1 HCM 2010 LOS C

HCM 2010 Signalized Intersection Summary SHINE Medical Production Facility TIA 3: US 51 & STH 11 2020 Base - PM Background Traffic Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 36 166 72 168 252 121 129 435 90 142 410 39 Future Volume (veh/h) 36 166 72 168 252 121 129 435 90 142 410 39 Number 1

6 16 5

2 12 7

4 14 3

8 18 Initial Q (Qb), veh 0

0 0

0 0

0 0

0 0

0 0

0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 1743 1759 1759 1759 1845 1845 1845 1845 1845 1845 Adj Flow Rate, veh/h 39 180 78 183 274 132 140 473 98 154 446 42 Adj No. of Lanes 1

2 1

1 2

1 1

2 1

2 2

1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %

9 9

9 8

8 8

3 3

3 3

3 3

Cap, veh/h 80 619 277 216 895 401 173 1124 503 255 1042 466 Arrive On Green 0.05 0.19 0.19 0.13 0.27 0.27 0.10 0.32 0.32 0.07 0.30 0.30 Sat Flow, veh/h 1660 3312 1482 1675 3343 1495 1757 3505 1568 3408 3505 1568 Grp Volume(v), veh/h 39 180 78 183 274 132 140 473 98 154 446 42 Grp Sat Flow(s),veh/h/ln 1660 1656 1482 1675 1671 1495 1757 1752 1568 1704 1752 1568 Q Serve(g_s), s 2.1 4.3 4.1 9.8 6.0 6.5 7.2 9.7 4.2 4.0 9.4 1.8 Cycle Q Clear(g_c), s 2.1 4.3 4.1 9.8 6.0 6.5 7.2 9.7 4.2 4.0 9.4 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 619 277 216 895 401 173 1124 503 255 1042 466 V/C Ratio(X) 0.49 0.29 0.28 0.85 0.31 0.33 0.81 0.42 0.19 0.60 0.43 0.09 Avail Cap(c_a), veh/h 362 1984 887 365 2002 896 383 1527 683 557 1527 683 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.6 32.1 32.0 39.1 26.8 27.0 40.6 24.5 22.6 41.2 26.0 23.3 Incr Delay (d2), s/veh 1.7 0.9 2.0 3.6 0.7 1.7 3.4 0.9 0.7 0.9 1.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(95%),veh/ln 1.8 3.7 3.3 8.3 5.2 5.2 6.5 8.4 3.4 3.4 8.2 1.4 LnGrp Delay(d),s/veh 44.3 33.0 34.0 42.7 27.5 28.7 44.0 25.4 23.3 42.0 27.0 23.6 LnGrp LOS D

C C

D C

C D

C C

D C

C Approach Vol, veh/h 297 589 711 642 Approach Delay, s/veh 34.8 32.5 28.8 30.4 Approach LOS C

C C

C Timer 1

2 3

4 5

6 7

8 Assigned Phs 1

2 3

4 5

6 7

8 Phs Duration (G+Y+Rc), s 10.9 31.6 13.4 36.0 18.3 24.2 15.5 33.8 Change Period (Y+Rc), s 6.5 7.0 6.5 6.5 6.5 7.0 6.5 6.5 Max Green Setting (Gmax), s 20.0 55.0 15.0 40.0 20.0 55.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 4.1 8.5 6.0 11.7 11.8 6.3 9.2 11.4 Green Ext Time (p_c), s 0.0 10.8 0.2 15.8 0.1 10.9 0.1 15.9 Intersection Summary HCM 2010 Ctrl Delay 31.0 HCM 2010 LOS C

APPENDIX C-EXISTING TRANSPORTATION SYSTEM WITH BUILD TRAFFIC OPERATIONAL ANALYSIS

HCM 2010 Signalized Intersection Summary SHINE Medical Production Facility TIA 3: US 51 & STH 11 2020 Base - AM Build Traffic Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 208 129 193 80 112 70 312 104 93 354 21 Future Volume (veh/h) 53 208 129 193 80 112 70 312 104 93 354 21 Number 1

6 16 5

2 12 7

4 14 3

8 18 Initial Q (Qb), veh 0

0 0

0 0

0 0

0 0

0 0

0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1776 1776 1776 1667 1667 1667 1727 1727 1727 1792 1792 1792 Adj Flow Rate, veh/h 60 236 147 219 91 127 80 355 118 106 402 24 Adj No. of Lanes 1

2 1

1 2

1 1

2 1

2 2

1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %

7 7

7 14 14 14 10 10 10 6

6 6

Cap, veh/h 102 705 315 251 971 434 111 872 390 240 922 412 Arrive On Green 0.06 0.21 0.21 0.16 0.31 0.31 0.07 0.27 0.27 0.07 0.27 0.27 Sat Flow, veh/h 1691 3374 1507 1587 3167 1415 1645 3282 1468 3312 3406 1524 Grp Volume(v), veh/h 60 236 147 219 91 127 80 355 118 106 402 24 Grp Sat Flow(s),veh/h/ln 1691 1687 1507 1587 1583 1415 1645 1641 1468 1656 1703 1524 Q Serve(g_s), s 3.1 5.3 7.7 12.1 1.8 6.1 4.3 8.0 5.8 2.8 8.8 1.0 Cycle Q Clear(g_c), s 3.1 5.3 7.7 12.1 1.8 6.1 4.3 8.0 5.8 2.8 8.8 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 102 705 315 251 971 434 111 872 390 240 922 412 V/C Ratio(X) 0.59 0.33 0.47 0.87 0.09 0.29 0.72 0.41 0.30 0.44 0.44 0.06 Avail Cap(c_a), veh/h 376 2065 923 353 1938 866 366 1461 654 553 1516 678 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.1 30.2 31.2 36.9 22.2 23.7 41.1 27.2 26.3 39.9 27.1 24.3 Incr Delay (d2), s/veh 2.0 1.0 3.9 12.2 0.2 1.3 3.3 1.1 1.6 0.5 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(95%),veh/ln 2.7 4.7 6.3 10.2 1.5 4.6 3.7 6.7 4.5 2.3 7.7 0.8 LnGrp Delay(d),s/veh 43.1 31.2 35.0 49.2 22.4 25.1 44.4 28.3 27.9 40.4 28.3 24.5 LnGrp LOS D

C D

D C

C D

C C

D C

C Approach Vol, veh/h 443 437 553 532 Approach Delay, s/veh 34.1 36.6 30.5 30.5 Approach LOS C

D C

C Timer 1

2 3

4 5

6 7

8 Assigned Phs 1

2 3

4 5

6 7

8 Phs Duration (G+Y+Rc), s 11.9 34.5 13.0 30.4 20.7 25.8 12.5 30.8 Change Period (Y+Rc), s 6.5 7.0 6.5 6.5 6.5 7.0 6.5 6.5 Max Green Setting (Gmax), s 20.0 55.0 15.0 40.0 20.0 55.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 5.1 8.1 4.8 10.0 14.1 9.7 6.3 10.8 Green Ext Time (p_c), s 0.0 9.2 0.1 13.7 0.2 9.1 0.1 13.6 Intersection Summary HCM 2010 Ctrl Delay 32.7 HCM 2010 LOS C

HCM 2010 TWSC SHINE Medical Production Facility TIA 8:

2020 Base - AM Build Traffic Synchro 9 Report Page 2 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5

15 473 30 90 463 Future Vol, veh/h 5

15 473 30 90 463 Conflicting Peds, #/hr 0

0 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None

- None Storage Length 0

Veh in Median Storage, # 0 0

0 Grade, %

0 0

0 Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, %

2 2

6 6

6 6

Mvmt Flow 6

18 570 36 108 558 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1084 303 0

0 606 0

Stage 1 588 Stage 2 496 Critical Hdwy 6.84 6.94 4.22 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.26 Pot Cap-1 Maneuver 211 693 941 Stage 1 518 Stage 2 577 Platoon blocked, %

Mov Cap-1 Maneuver 176 693 941 Mov Cap-2 Maneuver 176 Stage 1 518 Stage 2 481 Approach WB NB SB HCM Control Delay, s 14.6 0

2 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 400 941 HCM Lane V/C Ratio 0.06 0.115 HCM Control Delay (s) 14.6 9.3 0.6 HCM Lane LOS B

A A

HCM 95th %tile Q(veh) 0.2 0.4

HCM 2010 Signalized Intersection Summary SHINE Medical Production Facility TIA 3: US 51 & STH 11 2020 Base - PM Build Traffic Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 36 166 74 176 252 121 141 465 138 142 415 39 Future Volume (veh/h) 36 166 74 176 252 121 141 465 138 142 415 39 Number 1

6 16 5

2 12 7

4 14 3

8 18 Initial Q (Qb), veh 0

0 0

0 0

0 0

0 0

0 0

0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1743 1743 1743 1759 1759 1759 1845 1845 1845 1845 1845 1845 Adj Flow Rate, veh/h 39 180 80 191 274 132 153 505 150 154 451 42 Adj No. of Lanes 1

2 1

1 2

1 1

2 1

2 2

1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %

9 9

9 8

8 8

3 3

3 3

3 3

Cap, veh/h 78 604 270 223 896 401 186 1172 524 246 1054 472 Arrive On Green 0.05 0.18 0.18 0.13 0.27 0.27 0.11 0.33 0.33 0.07 0.30 0.30 Sat Flow, veh/h 1660 3312 1482 1675 3343 1495 1757 3505 1568 3408 3505 1568 Grp Volume(v), veh/h 39 180 80 191 274 132 153 505 150 154 451 42 Grp Sat Flow(s),veh/h/ln 1660 1656 1482 1675 1671 1495 1757 1752 1568 1704 1752 1568 Q Serve(g_s), s 2.2 4.5 4.4 10.6 6.2 6.8 8.1 10.7 6.7 4.2 9.8 1.8 Cycle Q Clear(g_c), s 2.2 4.5 4.4 10.6 6.2 6.8 8.1 10.7 6.7 4.2 9.8 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 78 604 270 223 896 401 186 1172 524 246 1054 472 V/C Ratio(X) 0.50 0.30 0.30 0.86 0.31 0.33 0.82 0.43 0.29 0.63 0.43 0.09 Avail Cap(c_a), veh/h 348 1911 855 351 1928 863 369 1470 658 536 1470 658 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.3 33.7 33.7 40.4 27.8 28.0 41.8 24.7 23.4 43.0 26.7 23.9 Incr Delay (d2), s/veh 1.8 1.0 2.2 6.9 0.7 1.7 3.5 0.9 1.1 1.0 1.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(95%),veh/ln 1.9 3.8 3.6 9.2 5.3 5.3 7.4 9.1 5.5 3.6 8.5 1.5 LnGrp Delay(d),s/veh 46.1 34.7 35.9 47.4 28.5 29.7 45.2 25.6 24.4 44.0 27.7 24.2 LnGrp LOS D

C D

D C

C D

C C

D C

C Approach Vol, veh/h 299 597 808 647 Approach Delay, s/veh 36.5 34.8 29.1 31.4 Approach LOS D

C C

C Timer 1

2 3

4 5

6 7

8 Assigned Phs 1

2 3

4 5

6 7

8 Phs Duration (G+Y+Rc), s 11.0 32.6 13.4 38.4 19.2 24.4 16.6 35.2 Change Period (Y+Rc), s 6.5 7.0 6.5 6.5 6.5 7.0 6.5 6.5 Max Green Setting (Gmax), s 20.0 55.0 15.0 40.0 20.0 55.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 4.2 8.8 6.2 12.7 12.6 6.5 10.1 11.8 Green Ext Time (p_c), s 0.0 10.8 0.2 16.5 0.1 10.9 0.1 16.8 Intersection Summary HCM 2010 Ctrl Delay 32.1 HCM 2010 LOS C

HCM 2010 TWSC SHINE Medical Production Facility TIA 8: Site 2020 Base - PM Build Traffic Synchro 9 Report Page 2 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 30 90 511 5

15 499 Future Vol, veh/h 30 90 511 5

15 499 Conflicting Peds, #/hr 0

0 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None

- None Storage Length 0

Veh in Median Storage, # 0 0

0 Grade, %

0 0

0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, %

2 2

5 5

2 2

Mvmt Flow 32 96 544 5

16 531 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 843 274 0

0 549 0

Stage 1 546 Stage 2 297 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 303 724

- 1017 Stage 1 544 Stage 2 728 Platoon blocked, %

Mov Cap-1 Maneuver 296 724

- 1017 Mov Cap-2 Maneuver 296 Stage 1 544 Stage 2 712 Approach WB NB SB HCM Control Delay, s 13.9 0

0.3 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 532 1017 HCM Lane V/C Ratio 0.24 0.016 HCM Control Delay (s) 13.9 8.6 0.1 HCM Lane LOS B

A A

HCM 95th %tile Q(veh) 0.9 0

APPENDIX J INTERSECTION CONTROL EVALUATION (ICE)

PHASE I: ICE MEMORANDUM To:

DOT ICE Review From: Kyle R. Henderson, P.E.

Date:

11/29/2017 RE:

SHINE Medical Technologies TIA USH 51 and Development Driveway City of Janesville, Rock County Traffic Impact Analysis (TIA)

Project

Description:

This project is to accommodate a proposed medical production facility on USH 51 south of the STH 11 intersection near the Southern Wisconsin Regional Airport. Access to the proposed site is provided by USH 51 on the western edge of the site. USH 51 is a four-lane undivided highway posted at 55 mph in the vicinity of the intersection. There is a horizontal curve located directly north of the intersection to allow for spacing to runway 22 at the airport.

Alternatives:

Two alternatives were considered for this intersection.

Alternative 1: Two-Way Stop Control with No USH 51 Improvement This alternative would construct the development driveway as a two-lane roadway and does not change the geometry of USH 51 in the vicinity of the intersection.

Alternative 2: Two-Way Stop Control with Southbound Left-Turn Bay on USH 51 This alternative would construct the development driveway as a two-lane roadway and add a dedicated southbound left-turn bay at the intersection.

Traffic signal warrants for this intersection will not be met so a traffic signal was not considered as an alternative.

Due to the significant reconstruction required and the low volumes on the driveway, a roundabout was not considered as an alternative.

Safety Considerations:

Crashes on USH 51 were reviewed from Enterprise Drive north to Knilans Road, a 0.6-mile segment.

During the 5-year period from 2012 to 2016, there were 16 crashes along USH 51 in this segment. Run of the road crashes make up 63 percent of the total crashes (ten crashes) in the segment. Of the ten run of the road crashes, six were flagged as involving the horizontal curve north of the proposed driveway location. The crash rate for this segment of USH 51 is 183 crashes per 100 million vehicle miles traveled (HMVMT). The statewide average for this type of facility during this period was 435 crashes per HMVMT. The overall crash rate for this facility is 42 percent the statewide average. However, due to the speeds of this roadway, the KAB crash rate is 150 percent of the statewide average at 80 crashes per

PHASE I: ICE MEMORANDUM HMVMT compared to the average of 53 crashes per HMVMT. Of the 16 crashes, two occurred in the general area of the proposed driveway. There were no fatal crashes within this segment from 2012 to 2016.

The following table provides more information about the types of crashes.

The following tables provide more information about the crash severity.

Operational Analysis:

Traffic operations for the USH 51 and Proposed Driveway intersection were evaluated for the AM and PM peak hour. Modeling indicates that both Alternative 1 and Alternative 2 operate with the same delay and queueing on USH 51 during both peak hours. The intersection operates at LOS B overall for both alternatives and peak hours. The tables below summarize the operations of the intersection during the peak hours with the build traffic identified in the TIA.

Crash Type 2012 2013 2014 2015 2016 Total Run-of-Road 2

0 0

4 4

10 Angle 0

0 0

1 0

1 Rear End 0

0 0

0 2

2 Sideswipe 0

0 0

2 1

3 Total 2

0 0

7 7

16 Crash Severity 2012 2013 2014 2015 2016 Total Fatal 0

0 0

0 0

0 A Injury 0

0 0

0 2

2 B Injury 2

0 0

2 1

5 C Injury 0

0 0

1 1

2 PDO 0

0 0

4 3

7 Total 2

0 0

7 7

16 K

A B

C PDO Run-of-Road 0

1 4

0 5

10 Angle 0

0 1

0 0

1 Rear End 0

1 0

1 0

2 Sideswipe 0

0 0

1 2

3 Total 0

2 5

2 7

16 Severity Crash Severity Total

PHASE I: ICE MEMORANDUM Alternative 1 2020 Build Operations AM Peak Alternative 1 2020 Build Operations PM Peak Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 473 0.0 A

0.00 0.0 0

NBR 30 0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 90 9.3 A

0.12 0.4 10 SBT 463 0.0 A

0.00 0.0 0

SBR Westbound WBL 5

14.6 B

0.06 0.2 5

WBR 15 14.6 B

0.06 0.2 5

0.12 B

Intersection V/C 14.6 Intersection LOS Two-Way Stop Control Intersection Delay Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 511 0.0 A

0.00 0.0 0

NBR 5

0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 15 8.6 A

0.02 0.0 0

SBT 499 0.0 A

0.00 0.0 0

SBR Westbound WBL 30 13.9 B

0.24 0.9 25 WBR 90 13.9 B

0.24 0.9 25 0.24 B

Intersection V/C 13.9 Intersection LOS Two-Way Stop Control Intersection Delay

PHASE I: ICE MEMORANDUM Alternative 2 2020 Build Operations AM Peak Alternative 2 2020 Build Operations PM Peak Other Considerations:

The most recent Annual Average Daily Traffic Volume (AADT) in 2016 listed the USH 51 volume of 8,100 vehicles per day (vpd). The volumes on USH 51 peaked in 2010 with 9,000 vpd. These volumes likely lead to the similar operations between Alternative 1 and Alternative 2. Due to the low volumes on USH 51 for a 4-lane facility, the southbound approach of Alternative 1 may be operating as a through lane and a defacto left-turn lane during the peak hours. A possible long-term treatment that could be considered for the USH 51 corridor near the airport would be a conversion to a 3-lane Two-Way-Left-Turn-Lane (TWLTL) arrangement.

Feasibility of Alternatives:

Both Alternative 1 and Alternative 2 are feasible for implementation at this intersection. They provide similar operations into and out of the proposed site. The USH 51 corridor crash history is below the statewide average for overall crashes and there is a lack of rear end crashes at the intersections on the ends of the segments that may be anticipated with a 4-lane undivided corridor. The majority of the Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 473 0.0 A

0.00 0.0 0

NBR 30 0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 90 9.3 A

0.12 0.4 10 SBT 463 0.0 A

0.00 0.0 0

SBR Westbound WBL 5

14.3 B

0.06 0.2 5

WBR 15 14.3 B

0.06 0.2 5

0.12 B

Intersection V/C 14.3 Intersection LOS Two-Way Stop Control Intersection Delay Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 511 0.0 A

0.00 0.0 0

NBR 5

0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 15 8.6 A

0.02 0.0 0

SBT 499 0.0 A

0.00 0.0 0

SBR Westbound WBL 30 13.9 B

0.24 0.9 25 WBR 90 13.9 B

0.24 0.9 25 0.24 B

Intersection V/C 13.9 Intersection LOS Two-Way Stop Control Intersection Delay

PHASE I: ICE MEMORANDUM crashes on this section of roadway are run of the road crashes dealing with the curve north of the intersection.

Due to the need to reconstruct 500 to 700 feet of USH 51, Alternative 2 would be significantly more expensive than Alternative 1.

==

Conclusion:==

Due to the identical traffic operations, low through volumes on USH 51, and a low history of rear end crashes in the study area, Alternative 1-Two-Way Stop-Control with No USH 51 Improvement is recommended for implementation.

Attachments:

A. Project Location Map B. Aerial Photo of Intersection C. Alternative 1 Intersection Layout

PHASE I: ICE MEMORANDUM Attachment A: Project Location Map

PHASE I: ICE MEMORANDUM Attachment B: Aerial Photo of Intersection

PHASE I: ICE MEMORANDUM Attachment C: Alternative 1 Intersection Layout

Office Locations For more location information please visit www.strand.com Brenham, Texas l 979.836.7937 Cincinnati, Ohio l 513.861.5600 Columbus, Indiana l 812.372.9911 Columbus, Ohio l 614.835.0460 Indianapolis, Indiana l 317.423.0935 Joliet, Illinois l 815.744.4200 Lexington, Kentucky l 859.225.8500 Louisville, Kentucky l 502.583.7020 Madison, Wisconsin* l 608.251.4843 Milwaukee, Wisconsin l 414.271.0771 Phoenix, Arizona l 602.437.3733

• Corporate Headquarters

8 pages follow ENCLOSURE 1 ATTACHMENT 4 SHINE MEDICAL TECHNOLOGIES, LLC SHINE MEDICAL TECHNOLOGIES. LLC APPLICATION FOR AN OPERATING LICENSE RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION SUPPLEMENTAL TRAFFIC ANALYSIS DECEMBER 22, 2017









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SHINE Medical Production Facility Traffic Analysis December 2017 Note: HCM 2010 results from Synchro 9 reported.

Scenario:

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 68 45.8 D

0.72 3.6 90 Northbound NBL 34 24.6 C

0.11 1.2 30 NBT 308 29.2 C

0.40 6.9 175 NBT 113 29.1 C

0.23 2.3 60 NBR 96 28.6 C

0.28 4.3 110 NBR 104 34.7 C

0.48 4.8 120 Eastbound EBL 53 44.6 D

0.60 2.8 70 Eastbound EBL 48 37.0 D

0.52 2.1 55 EBT 208 31.6 C

0.33 4.8 120 EBT 367 20.7 C

0.37 6.4 160 EBR 141 36.1 D

0.49 6.6 165 EBR 26 18.0 B

0.06 0.8 20 Southbound SBL 93 41.8 D

0.45 2.4 60 Southbound SBL 79 24.1 C

0.27 2.8 70 SBT 367 29.5 C

0.46 8.1 205 SBT 112 27.4 C

0.22 2.2 55 SBR 21 25.4 C

0.06 0.9 25 SBR 12 26.2 C

0.05 0.5 15 Westbound WBL 203 53.6 D

0.88 11.8 295 Westbound WBL 168 35.8 D

0.69 3.7 95 WBT 80 22.2 C

0.09 1.5 40 WBT 306 18.7 B

0.30 5.0 125 WBR 112 24.7 C

0.28 4.7 120 WBR 89 18.1 B

0.20 2.9 75 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 474 0.0 A

0.00 0.0 0

NBR 126 0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 126 10.0 A

0.17 0.5 15 SBT 464 0.8 A

0.00 0.0 0

SBR Westbound WBL 0

WBT WBR 0

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 17 7.9 A

0.04 0.3 10 NBT 394 7.9 A

0.30 3.9 100 NBR 55 6.9 A

0.09 1.0 25 Eastbound EBL 60 EBT 94 EBR 28 Southbound SBL 41 9.9 A

0.11 0.9 25 SBT 218 7.1 A

0.16 2.0 50 SBR 28 6.6 A

0.05 0.5 15 Westbound WBL 59 WBT 24 WBR 24 Note: EBR and WBR are yield-control.

B 18.4 B

0.28 2.6 65 Intersection V/C 0.43 USH 51 AND TOWN LINE RD Actuated Traffic Signal Control Intersection Delay 10.5 20.1 C

0.43 5.0 125 Intersection LOS 0.0 A

0.00 0.0 0

Intersection V/C 0.17 USH 51 AND SHINE SITE Two Way Stop Control Intersection Delay 10.0 Intersection LOS A

C C

Intersection V/C Intersection V/C 0.88 0.69 Intersection Delay Intersection Delay 34.0 24.8 Intersection LOS Intersection LOS SCENARIO CONSTRUCTION YEAR AM PEAK USH 51 AND STH 11 STH 11 AND CTH G Actuated Traffic Signal Control Actuated Traffic Signal Control S:\\MAD\\4500--4599\\4515\\002\\Designs-Studies-Reports\\Traffic\\MOE Table.xlsx

Scenario:

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 154 45.2 D

0.83 8.1 205 Northbound NBL 31 21.1 C

0.09 0.9 25 NBT 479 25.2 C

0.43 9.4 235 NBT 139 25.1 C

0.25 2.2 55 NBR 147 24.2 C

0.30 5.9 150 NBR 99 28.7 C

0.40 3.5 90 Eastbound EBL 35 46.5 D

0.49 1.8 45 Eastbound EBL 41 32.7 C

0.47 1.5 40 EBT 166 35.1 D

0.30 3.9 100 EBT 306 21.1 C

0.37 4.5 115 EBR 72 36.2 D

0.29 3.5 90 EBR 24 18.7 B

0.06 0.6 15 Southbound SBL 142 44.4 D

0.63 3.6 90 Southbound SBL 71 20.2 C

0.21 1.9 50 SBT 411 27.9 C

0.42 8.5 215 SBT 110 22.9 C

0.18 1.6 40 SBR 38 24.4 C

0.09 1.5 40 SBR 25 22.5 C

0.09 0.8 20 Westbound WBL 168 46.6 D

0.85 8.8 220 Westbound WBL 104 29.7 C

0.38 1.7 45 WBT 253 29.2 C

0.31 5.5 140 WBT 238 18.4 B

0.25 3.2 80 WBR 121 30.5 C

0.34 5.4 135 WBR 51 17.6 B

0.12 1.4 35 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 513 0.0 A

0.00 0.0 0

NBR 0

0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 0

0.0 A

0.00 0.0 0

SBT 500 0.0 A

0.00 0.0 0

SBR Westbound WBL 126 WBT WBR 126 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 38 10.9 B

0.11 1.0 25 NBT 267 7.7 A

0.19 2.7 70 NBR 72 7.4 A

0.12 1.5 40 Eastbound EBL 30 EBT 55 EBR 20 Southbound SBL 65 9.7 A

0.15 1.6 40 SBT 447 8.5 A

0.32 5.0 125 SBR 26 7.0 A

0.04 0.5 15 Westbound WBL 72 WBT 98 WBR 71 Note: EBR and WBR are yield-control.

Intersection LOS B

24.0 C

0.51 6.6 165 Intersection V/C 0.51 0.61 USH 51 AND TOWN LINE RD Actuated Traffic Signal Control Intersection Delay 11.3 19.7 B

0.23 2.9 75 Intersection Delay 25.0 Intersection LOS C

25.0 C

0.61 3.9 100 Intersection V/C Intersection V/C Intersection V/C 0.85 0.47 USH 51 AND SHINE SITE Two Way Stop Control 32.1 22.7 Intersection LOS Intersection LOS C

C PM PEAK USH 51 AND STH 11 STH 11 AND CTH G Actuated Traffic Signal Control Actuated Traffic Signal Control Intersection Delay Intersection Delay S:\\MAD\\4500--4599\\4515\\002\\Designs-Studies-Reports\\Traffic\\MOE Table.xlsx

SHINE Medical Production Facility Traffic Analysis December 2017 Note: HCM 2010 results from Synchro 9 reported.

Scenario:

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 71 45.3 D

0.74 3.8 95 Northbound NBL 35 24.8 C

0.11 1.2 30 NBT 319 28.6 C

0.41 6.9 175 NBT 115 29.4 C

0.23 2.3 60 NBR 106 28.2 C

0.31 4.6 115 NBR 106 35.0 D

0.48 4.9 125 Eastbound EBL 54 43.8 D

0.60 2.8 70 Eastbound EBL 49 37.5 D

0.53 2.2 55 EBT 212 31.6 C

0.34 4.8 120 EBT 381 20.9 C

0.38 6.7 170 EBR 131 35.4 D

0.47 6.5 165 EBR 26 18.1 B

0.06 0.8 20 Southbound SBL 94 41.1 D

0.45 2.4 60 Southbound SBL 80 24.3 C

0.27 2.8 70 SBT 361 28.7 C

0.44 7.9 200 SBT 114 27.7 C

0.22 2.2 55 SBR 21 24.7 C

0.06 0.9 25 SBR 12 26.4 C

0.05 0.5 15 Westbound WBL 195 50.9 D

0.88 10.6 265 Westbound WBL 170 36.4 D

0.71 3.8 95 WBT 82 22.5 C

0.09 1.5 40 WBT 300 18.7 B

0.29 4.9 125 WBR 114 25.3 C

0.30 4.8 120 WBR 90 18.2 B

0.20 2.9 75 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 483 0.0 A

0.00 0.0 0

NBR 30 0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 90 9.0 A

0.10 0.3 10 SBT 473 0.4 A

0.00 0.0 0

SBR Westbound WBL 5

WBT WBR 15 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 17 8.5 A

0.04 0.3 10 NBT 302 8.1 A

0.25 2.9 75 NBR 56 7.5 A

0.10 1.1 30 Eastbound EBL 61 EBT 96 EBR 29 Southbound SBL 42 9.7 A

0.11 0.9 25 SBT 227 7.7 A

0.19 2.1 55 SBR 29 7.2 A

0.05 0.5 15 Westbound WBL 60 WBT 24 WBR 24 Note: EBR and WBR are yield-control.

Actuated Traffic Signal Control Actuated Traffic Signal Control SCENARIO BASE YEAR WITH SITE AM PEAK USH 51 AND STH 11 STH 11 AND CTH G Intersection Delay Intersection Delay 33.2 25.1 Intersection LOS Intersection LOS C

C Intersection V/C Intersection V/C 0.88 0.71 USH 51 AND TOWN LINE RD Actuated Traffic Signal Control Intersection Delay 10.4 17.7 B

0.41 4.6 115 Intersection LOS B

16.1 B

0.25 2.3 60 Intersection V/C 0.41 Intersection V/C 0.10 USH 51 AND SHINE SITE Two Way Stop Control Intersection Delay 13.5 Intersection LOS B

13.5 B

0.05 0.2 5

S:\\MAD\\4500--4599\\4515\\002\\Designs-Studies-Reports\\Traffic\\MOE Table.xlsx

Scenario:

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 143 46.1 D

0.83 7.7 195 Northbound NBL 31 21.2 C

0.09 0.9 25 NBT 474 26.0 C

0.44 9.4 235 NBT 142 25.2 C

0.26 2.3 60 NBR 139 24.7 C

0.29 5.6 140 NBR 101 28.9 C

0.41 3.6 90 Eastbound EBL 36 47.1 D

0.50 1.9 50 Eastbound EBL 42 32.7 C

0.48 1.5 40 EBT 170 35.3 D

0.30 4.0 100 EBT 300 21.1 C

0.36 4.4 110 EBR 75 36.5 D

0.30 3.7 95 EBR 24 18.7 B

0.06 0.6 15 Southbound SBL 145 45.1 D

0.65 3.8 95 Southbound SBL 72 20.3 C

0.21 1.9 50 SBT 424 28.4 C

0.44 8.9 225 SBT 112 23.0 C

0.19 1.7 45 SBR 39 24.7 C

0.09 1.5 40 SBR 25 22.5 C

0.09 0.8 20 Westbound WBL 180 50.0 D

0.86 9.7 245 Westbound WBL 106 29.7 C

0.39 1.8 45 WBT 258 28.7 C

0.31 5.5 140 WBT 250 18.6 B

0.26 3.4 85 WBR 123 29.9 C

0.33 5.5 140 WBR 52 17.7 B

0.12 1.4 35 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL NBT 523 0.0 A

0.00 0.0 0

NBR 5

0.0 A

0.00 0.0 0

Eastbound EBL EBT EBR Southbound SBL 15 8.7 A

0.02 0.1 5

SBT 510 0.1 A

0.00 0.0 0

SBR Westbound WBL 30 WBT WBR 90 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 38 10.3 B

0.10 0.9 25 NBT 276 8.1 A

0.21 2.8 70 NBR 73 7.8 A

0.13 1.5 40 Eastbound EBL 30 EBT 56 EBR 20 Southbound SBL 66 10.3 B

0.16 1.6 40 SBT 356 8.5 A

0.27 3.8 95 SBR 26 7.3 A

0.04 0.5 15 Westbound WBL 73 WBT 100 WBR 72 Note: EBR and WBR are yield-control.

Intersection Delay Intersection Delay PM PEAK USH 51 AND STH 11 STH 11 AND CTH G Actuated Traffic Signal Control Actuated Traffic Signal Control 32.8 22.8 Intersection LOS Intersection LOS C

C Actuated Traffic Signal Control USH 51 AND SHINE SITE Two Way Stop Control Intersection Delay 14.4 Intersection V/C Intersection V/C 0.86 0.48 USH 51 AND TOWN LINE RD Intersection Delay 11.3 17.9 B

0.22 2.7 70 Intersection LOS B

21.8 C

0.50 6.2 155 Intersection V/C 0.50 Intersection LOS B

14.4 B

0.26 1.0 25 Intersection V/C 0.26 S:\\MAD\\4500--4599\\4515\\002\\Designs-Studies-Reports\\Traffic\\MOE Table.xlsx

SHINE Medical Production Facility Traffic Analysis December 2017 Note: HCM 2010 results from Synchro 9 reported.

Scenario:

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 69 40.7 D

0.68 3.3 85 Northbound NBL 35 24.0 C

0.11 1.2 30 NBT 314 26.0 C

0.40 6.3 160 NBT 115 28.5 C

0.23 2.3 60 NBR 98 25.4 C

0.28 3.9 100 NBR 106 33.9 C

0.47 4.8 120 Eastbound EBL 54 40.0 D

0.57 2.6 65 Eastbound EBL 49 36.5 D

0.52 2.2 55 EBT 212 29.2 C

0.34 4.5 115 EBT 373 21.2 C

0.39 6.5 165 EBR 119 32.0 C

0.43 5.4 135 EBR 26 18.4 B

0.06 0.8 20 Southbound SBL 94 37.4 D

0.42 2.2 55 Southbound SBL 80 23.5 C

0.26 2.8 70 SBT 331 25.5 C

0.40 6.5 165 SBT 114 26.8 C

0.22 2.2 55 SBR 21 22.4 C

0.06 0.8 20 SBR 12 25.6 C

0.05 0.5 15 Westbound WBL 147 39.4 D

0.84 7.2 180 Westbound WBL 170 35.3 D

0.69 3.7 95 WBT 82 23.1 C

0.11 1.5 40 WBT 252 18.5 B

0.26 4.1 105 WBR 114 26.3 C

0.34 4.7 120 WBR 90 18.5 B

0.20 2.9 75 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 17 8.8 A

0.04 0.3 10 NBT 272 8.2 A

0.23 2.5 65 NBR 56 7.7 A

0.11 1.1 30 Eastbound EBL 61 EBT 96 EBR 29 Southbound SBL 42 9.7 A

0.11 0.9 25 SBT 222 8.0 A

0.19 2.1 55 SBR 29 7.4 A

0.05 0.5 15 Westbound WBL 60 WBT 24 WBR 24 Note: EBR and WBR are yield-control.

USH 51 AND STH 11 STH 11 AND CTH G Actuated Traffic Signal Control Actuated Traffic Signal Control SCENARIO BASE YEAR WITHOUT SITE Intersection Delay Intersection Delay 29.5 24.9 Intersection LOS Intersection LOS C

C Intersection V/C Intersection V/C 0.84 0.69 0.25 2.3 USH 51 AND TOWN LINE RD Actuated Traffic Signal Control Intersection Delay 10.4 Intersection LOS B

0.40 AM PEAK 110 4.4 0.40 B

16.7 60 Intersection V/C 15.3 B

S:\\MAD\\4500--4599\\4515\\002\\Designs-Studies-Reports\\Traffic\\MOE Table.xlsx

Scenario:

Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 131 44.8 D

0.81 6.8 170 Northbound NBL 31 20.1 C

0.08 0.8 20 NBT 444 25.8 C

0.43 8.7 220 NBT 142 24.0 C

0.25 2.1 55 NBR 91 23.5 C

0.20 3.5 90 NBR 101 27.4 C

0.40 3.5 90 Eastbound EBL 36 45.2 D

0.49 1.8 45 Eastbound EBL 42 31.6 C

0.47 1.4 35 EBT 170 33.6 C

0.30 3.8 95 EBT 252 21.2 C

0.33 3.6 90 EBR 73 34.5 C

0.28 3.4 85 EBR 24 19.3 B

0.07 0.6 15 Southbound SBL 145 43.1 D

0.63 3.6 90 Southbound SBL 72 19.2 B

0.20 1.8 45 SBT 419 27.6 C

0.44 8.5 215 SBT 112 21.8 C

0.18 1.6 40 SBR 39 24.0 C

0.09 1.5 40 SBR 25 21.4 C

0.09 0.8 20 Westbound WBL 172 45.0 D

0.85 8.7 220 Westbound WBL 106 28.6 C

0.38 1.7 45 WBT 258 27.7 C

0.31 5.3 135 WBT 242 19.1 B

0.27 3.3 85 WBR 123 28.9 C

0.33 5.3 135 WBR 52 18.2 B

0.13 1.4 35 Scenario:

Approach Movement Volume Delay LOS V/C 95th Queue (veh) 95th Queue (ft)

Northbound NBL 38 10.1 B

0.10 0.9 25 NBT 271 8.2 A

0.21 2.8 70 NBR 73 7.9 A

0.13 1.5 40 Eastbound EBL 30 EBT 56 EBR 20 Southbound SBL 66 10.3 B

0.16 1.6 40 SBT 326 8.4 A

0.25 3.5 90 SBR 26 7.4 A

0.04 0.5 15 Westbound WBL 73 WBT 100 WBR 72 Note: EBR and WBR are yield-control.

Actuated Traffic Signal Control 0.85 0.47 C

C Intersection V/C Intersection V/C PM PEAK USH 51 AND STH 11 STH 11 AND CTH G USH 51 AND TOWN LINE RD 31.6 22.4 Intersection LOS Intersection LOS Actuated Traffic Signal Control Actuated Traffic Signal Control Intersection Delay Intersection Delay Intersection Delay 11.3 17.3 B

0.22 2.6 65 Intersection LOS B

21.0 C

0.49 6.0 150 Intersection V/C 0.49 S:\\MAD\\4500--4599\\4515\\002\\Designs-Studies-Reports\\Traffic\\MOE Table.xlsx

57 pages follow ENCLOSURE 2 SHINE MEDICAL TECHNOLOGIES, LLC SHINE MEDICAL TECHNOLOGIES. LLC APPLICATION FOR AN OPERATING LICENSE RESPONSE TO ENVIRONMENTAL REQUESTS FOR ADDITIONAL INFORMATION SUPPLEMENT TO APPLICANT'S ENVIRONMENTAL REPORT -

OPERATING LICENSE STAGE, REVISION 4

2200-02-01 Revision 4 Page 3 of 59 Table of Contents 1

Introduction of the Supplement to the Environmental Report................................................... 5 1.1 Purpose and Need for the Proposed Action............................................................................. 5 1.2 Regulatory Provision, Permits, and Required Consultations.................................................... 5 2

Proposed Action...................................................................................................................... 6 2.1 Site Location and Layout......................................................................................................... 6 2.2 Radioisotope Production Facility Description........................................................................... 7 2.3 Water Consumption and Treatment........................................................................................ 7 2.4 Cooling and Heating Dissipation Systems............................................................................... 8 2.5 Waste Systems........................................................................................................................ 9 2.6 Storage, Treatment, and Transportation of Radioactive and Nonradioactive Materials, Including LEU, Waste, Radioisotopes, and Any Other Materials.............................................. 9 2.7 Power Requirements............................................................................................................... 9 3

Description of the Affected Environment................................................................................ 14 3.1 Land Use and Visual Resources............................................................................................ 14 3.2 Air Quality and Noise............................................................................................................. 14 3.3 Geologic Environment........................................................................................................... 15 3.4 Water Resources................................................................................................................... 16 3.5 Ecological Resources............................................................................................................ 16 3.6 Historical and Cultural Resources.......................................................................................... 16 3.7 Socioeconomics................................................................................................................... 17 3.8 Human Health........................................................................................................................ 19 4

Impact of Proposed Operation and Decommissioning........................................................... 38 4.1 Land Use and Visual Resources............................................................................................ 38 4.2 Air Quality and Noise............................................................................................................. 38 4.3 Geologic Environment........................................................................................................... 39 4.4 Water Resources................................................................................................................... 40 4.5 Ecological Resources............................................................................................................ 40 4.6 Historical and Cultural Resources.......................................................................................... 41 4.7 Socioeconomics.................................................................................................................... 41 4.8 Human Health........................................................................................................................ 42 4.9 Waste Management............................................................................................................... 42 4.10 Transportation....................................................................................................................... 43 4.11 Postulated Accidents............................................................................................................. 43 4.12 Environment Justice............................................................................................................. 44 4.13 Cumulative Effects................................................................................................................. 44 5

Alternatives........................................................................................................................... 50 6

Conclusions........................................................................................................................... 51 7

References............................................................................................................................ 57 ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 4 of 59 List of Tables Table 2-1 Materials Consumed During Construction........................................................................ 10 Table 2-2 Gaseous Radioactive Effluents....................................................................................... 11 Table 2-3 Standby Generator Annual Emissions............................................................................. 12 Table 3-1 Madison, Wisconsin Climatic Data................................................................................... 20 Table 3-2 Rockford, Illinois Climatic Data........................................................................................ 21 Table 3-3 Average Annual Daily Traffic Counts in the Vicinity of the Proposed Site........................ 22 Table 3-4 Estimated Annual Average Peak and Daily Total Traffic Counts in the Vicinity of the Proposed Site.................................................................................................................. 23 Table 3-5 Additional Protected Species near the SHINE Site.......................................................... 24 Table 3-6 Rock County Labor Force Distribution by County of Employee Residence...................... 25 Table 3-7 Comparison of Estimated Major SHINE Labor Force Needs with Estimated Rock County Available Work Force - Operational Phase..................................................................... 26 Table 3-8 Race and Ethnicity for the City of Janesville and Rock County....................................... 27 Table 3-9 Median Family and Per Capita Income for the City of Janesville, Rock County, and Wisconsin........................................................................................................................ 28 Table 3-10 Civilian Labor Force and Unemployment Rates within the City of Janesville, Rock County, and State of Wisconsin: 2013-2017................................................................................ 29 Table 3-11 Employment by Industry in Rock County for 2017........................................................... 30 Table 3-12 Largest Employers within Rock County, City of Janesville............................................... 31 Table 3-13 People Living Below U.S. Census Poverty Thresholds for the City of Janesville, Rock County, and Wisconsin.................................................................................................... 32 Table 3-14 Housing Unit Characteristics for the City of Janesville and Rock County......................... 33 Table 3-15 Public School Enrollment within Rock County.................................................................. 34 Table 6-1 Summary of Environmental Impacts from Operation of the SHINE Production Facility.... 52 List of Figures Figure 2-1 Site Diagram................................................................................................................... 13 Figure 3-1 Major Land Uses within the Region................................................................................ 35 Figure 3-2 Aerial View of the SHINE Site......................................................................................... 36 Figure 3-3 Visual Setting of the SHINE Site.................................................................................... 37 Figure 4-1 Past, Present, and Reasonably Foreseeable Projects and Other Actions Retained for the Cumulative Impacts Analysis......................................................................................... 49 ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 5 of 59 1 Introduction of the Supplement to the Environmental Report 1.1 Purpose and Need for the Proposed Action In accordance with 10 CFR § 51.53(b), SHINE Medical Technologies, LLC (SHINE), hereby submits for review the Supplement to Applicant's Environmental ReportOperating License Stage" (the ER Supplement), which updates "Applicant's Environmental ReportConstruction Permit Stage" (the Environmental Report, or ER). This report discusses the same matters described in §§ 51.45, 51.51, and 51.52, but only to the extent that they differ from those discussed or reflect new information in addition to that discussed in the final environmental impact statement (FEIS) prepared by the U.S. Nuclear Regulatory Commission (NRC) in connection with the construction permit.

The proposed action is the issuance of an Operating License (OL), under the provisions of 10 CFR Part 50, that would allow SHINE to operate a radioisotope production facility to produce molybdenum-99 (Mo-99), iodine-131 (I-131), and xenon-133 (Xe-133). Further discussion of the proposed action is provided in Section 2 of this Environmental Report Supplement (ERS).

Currently the entire United States (U.S.) supply of Mo-99 is produced internationally, as was the case when the FEIS was issued. Since the issuance of the FEIS, the National Research Universal reactor in Chalk River, Ontario, Canada, which previously provided the majority of the U.S. supply of Mo-99, discontinued operation. The largest current producer is located in Petten, Netherlands, and produces over 25 percent of global supply. The other international producers are located in Belgium, South Africa and Australia (Nuclear Energy Agency, 2018).

Until recently the U.S. had no domestic producer of I-131. Since the issuance of the FEIS, the Missouri University Research Reactor (MURR) has begun producing the isotope. Two companies, Jubilant Draximage and International Isotopes, Inc., supply I-131 to the U.S. market.

The domestic supply of Xe-133 has been susceptible to shortages because of production and availability issues. Currently, there is no domestic supply of Xe-133. Two companies, Lantheus Medical Imaging and Curium supply the U.S. market from European producers.

The impacts due to construction activities are not updated. In accordance with 10 CFR § 51.53(b),

this report updates the information relevant to the OL, as impacts from construction have already been analyzed, and construction of the facility has been approved. As such, construction is expected to be ongoing during the review of the OL application. Changes to the design or physical construction that may impact operation or decommissioning of the facility are evaluated in the following sections.

1.2 Regulatory Provision, Permits, and Required Consultations No additional operational permits or approvals have been identified since the issuance of the FEIS.

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2200-02-01 Revision 4 Page 6 of 59 2 Proposed Action The proposed federal action is issuance of an OL to SHINE for a radioisotope production facility to produce Mo-99, I-131, and Xe-133. The decay product of Mo-99, technetium-99m (Tc-99m), is used for diagnostic medical isotope procedures.

The applicant for this OL and owner of the radioisotope facility is SHINE Medical Technologies, LLC, a Delaware company. SHINE will have the necessary authority, control, and rights related to the operation of the isotope production facility once the OL is approved.

2.1 Site Location and Layout Site Location The SHINE site is located approximately 4 miles (mi.) (6.4 kilometers [km]) south of Janesville city center, Rock County, Wisconsin. The site encompasses approximately 91 acres (ac.)

(37 hectares [ha]) of cultivated crop lands that are bordered by U.S. Highway 51 and the Southern Wisconsin Regional Airport (SWRA) to the west and cultivated crop lands to the north, south, and east, and a Dollar General Distribution Center to the northeast.

The nearest sensitive receptors are a residence and Airport Park, which are about 0.33 mi.

(0.53 km) and 0.30 mi. (0.53 km) from the site boundary, respectively.

Site Layout Figure 2-1 shows the layout of major structures and the site boundary. The site boundaries cover approximately 91 ac. (37 ha). The following structures shown in Figure 2-1 are located on the site:

Main production facility (formerly production facility building)

Storage building (formerly support facility building)

Material staging building (formerly waste staging and shipping building)

Resource building (formerly diesel generator building)

Nitrogen purge system (N2PS) structure (new structure)

Additionally, there is a future planned administration building, which is not shown in Figure 2-1.

The building designs have been refined resulting in a smaller footprint. Collectively these buildings now cover approximately 80,000 square feet (ft2) (7400 square meters [m2]) as compared to the 91,000 ft2 (8500 m2) considered in the FEIS. The main production facility remains the largest building onsite. The redesign of the main production facility has reduced the length of the building from 284 feet (ft) (87 meters [m]) as considered in the FEIS to 213 ft (64 m). Similarly, the width of the building has been reduced from 194 ft (59 m) to 158 ft (48 m). The height remains approximately 58 ft (18 m). The highest exhaust stack height has been increased from 66 ft (20 m) to 67 ft (20 m). The bounding excavation depth for the main production facility has been reduced from 40 ft (12 m) as considered in the FEIS to 30 ft (9 m).

As a result of the redesign, the materials permanently consumed have been reduced overall. An estimate of materials consumed is provided in Table 2-1. The total permanently disturbed area has been reduced from 26 ac. (11 ha) to 18 ac. (7 ha). The total materials excavated will be approximately 58,000 cubic yards (yd3) (44,300 cubic m [m3]).

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2200-02-01 Revision 4 Page 7 of 59 Other features of the site include storage tanks, a new paved entrance road, fences, and two sliding gates. Including buildings, parking lots, roads and the stormwater features, the site improvements have approximately the same estimated footprint as considered in the FEIS of 350,000 ft2 (about 32,00 m2) due primarily to a decrease in the size of buildings and an increase in the estimated size of stormwater features.

The main production facility center point and safety-related area center points have been moved approximately 55 ft south since the issuance of the FEIS. However, the safety-related area, including all buildings, remain concentrated in the center of the site. The aerial view of the SHINE site has been updated to include recent satellite imagery (see Figure 3-2).

Underground, Stormwater, and Sewer Features No underground diesel fuel oil storage tank will be installed at the SHINE facility, as the standby diesel generator has been replaced with a standby natural gas generator. Additional information about the standby natural gas generator is provided in Section 2.7.

In the FEIS the NRC considered a storm water management plan that utilized site grading, berms, and a drainage ditches and swale areas to manage stormwater flow. The SHINE stormwater management plan has been updated. The sites impervious surfaces, including the SHINE facility buildings and paved areas, drain to a series of catch basins and underground piping to two infiltration cells to reduce the amount total dissolved solids. The sections of the property that are not controlled by the infiltration cells will sheet flow over dense grassland before leaving the site, causing any suspended solids to be filtered by the grass, which acts as a filter strip. Since the site is located in the SWRA Zoning District C and D, the design ensures that any ponding water is infiltrated within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />. The stormwater system is designed to address 1-year, 2-year, 24-hour storm events per state regulations, and are also designed to address 10-year and 100-year events, as required by the City of Janesville Stormwater Ordinance.

2.2 Radioisotope Production Facility Description The fundaments of the facility and isotope production process described in the Preliminary Safety Analysis Report (PSAR) have not changed. The removal of the uranium extraction (UREX) and thermal denitration processes have resulted in changes to the radioisotope production facility (RPF) design, effluent releases, and waste systems. Design enhancements developed during final design are described in FSAR Chapter 4 (for design changes to isotope processing) and Chapter 6 and 9 (for design changes to gas handling systems). Resulting changes to the environmental impacts are further discussed in this supplement.

Operational activities will require 200 workers, as opposed to the 150 workers presented in the PSAR. Production and shipment of radioactive waste are described in Section 2.5 and FSAR Chapter 11.

2.3 Water Consumption and Treatment Water Use The Janesville municipal water system will supply the water needs of the SHINE facility. The average daily water usage for the SHINE facility is expected to be approximately 10,360 gallons per day (gpd) (39,217 liters per day [lpd]), including potable and sanitary water, heating water system makeup, and radioisotope production process water, in comparison to 6,073 gpd (23,005 lpd) considered in the FEIS. Contrary to the information considered in the FEIS, the closes-loop ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 8 of 59 cooling water systems are not anticipated to be flushed at regular intervals, so no water from these systems is regularly discharged to the Janesville Wastewater Treatment Plant (WTP). Additional information about the cooling systems is provided in FSAR Chapter 5.

A water-based fire protection system will also be used in portions of the facility. The dedicated water tank has been removed from the design of the fire protection system.

Water Treatment Water treatment has not substantively changed from the information considered in the FEIS, with exceptions as follows. Contrary to previous design, the primary closed loop cooling system is designed to operate without corrosion inhibiting chemicals in the cooling fluid. Additionally, water in the process chilled water system and facility chilled water system may be treated with propylene glycol to maintain system functionality commensurate with outdoor winter conditions.

Boiler makeup water will be premixed with water additives in accordance with the boiler manufacturer recommended quantities to maintain the appropriate fluid concentrations of water and additive.

Additional information about the cooling systems is provided in FSAR Chapter 5.

Water Discharges Wastewater generated outside the radiologically controlled area would be discharged directly to the City of Janesville sanitary sewer system and would be sent to the Janesville WTP in accordance with Janesville City Ordinance 40-170. Radioactive liquid discharges from the SHINE facility to the sanitary sewer are made in accordance with 10 CFR § 20.2003, 10 CFR § 20.2007, and Janesville City Ordinance 40-170. Additional information about liquid effluents is provided in FSAR Chapter 11.

2.4 Cooling and Heating Dissipation Systems Cooling Systems The configuration of the cooling systems described in the PSAR has been modified, including separation of functions into multiple systems. The primary closed loop cooling system removed heat from the target solution vessel by actively circulating water, as described in the FEIS. The light water pool system passively cools the subcritical assembly system. The process chilled water system provides cooling to the radioisotope process facility cooling system, for cooling process and non-process heat loads. The facility chilled water system provides cooling to the radiologically controlled area ventilation and non-radiologically controlled area ventilation systems. Both chilled water systems are routed through chillers where the heat is ultimately discharged to the atmosphere. Additional information about the cooling systems is provided in FSAR Chapter 5.

Heating System The heating system design for the facility has been changed since that described in the PSAR.

The design is now composed of three 50 percent capacity natural gas fired heating boilers. The system will discharge approximately 59,000 gallons to the Janesville WTP per year (223,000 liters per year) after being neutralized. Water discharged shall not exceed 149 degrees Fahrenheit (°F)

(65 degree Celsius [°C]) at its introduction to the sewer system or 104°F (40°C) at its introduction to the Janesville WTP in accordance with Janesville City Ordinance 40-170. The total annual natural gas consumption is estimated to be 6.5 million standard cubic feet, compared to ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 9 of 59 7.67 million standard cubic feet considered in the FEIS. Emission information are bounded by the original design as the heat loads remain largely unchanged and the natural gas consumption has decreased. Additional information is provided in the FSAR Chapter 9.

2.5 Waste Systems The sources of radioactive liquid, solid, and gaseous waste generated by the operation of the SHINE facility are substantively unchanged since the issuance of the FEIS. Exceptions include removal of the UREX process during target solution cleanup. Additional information about radioisotope production processes and waste streams is provided in FSAR Chapters 4 and 11.

The fundamental design of the radioactive waste handling systems has not changed since the issuance of the FEIS. The liquid radioactive waste handling systems have been modified to account for the removal of the UREX and associated systems, and to optimize processing.

Additional information about waste handling and disposal, including type and quantities of radioactive waste produced, and types, quantity, and frequency of radioactive waste shipments, is provided in FSAR Chapter 11.

Refinements to design have resulted in changes to the types and quantities or hazardous and radioactive materials stored onsite and released as waste. The quantities of radionuclides to be released as gaseous effluents are estimated in Table 2-2. The type and quantity of chemicals onsite is provided in FSAR Chapter 13.

2.6 Storage, Treatment, and Transportation of Radioactive and Nonradioactive Materials, Including LEU, Waste, Radioisotopes, and Any Other Materials The fundamental design of the radioactive waste handling systems has not changed since the issuance of the FEIS. Additional information about waste handling and disposal, including type and quantities of radioactive waste produced, and types, quantity, and frequency of radioactive waste shipments, is provided in FSAR Chapter 11.

2.7 Power Requirements Alliant Energy will supply electrical power to the facility. Each irradiation unit is projected to use 220 kilowatts. Overall the SHINE facility would have an estimated demand of approximately 3500 kilowatts and annually consume approximately 23 million kilowatt-hours.

The facility will have an uninterruptible electrical power supply system to power safety-related equipment in the event of a loss of offsite power. This system would use two independent 125-volt direct-current battery system trains along with the associated chargers, inverters, and distribution systems.

SHINE will maintain a standby natural gas generator, instead of the previously reported diesel generator. The standby generator provides temporary power to select systems during a loss of offsite power event for operational convenience and defense-in-depth. The standby generator will require up to 10,000 cubic feet per hour of natural gas at 15 to 20 inches water column (WC). The standby generator will operate for approximately 25 hours2.893519e-4 days <br />0.00694 hours <br />4.133598e-5 weeks <br />9.5125e-6 months <br /> per year, with a total annual gas consumption of 100 million British thermal units (BTUs). The generator will meet Environmental Protection Agency (EPA) emissions requirements for stationary, spark-ignited combustion engines.

The estimated annual emissions have decreased from those associated with the standby diesel generator described in the PSAR. Estimated annual emissions for the standby natural gas generator are provided in Table 2-3.

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2200-02-01 Revision 4 Page 10 of 59 Table 2-1 Materials Consumed During Construction Material FEIS Amount ERS Amount Concrete 27,700 yd3 18,700 yd3 Structural Steel 140 tons 443 tons Miscellaneous Steel 30 tons 10 tons Steel Liner 100 tons 83 tons Asphalt 2,200 yd3 2,900 yd3 Stone Granular Material 16,000 yd3 7,200 yd3 Roofing 150 tons 44,600 ft2 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 11 of 59 Table 2-2 Gaseous Radioactive Effluents Effluent FEIS Rate (Ci/yr)

ERS Rate (Ci/yr)

Krypton-85 (Kr-85)

< 120 170 Iodine-131 (I-131)

< 1.5

<0.1 Xenon-133 (Xe-133)

< 17,000 7800 Tritium (H-3)

< 4,400 73 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 12 of 59 Table 2-3 Standby Generator Annual Emissions Effluent FEIS Diesel Generator (ton/yr)

ERS Natural Gas Generator (ton/yr)

Carbon Monoxide 0.36 0.02 Nitrogen Oxide 3.52 0.20 Particulate Matter 0.026

<0.01 Hydrocarbons 0.12 0.01 Sulfur Dioxide 0.01

<0.01 Carbon Dioxide 345 5.5 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 13 of 59 Figure 2-1 Site Diagram

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GATE MAIN PRODUCTION FACILITY STORAGE BUILDING N2PS STRUCTURE RESOURCE BUILDING MATERIAL STAGING BUILDING CHILLER PAD SECURITY FENCE t

NORTH SITE BOUNDARY

2200-02-01 Revision 4 Page 14 of 59 3 Description of the Affected Environment 3.1 Land Use and Visual Resources Land Use Region The region of the SHINE site is defined as the area within a 5-mi. (8-km) radius of the site center point. Major land uses within the region, mapped by the updated National Land Cover Database (NLCD), are depicted in Figure 3-1 (NLCD, 2011). The dominant land use in the region is agricultural/crops. Pasture/hay fields, low intensity developed lands, deciduous forest areas, and open space developed lands make up the other major land uses.

There has been no significant change in the regional land use near the SHINE site except the recent construction of a Dollar General Distribution Center (see Figure 3-2).

Major Population Centers and Infrastructure The City of Janesville and the City of Beloit are major population centers (more than 25,000 residents) within the 5-mi. (8-km) vicinity of the proposed site, with 63,215 residents in the City of Janesville (down from 63,480 residents in 2013) and 36,520 residents in the City of Beloit (down from 36,820 residents in 2013) (Rock County, 2018).

Visual Resources Previously, the viewshed to the north of the SHINE site consisted of agricultural fields with some light industrial development. With the recent construction of a Dollar General Distribution Center, the viewshed to the north now includes additional light industrial development adjacent to the SHINE site. Consistent with the Department of Interior-Bureau of Land Management Visual Resource Management System, this setting would be classified as C, meaning a low quality visual rating, and a low sensitivity rating, consistent with the ratings reported in the ER. Figure 3-3 provides updated photos of the pre-development site.

3.2 Air Quality and Noise Regional Climatology In the FEIS the NRC cited climatological data from the Afton Station for the period of 1981 to 2010.

Climatological data for that station has not been updated since 2010. In the absence of data from the Afton Station, data from the First-order stations (those operating 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> per day, year around) from Madison, WI and Rockford, IL (NCDC, 2018a and NCDC, 2018b) were evaluated against that data presented in the Environmental Report. These comparisons are detailed in Table 3-1 and Table 3-2.

Regional Air Quality In 2015, the EPA strengthened the 8-hour National Ambient Air Quality Standards (NAAQS). The EPA decreased the 8-hour ozone standard from the 2008 Ozone NAAQS (75 ppb) to 70 ppb. The EPA published the list of counties that are not in attainment with the 70 ppb standard based on ozone monitoring data (EPA, 2018). A number of Wisconsin counties were out of compliance with ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 15 of 59 the 2015 revised ozone standard in 2018, including Door County, Kenosha County, Manitowoc County, Milwaukee County, Oneida County, Ozaukee County, and Sheboygan County. Rock County is in compliance with the ozone standard. Previously, only Door and Sheboygan County were not in compliance the 8-hour 2008 Ozone NAAQS.

Severe Weather The FEIS considered extreme weather events in Rock County through 2013 as reported by the National Climatic Data Center (NCDC). From 2014 to November 2018 the following extreme weather events have been observed in Rock County: cold/wind chill, winter weather, heat, thunderstorms, lightning, hail, strong winds, funnel clouds, tornadoes, heavy rain, floods, and flash floods. For the period of 2014 to November 2018, extreme weather events in Rock County occurred on 99 days with deaths or injuries occurring on 4 of those days and property damage occurring on 31 of those days (NCDC, 2018c).

In addition, one tornado, an F1, occurred on July 18, 2015. A second tornado, an F0, occurred on June 28, 2017. The F2 tornado recorded in 1998 remains the strongest tornado event in Rock County (NCDC, 2018c).

Local Meteorology Table 3-1 and Table 3-2 show small respective differences among the various climatic parameters published in 2011 and those published in 2018. However, the dominant wind remain remains from the west. None of the differences indicate substantive changes in local meteorology and air dispersion conditions in the environment of the SHINE site.

Noise There has been no major change in the baseline noise conditions at the SHINE site. Baseline noise conditions are characterized by continuous daytime vehicle noise generation associated with traffic along U.S. Highway 51 and intermittent noise generated by take-offs and landings of aircrafts at SWRA. The Dollar General Distribution Center, which was constructed in 2017, and is located approximately 0.25 mi. (0.4 km) northeast of the site, will generate additional truck traffic and traffic noise on State Trunk Highway 11 between the Dollar General Distribution Center and Interstate 39/90. Updated information as of 2016, provided in Table 3-3 and Table 3-4, indicates that the traffic volumes in the vicinity of the site were consistent with those considered in the FEIS, with only minimal changes (WDOT, 2016a and WDOT, 2016b). There are no other industries or businesses within 1 mi. (1.6 km) of the site that are characterized by notable noise emissions.

The nearest noise-sensitive receptors have not changed since the issuance of the FEIS. The nearest noise receptors to the SHINE site are Airport Park (0.30 mi. [0.48 km] to the northwest); a residence immediately west of Airport Park (0.33 mi. [0.53 km] to the northwest); and a church, Iglesia Hispania Pentecostes (0.35 mi. [0.56 km] to the south). There are no other known traffic-related noise receptors within an audible range of the SHINE site.

3.3 Geologic Environment Seismology Since the issuance of the FEIS, two earthquakes have occurred within 200 mi. (322 km) with a magnitude equal to or greater than 2.5. Both occurred in 2015. The first occurred approximately 1.9 mi. (3 km) west-northwest of Lake in the Hills, Illinois or about 70 mi. (113 km) southeast of the ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 16 of 59 SHINE site. The earthquake occurred in March 2015 and was recorded as a magnitude 2.9 event.

The second occurred approximately 3 mi. (5 km) south of Galesburg, Michigan or about 185 mi. (298 km) southeast of the SHINE site. The earthquake occurred May 2015 and was recorded as a magnitude 4.2 event. This earthquake equals in magnitude the largest earthquake considered in the FEIS, but is considerably farther away at 185 mi. (298 km) compared to 80 mi.

(130 km) (USGS, 2018).

3.4 Water Resources In the FEIS the NRC cited Afton Station (Station 05430500) for the measure of mean annual discharge and the 90 percent exceedance flow. The values for exceedance flow have not been updated since the FEIS was issued. The average of annual discharge means for water years 2012 to 2016 is 2,263 cfs compared to 2,015 for water years 1914 to 2012 (USGS, 2012; USGS, 2013; USGS, 2014; USGS, 2015; USGS, 2016). For water year 2016, the annual mean flow was 3,051 cfs as compared to 1,927 cfs for water year 2012. The drainage area upstream of the Afton Station remains at 3,340 square miles (USGS, 2016).

The Monterey Dam on Rock River in Janesville was removed in July 2018. The removal of the dam was done in compliance with Wisconsin State Statute 31. The monthly flow data for the Afton Station (Station 05430500) is updated through April 2018 which is prior to the dams removal. As such, no determination can be made as to the effect of the dam removal on downstream flows as recorded at the Afton Station.

3.5 Ecological Resources Invasive Species The Wisconsin Department of Natural Resources (WDNR) has revised the Wisconsin's Invasive Species Identification, Classification and Control Rule (Chapter NR 40, Wisconsin Administrative Code) to list additional species (WDNR, 2015). None of the newly-listed invasive species were identified as present on the site during the surveys conducted for the ER but may be present in nearby offsite areas. Only one of the newly-listed species, Sorghum halepense (Johnson grass),

was observed near the site in 2013.

Protected Species Table 3-5 lists five additional threatened or endangered species or species of special concern that could be present near the SHINE site (WDNR, 2018 and USFWS, 2018). The list includes one federally listed mammal, one federally listed reptile, one federally listed insect, one federally listed plant, and one state listed bird. None of the new species were observed on or near the SHINE site during the series of field studies conducted over a 1-year period extending from October 2011 to September 2012.

3.6 Historical and Cultural Resources There are no new listings on the National Register of Historic Places within the 5-mi. (8 km) radius of the SHINE site.

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2200-02-01 Revision 4 Page 17 of 59 3.7 Socioeconomics Resident Population The total population estimate for Rock County has decreased from 160,129 in 2012 to 159,372 in 2017. The City of Janesville and the City of Beloit are major population centers (more than 25,000 residents) within the 5-mi. (8-km) vicinity of the proposed site, with 63,215 residents in the City of Janesville (down from 63,480 residents in 2013) and 36,520 residents in the City of Beloit (down from 36,820 residents in 2013) (Rock County, 2018).

ER Subsection 19.3.7 cited the residential distribution of the majority of the construction and operational workforces for the SHINE facility. Updated residential distribution data is provided in Table 3-6. Comparing the 2013 Census Transportation Planning Products, 5-year American Community Survey to the 2010 data, the total labor force of Rock County, Wisconsin residing within Rock County has increased by 0.6 percent to 83.5 percent (AASHTO, 2013). Summary of the workforce of Rock County by labor type specific to the occupation categories to support operational phase is shown in Table 3-7, which demonstrates that the labor force availability in Rock County has increased and will be available to support the SHINE project during commercial operation.

Transient Population No new data is available to address temporary migrant farm workers, who might temporarily affect the local population. The number of students attending college and universities within 20 mi.

(32 km) of the site has increased from 15,970 students to 16,027 students (NCES, 2018).

Race and Ethnicity of the Resident Population The 2017 demographic profiles for the City of Janesville and Rock County are provided in Table 3-8. The total minority population in the City of Janesville has decreased from 2010 to 2017 from 11.2 percent to 11.0 percent of the total population. The total minority population in Rock County has increased from 2010 to 2017 from 15.5 percent to 16.7 percent of the total population.

These represent minimal changes from the data considered in the FEIS.

Income (Population and Household)

The median family and per capita incomes for the City of Janesville, Rock County, and State of Wisconsin are provided in Table 3-9. The family and per capita median income have increased since the issuance of the FEIS for the City of Janesville, Rock County, and the State of Wisconsin.

Labor Force and Unemployment The 2017 civilian labor force in the City of Janesville is 33,986 compared to 32,862 in 2013. This represents a 3.4 percent increase from the total labor force in 2013. Similarly, the labor forces in Rock County and the State of Wisconsin have increased over this same time period, at 4.3 percent and 2.4 percent, respectively. The unemployment rates for the City of Janesville and Rock County have been consistently higher than the state unemployment rates between 2013 and 2017.

Table 3-10 provides the civilian labor force, total employed workforce, total unemployed workforce, and unemployment rates between 2013 and 2017 for the City of Janesville, Rock County, and State of Wisconsin. At the city, county, and state levels, the number of unemployed workers has decreased over a 5-year period (WDWD, 2017).

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2200-02-01 Revision 4 Page 18 of 59 In 2017, trade, transportation, and utilities was the largest employment category in Rock County (27.67 percent of total jobs in the Rock County), followed by education and health services (17.97 percent) and manufacturing (17.69 percent). These industries were also the largest employment categories for the state data for 2017. The industries in Rock County that have captured a larger percent of the workforce since the issuance of the FEIS are natural resources and mining; manufacturing; trade, transportation, and utilities; and professional and business services. Table 3-11 provide a summary of the employment by industry within Rock County (BLS, 2017a).

The top 10 employers in Rock County, as reported by the Rock County Development Alliance (RCDA), provide an illustration of the diversity of the local economy (Table 3-12). Based on comparison with Rock Countys total employed labor force of 82,531 (Table 3-10), the combined employment of the top 10 employers accounts for approximately 14 percent of the total Rock County employment. The top 10 employers in the City of Janesville include three employers with greater than 1,000 employees: Mercy Health System, Janesville School District, and Rock County Government (RCDA, 2019).

Poverty Rates The percent of people living below U.S. census poverty thresholds for the City of Janesville, Rock County, and Wisconsin are provided in Table 3-13. The percentages of families and people living below the poverty level in Rock County and Wisconsin are relatively consistent with those considered in the FEIS (less than a 1 percent change) and decreased slightly for the City of Janesville (USCB, 2018).

Housing Housing unit characteristics, including the number of units available and vacancy rates in the City of Janesville and Rock County are provided in Table 3-14. The vacancy rates for both homeowners and renters have gone down in the City of Janesville and in Rock County since the issuance of the FEIS. The number of vacant units in the City of Janesville has gone down from 1,721 in the 2009-2011 estimates to 1,209 in the 2013-2017 estimates. The number of vacant units in Rock County has gone down from 5,478 in the 2009-2011 estimates to 4,279 in the 2013-2017 estimates (USCB, 2018).

Transportation The average annual daily traffic counts in the vicinity of the site for 2016 are provided in Table 3-3.

Estimated annual average peak and daily traffic totals in the vicinity of the site are provided in Table 3-4. Updated traffic counts and estimates indicate small changes from the 2010 data considered in the FEIS, without a discernable pattern (i.e., data does not indicate a substantial increase or decrease in traffic near the SHINE site).

Tax Payment Information The State of Wisconsin has a flat corporate tax rate of 7.9 percent. Wisconsin assesses a variable tax rate on earned income. The personal income tax rate ranges from 4.0 to 7.65 percent depending on income level and marital status (adjusted from 4.0 to 7.75 as discussed in the FEIS).

Wisconsin has a statewide sales tax rate of 5 percent. An additional 0.5 percent is added by Rock County as local sales tax. Property tax on owned property is assessed at the county and municipal levels (City of Janesville, 2018a).

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2200-02-01 Revision 4 Page 19 of 59 The total net property tax rate in Rock County varies depending on which city and school district the property is located in. The net property tax rate for the SHINE site, which is located in the City of Janesville and the Janesville School District, is $25.9166 per $1,000 of assessed value in 2018.

This is an increase from the 2012 net tax rate of $25.0148 per $1,000 of assessed value (City of Janesville, 2018a).

In 2017 and 2018 the Janesville School District collected $36,260,850.00 in school district tax levies based on Department of Public Instruction (DPI) data (DPI, 2018). This represents a small increase from the 2012 and 2013 taxes discussed in the FEIS, which were $36,077,620. The full property tax value for the City of Janesville in 2017 was $4,605,798,000 (compared to

$3,895,706,200 in 2012) (WDOR, 2018). The City of Janesvilles proposed budget for 2018 lists a total estimated assessed value of real and personal property at $4.1 billion (compared to $3.9 billion in 2013) (City of Janesville, 2018b).

Public Services The EIS cited the local public school enrollments near the SHINE site. Based on Department of Public Instruction data (DPI, 2016), the student enrollment in 2016 in Rock County was 27,918 (see Table 3-15), a decrease of approximately 0.4 percent from 2012 enrollment.

3.8 Human Health In February 2018, SHINE completed construction of Building One, which is an additional nearby facility that stores, uses, and releases radioactive material. This building is located adjacent to the SHINE site. Building One is used to perform demonstration testing of the accelerators used in the production process in support of final design activities. The State of Wisconsin Department of Health Services has licensed SHINEs use of radioactive materials in Building One. The demonstration activities conducted in Building One utilize primarily tritium. No uranium will be used as a target during the conduct of these demonstration activities.

The accelerator will be tested in Building One while contained in a shielded structure. During the demonstration, personnel exposures will be monitored to ensure an unsafe condition is not created. Additional monitoring on the perimeter of Building One and the exhaust stack will be performed.

During operation of the main production facility, SHINE will perform environmental monitoring as part of the Radiological Environmental Monitoring Program (REMP) and compare results to the values established during baseline monitoring. SHINE previously described plans to complete baseline monitoring prior to beginning construction of the SHINE facility. SHINE now intends to complete baseline monitoring prior to commencement of operations. Additional details of SHINEs REMP are provided in FSAR Chapter 11.

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2200-02-01 Revision 4 Page 20 of 59 Table 3-1 Madison, Wisconsin Climatic Data Element 2011 Value 2018 Value Normal Daily Maximum (°F) 55.8 55.9 Normal Daily Minimum (°F) 36.4 36.8 Normal Precipitation (in) 32.95 34.48 Normal No. of Days with Precipitation >= 0.01" 124.9 124.8 Normal Snowfall (in) 49.9 50.9 Normal No. of Days with Snowfall >= 1.0 14.2 14.7

Reference:

NCDC, 2018a ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 21 of 59 Table 3-2 Rockford, Illinois Climatic Data Element 2011 Value 2018 Value Normal Daily Maximum (°F) 57.8 59.2 Normal Daily Minimum (°F) 38.1 39.1 Normal Precipitation (in) 36.63 36.24 Normal No. of Days with Precipitation >= 0.01" 122.2 119.2 Normal Snowfall (in) 38.7 36.7 Normal No. of Days with Snowfall >= 1.0 11.2 11.0

Reference:

NCDC, 2018b ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 22 of 59 Table 3-3 Average Annual Daily Traffic Counts in the Vicinity of the Proposed Site Vehicles Per Day Traffic Count Location 2010 2016 U.S. Highway 51, south of State Trunk Highway 11 9,000 8,100 U.S. Highway 51, north of Town Line Road 9,400 8,600 State Trunk Highway 11, east of U.S. Highway 51 8,400 11,100 State Trunk Highway 11, west of U.S. Highway 51 4,500 5,100 State Trunk Highway 11, west of Interstate 39/90 12,400 12,800 Interstate 39/90, south of State Trunk Highway 11 45,700 47,400 Interstate 39/90, north of State Trunk Highway 11 50,400 53,500 Town Line Road, east of U.S. Highway 51 3,400 3,400

Reference:

WDOT, 2016a ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 23 of 59 Table 3-4 Estimated Annual Average Peak and Daily Total Traffic Counts in the Vicinity of the Proposed Site Count Site No.

Location Year of Count A.M. Peak Midday Peak P.M. Peak Daily Total 531345 U.S. Highway 51, north of Happy Hollow Road, Rock Township 2016 577 549 656 8,083 530104 U.S. Highway 51, 1.0 mi. (1.6 km) south of SWRA 2016 597 575 696 8,558 531344 State Trunk Highway 11, east of U.S. Highway 51 2016 795 642 830 11,075 531491 State Trunk Highway 11, between River Road and U.S. Highway 51 2016 427 331 432 5,084 530215 U.S. Highway 51, 0.5 mi. (0.8 km) south of Burbank Avenue, City of Janesville 2016 684 754 857 10,334 531300 Townline Road, between County Highway G and the Interstate 39/90 overpass No new information available.

Reference:

WisDOT, 2016b ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 24 of 59 Table 3-5 Additional Protected Species near the SHINE Site Species Status Date Listed Northern Long-Eared Bat (Myotis septentrionalis)

Federally Threatened 05/04/2015 Eastern Massasauga (rattlesnake) (Sistrurus catenatus)

Federally Threatened 09/30/2016 Rusty patched bumble bee (Bombus affinis)

Federally Endangered 03/21/2017 Eastern prairie fringed orchid (Platanthera leucophaea)

Federally Threatened 09/28/1989 Upland Sandpiper (Bartramia longicauda)

State Threatened 01/01/2014

References:

WDNR, 2018 and USFWS, 2018 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 25 of 59 Table 3-6 Rock County Labor Force Distribution by County of Employee Residence County of Employee Residence State Rock County Labor Force Number Percent 2010 2013 2010 2013 Rock County WI 56,850 55,100 82.9%

83.5%

Winnebago County IL 4,095 3,690 6.0%

5.6%

Dane County WI 1,990 1,920 2.9%

2.9%

Walworth County WI 1,455 1,345 2.1%

2.0%

Green County WI 1,325 1,120 1.9%

1.7%

Jefferson County WI 1,090 1,015 1.6%

1.5%

Milwaukee County WI 265 180 0.4%

0.3%

Boone County IL 250 240 0.4%

0.4%

Stephenson County IL 85 75 0.1%

0.1%

Reference:

AASHTO, 2013 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 26 of 59 Table 3-7 Comparison of Estimated Major SHINE Labor Force Needs with Estimated Rock County Available Work Force - Operational Phase Occupation SHINE Peak Need Estimate of Availability 2011 2017 Operation Support 53 First line supervisors of production and operating workforces 340 470 Production/Operations 49 Industrial production managers 110 110 Tech Support(a) 53 Maintenance 500 770 Engineers 90 90 Craftspeople 2,000 2,310 Total Operational Labor Force(b) 200 a)

Tech support subcategories include: maintenance (machinery maintenance workers and general maintenance and repair workers), engineers (industrial engineers and mechanical drafters), and craftspeople (janitors and cleaners, landscaping and groundskeepers, electricians, plumbers and pipefitters, industrial b)

SHINE total labor force estimate at peak month includes all labor categories (including administrative and support personnel)

References:

BLS, 2017b ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 27 of 59 Table 3-8 Race and Ethnicity for the City of Janesville and Rock County City of Janesville Rock County Total Population 63,957 161,226 Race (percent of total population, Not-Hispanic or Latino)

White 89.0 83.3 Black or African American 1.9 4.4 American Indian and Alaska Native 0.1 0.1 Asian 1.5 1.2 Native Hawaiian or Other Pacific Islander alone 0.0 0.0 Some other race 0.0 0.0 Two or more races 2.3 2.6 Ethnicity Hispanic or Latino 5.3 8.4 Minority Population (including Hispanic or Latino)

Total Minority Population 7055 26,881 Percent Minority Population 11.0 16.7

Reference:

USCB, 2018 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 28 of 59 Table 3-9 Median Family and Per Capita Income for the City of Janesville, Rock County, and Wisconsin Family Per Capita City of Janesville

$66,290

$27,862 Rock County

$64,322

$26,954 Wisconsin

$72,542

$30,557

Reference:

USCB, 2018 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 29 of 59 Table 3-10 Civilian Labor Force and Unemployment Rates within the City of Janesville, Rock County, and State of Wisconsin: 2013-2017 2013 2014 2015 2016 2017 Growth Rate 2013-17 (%)

City of Janesville Labor Force 32,862 32,702 33,128 33,496 33,986 3.4 Employed 30,119 30,688 31,414 32,051 32,768 8.8 Unemployed 2,743 2,014 1,714 1,445 1,218

-55.6 Unemployment Rate (%)

8.3 6.2 5.2 4.3 3.6

-56.6 Rock County Labor Force 82,183 82,308 83,405 84,444 85,722 4.3 Employed 75,847 77,627 79,082 80,725 82,531 8.8 Unemployed 6,336 5,041 4,323 3,719 3,191

-49.6 Unemployment Rate (%)

7.7 6.1 5.2 4.4 3.7

-51.9 State of Wisconsin Labor Force 3,079,141 3,082,695 3,094,300 3,130,683 3,152,287 2.4 Employed 2,873,047 2,915,803 2,954,230 3,005,503 3,048,088 6.1 Unemployed 206,094 166,892 140,069 125,180 104,199

-50.0 Unemployment Rate (%)

6.7 5.4 4.5 4

3.3

-50.7

Reference:

WDWD, 2017 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 30 of 59 Table 3-11 Employment by Industry in Rock County for 2017 Employment Industry Number Percent Natural Resources and Mining 646 1.12 Construction 2,800 4.85 Manufacturing 10,214 17.69 Trade, Transportation, Utilities 15,974 27.67 Information 1,447 2.51 Financial Activities 1,792 3.10 Professional and Business Services 5,925 10.26 Education and Health Services 10,373 17.97 Leisure and Hospitality 6,877 11.91 Other Services 1,681 2.91

References:

BLS, 2017a ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 31 of 59 Table 3-12 Largest Employers within Rock County, City of Janesville Employer Employees Product/Service Top 10 Employers within Rock County Mercy Health System 2,635 Medical Services Janesville School District 1,515 Public Education Beloit School District 1,199 Public Educations Rock County 1,189 Government Beloit Memorial Hospital 1,108 Medical Services Grainger (Lab Safety) 910 Safety Equipment Distribution Wal-Mart/Sams Club 819 Retail Frito-Lay 700 Snack Foods Seneca Foods Corporation 700 Food Processing SSI Technologies/Bournes 560 Automobile Control Devices Top 10 Employers within the City of Janesville Mercy Health System 2,635 Medical Services Janesville School District 1,515 Public Education Rock County 1,189 Government W.W. Grainger (Lab Safety) 910 Safety Equipment Distribution Wal-Mart/Sams Club 819 Retail Seneca Foods Corporation 700 Food Processing SSI Technologies/Bournes 560 Automobile Control Devices Blackhawk Technical College 517 Technical College Woodmans Good Market, Inc.

490 Supermarkets Blain Supply Company/Farm & Fleet 490 Wholesale distributors/retail

Reference:

RCDA, 2019 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 32 of 59 Table 3-13 People Living Below U.S. Census Poverty Thresholds for the City of Janesville, Rock County, and Wisconsin Families All People City of Janesville 10.2%

13.3%

Rock County 11.1%

14.3%

Wisconsin 8.1%

12.3%

Reference:

USCB, 2018 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 33 of 59 Table 3-14 Housing Unit Characteristics for the City of Janesville and Rock County Total Number of Housing Units Number of Vacant Housing Units Homeowner Vacancy Rate Renter Vacancy Rate City of Janesville 27,679 1,209 0.6%

2.4%

Rock County 68,761 4,279 0.9%

2.9%

Reference:

USCB, 2018 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 34 of 59 Table 3-15 Public School Enrollment within Rock County District Student Enrollment (2016)

Number of Schools Beloit School District 7,012 15 Beloit Turner School District 1,528 4

Clinton Community School District 1,162 3

Edgerton School District 1,853 4

Evansville Community School District 1,838 4

Janesville School District 10,321 23 Milton School District 3,437 7

Parkview School District 767 3

Total, Rock County 27,918 63

Reference:

DPI, 2016 ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 35 of 59 Figure 3-1 Major Land Uses within the Region

Reference:

NLCD, 2011 ilSHINE Health. Illuminated':

22 Oevclcped~ I.cw lnten5ity 23 DeYelopeci. Medium lnten.slty 2~ O~voh;ipod~ High lri1ons.it.y 91 Barron L.aod (Rocl.'.IS.alWI/Cloy) 41 OeciduO.$ Forest 51 Ow.art S,;ruti*

52 Shrub/Scrub

=:J 71 Ora, olandlHorbaC8<Mi n Sedge/H-1:eous*

95 Emer,gerwt H.eti>ac;eoo~ We-1Jand5

2200-02-01 Revision 4 Page 36 of 59 Figure 3-2 Aerial View of the SHINE Site Dollar General Distribution Center SITE BOUNDARY SAFETY-RELATED AREA 1 MILE (1.6 KM) RADIUS ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 37 of 59 Figure 3-3 Visual Setting of the SHINE Site View of the Proposed SHINE Site from U.S. Highway 51 Looking Northeast View of the Proposed SHINE Site from U.S. Highway 51 Looking East View of the Proposed SHINE Site from U.S. Highway 51 Looking Southeast ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 38 of 59 4 Impact of Proposed Operation and Decommissioning No new or different information has been identified about the impacts of decommissioning on any resource area, except for impacts due to cumulative effects. Therefore, decommission is not discussed in this section except in Section 4.13, Cumulative Effects. None of the new or different information provided in this supplement affects the conclusions reached in the FEIS. Therefore, the impacts of decommissioning on all resource areas are SMALL, except for the impact on transportation, which are MODERATE, consistent with the FEIS. Neither minority nor low-income populations, nor general population living near SHINE would be adversely affected during decommissioning. Additional information about decommissioning is provided in FSAR Chapter 15. Additionally, SHINE will submit detailed decommissioning plans, including a consideration of environmental impacts, prior to commencing decommissioning activities in accordance with 10 CFR § 51.53(d).

The impacts due to construction activities are not updated. In accordance with 10 CFR § 51.53(b), this report updates the information relevant to the Operating License, as impacts from construction have already been analyzed, and construction of the facility has been approved.

4.1 Land Use and Visual Resources Land Use As described in Section 2, the SHINE site boundaries have not changed but the production facility center point and safety-related area center points have been moved approximately 55 ft south since the issuance of the FEIS. However, the safety-related area and all buildings remain concentrated in the center of the site. The aerial view of the SHINE site has been updated to include recent satellite imagery (see Figure 3-2). The building will have a smaller footprint, a similar overall height, a shallower excavation for the foundation, and a smaller permanently disturbed area. Thus, none of the new and different information identified affect the conclusions reached in the FEIS and the impacts on land use during operation are SMALL.

Visual Resources The buildings will have a smaller footprint and a similar overall height as described in Section 2.

Thus, none of the new and different information identified affect the conclusions reached in the FEIS and the impacts on visual resources during operation are SMALL.

4.2 Air Quality and Noise Air Quality Gaseous effluents resulting from operation of the SHINE facility are from two types of processes:

isotope production and fuel combustion.

Estimates of gaseous effluents from the isotope production process have changed due to process design changes, including the removal of the thermal denitration process. Updated estimates of gaseous radioactive effluents are provided in Table 2-2. An overview of the isotope production process is provided in FSAR Chapter 4. None of the modifications to the radioisotope production processes affect the conclusions reached in the FEIS. Therefore, the impacts on air quality due to isotope production during operations are SMALL, consistent with the conclusion reached in the FEIS.

ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 39 of 59 Gaseous effluents from fuel combustion comes from the standby natural gas fired generator, the facility heating system, and emissions from commuting workers. The number of commuting workers has increased from 150 to 200 workers. However, the emissions due to onsite fuel combustion sources have been reduced by the replacement of the standby diesel fired generator with a standby natural gas fired generator, as shown in Table 2-3. The expected emissions due to fuel combustion during operations are bounded by those considered in the FEIS. Total concentrations (including background concentrations) for any pollutant released from the SHINE facility will not exceed the applicable NAAQS. Total emissions of criteria pollutants remain below the major source threshold of 100 tons per year (TPY) that would require a Title V permit and are below 250 TPY, which is the threshold for triggering prevention of significant deterioration requirements. Total greenhouse gases (GHGs) will be below the 75,000 TPY of carbon dioxide equivalent threshold for prevention of significant deterioration and Title V permits set in the Greenhouse Gas Tailoring Rule. Given that air emissions from operation will not exceed NAAQS, that estimated emissions from operation-related activities will be below the 100-TPY major source threshold, and that Rock County is designated attainment/unclassifiable status, the impacts on air quality due to fuel combustion during operation are SMALL, consistent with the conclusion reached in the FEIS.

Noise The FEIS concluded that the added traffic volume due to an operational workforce of 150 employees would increase the levels near U.S. Highway 51 by about 1 dBA. Most people are unable to discern noise level differences less than about 3 dBA. The increase in the operational workforce from 150 employees to 200 employees will still be within the undetectable noise range.

The number of flight operations at the SWRA has slightly decreased from 38,400 flights per year in 2014 to 34,877 flights per year for the 12-month period from May 2017 to April 2018 (FAA, 2018),

suggesting that background noise levels have decreased slightly. Outgoing shipments of product from the SWRA are not expected to significantly increase the number of flights or per year or noticeably increase the noise levels from the SWRA. Given that noise emissions from operating equipment are not expected to be audible beyond the site, that additional noise emissions caused by worker vehicles are minor, and that noise emissions from shipments are not anticipated to increase noise levels from current airport operations, the offsite noise impacts during operation are SMALL, consistent with the conclusion reached in the FEIS.

4.3 Geologic Environment None of the new and different information about geologic hazards described in Section 3.3 affect the conclusion reached in the FEIS that the site is located in a region with a low seismic hazard.

Changes to construction parameters, including a reduced excavation depth, a reduction in total excavated materials, and adjustments to the sites stormwater management plan are described in Section 2. The implementation of stormwater management principals, including stormwater infiltration cells, will effectively reduce surface erosion and sediment transport. The facility will be sited, designed, and constructed in accordance with applicable building codes, which provide for the evaluation of site geologic and soil conditions, including potential seismic hazards. Therefore, the impacts on the geological environment during operation are SMALL, consistent with the conclusion reached in the FEIS.

ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 40 of 59 4.4 Water Resources Surface Water There are no surface-water features on the SHINE site. As described in the FEIS, the nearest water bodies are the nearby unnamed tributary to Rock River, located 1.6 mi. (2.6 km) south of the SHINE site, and the Rock River, located 1.9 mi. (3.1 km) southwest of the SHINE site.

Changes to the stormwater management plan are described in Section 2. The stormwater system is designed to address the 1-year, 2-year, 10-year and 100-year storm events, as required by the City of Janesville, and to minimize the existence of standing water per the SWRA Overlay District zoning requirements. No discharge of stormwater associated with industrial activity (i.e., where stormwater can come into contact with stockpiles, raw materials, or process areas) will occur.

There will be no discharges of radiological effluents to surface water.

Additionally, SHINE will no longer be using an underground storage tank for diesel fuel storage. A natural gas fired generator has replaced the standby diesel generator discussed in the FEIS. The amount of diesel stored onsite has been greatly reduced, reducing the risk of oil spills.

Given that SHINE will not divert or withdraw surface water to support facility operations, that a site-specific plan that details stormwater pollution prevention measures will be in place, and that the storage and use of fuel onsite has been greatly reduced, the impacts on water hydrology, quality, and use from operation will are SMALL, consistent with the conclusion reached in the FEIS.

Groundwater Routine facility operation should have no impact on local groundwater hydrology because of the depth of groundwater and provisions for proper design and construction of the sites stormwater management plan. Additionally, SHINE no longer plans to store diesel fuel in an underground storage tank, reducing the risk associated with an oil spill. Furthermore, SHINE will not use onsite groundwater nor discharge liquid effluents to the subsurface.

Water used by the SHINE facility will be supplied by the City of Janesville Water Utility. The changes to anticipated water needs are discussed in Section 2.3, with daily water use increasing from 6,073 gpd (23,005 lpd) to 10,360 gpd (39,217 lpd).

Given that SHINE will not use groundwater from onsite sources, and the estimated water demand will be a very small percent (less than 0.1 percent) of the City of Janesville Water Utilitys total capacity, the impacts on groundwater from operation are SMALL, consistent with the conclusions reached in the FEIS.

4.5 Ecological Resources The height of the production facility exhaust stack, the tallest structure onsite, has increased approximately 1 ft from 66 ft (20 m) to 67 ft (20 m). This change is minimal; therefore, the mortality from bird collision is expected to remain negligible. Changes to the list of invasive species and threatened or endangered species are described in Section 3.5. None of the newly identified species were present at the SHINE site during the 2011 and 2012 field investigations. Thus, no new and different information has been identified that would change the conclusions reached in the FEIS.

ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 41 of 59 Indirect impacts during operation could include runoff that may contain sediments, contaminants from the road and parking surfaces, or herbicides. However, the stormwater management plan includes infiltration ponds and filtration grasses to prevent excessive runoff.

Given that mortality from bird collisions is expected to be negligible, habitat disturbances during operations would be minimal, any disturbed wildlife could find similar habitat in the vicinity, and no aquatic features or federally or state-listed species occur on the proposed site, the impacts to ecological resources during operations are SMALL, consistent with the conclusions reached in the FEIS.

4.6 Historical and Cultural Resources As discussed in Section 3.6, no new or different information has been identified about historical and cultural resources. Therefore, the impacts of operation on the historical and cultural resources are SMALL, consistent with the conclusion reached in the FEIS.

4.7 Socioeconomics The socioeconomic impacts on the City of Janesville and Rock County resulting from operation of the SHINE facility are SMALL and no mitigation measures are required to minimize socioeconomic impacts. New or different information pertaining to socioeconomic impacts is provided in Section 3.7.

Population Impacts Under the conservative assumption that all operational workers relocated to Rock County, the addition of 200 operational workers results in an estimated population increase of approximately 0.1 percent of the 2018 population of Rock County (Rock County, 2018). The total number of jobs generated during operations represents less than 1 percent of the available labor force in Janesville and Rock County (see Table 3-10). Additionally, there is sufficient available housing in the City or Janesville and Rock County to accommodate the population increase (see Table 3-15).

Most operations staff are not anticipated to require relocation to Rock County. Thus, the impacts of population increase on employment and housing availability due to operation are SMALL, consistent with the conclusion reached in the FEIS.

Tax Revenue As described in Section 3.7, changes to local tax revenue since the issuance of the FEIS have been minimal. Therefore, tax revenue impacts during operations are SMALL, consistent with the conclusion reached in the FEIS.

Transportation An abbreviated Traffic Impact Analysis (TIA) was completed in 2017 to evaluate the impacts of the larger operational workforce on traffic conditions.

The TIA assessment compared the projected traffic volumes in 2020 without the SHINE facility operating to the volumes expected during the operations phase of the SHINE facility in 2020. The study assessed traffic conditions at the intersections of U.S. Highway 51 and State Trunk Highway 11, State Trunk Highway 11 and South County Road G, U.S. Highway 51 and Town Line Road, and the intersection of U.S. Highway 51 and the entrance to the SHINE facility. The TIA ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 42 of 59 concluded the level of service did not change with the addition of SHINE operational workers for any of the analyzed intersections during either the morning or evening peak traffic times.

The traffic operations analysis indicates that the existing nearby intersections are capable of accommodating the additional traffic volumes without a change of service, and without the need for geometric modifications. Because the updated TIA showed no degradation of service, the impacts of operation are SMALL.

Public Services Increase in local populations due to operation of the SHINE facility will be minimal. Therefore, the impact of increased demand on community services, including recreational activities, tourism, and education during SHINE operations are SMALL, consistent with the conclusion reached in the FEIS.

4.8 Human Health Nonradiological Impacts The chemical inventory of major chemicals used during operations of the SHINE facility, including source terms and consequences of accidents involving hazardous chemicals, is provided in FSAR Chapter 13.

Nonradiological exposures from the SHINE facility to workers and members of the public will be regulated by the State of Wisconsin in accordance with the Wisconsin Administrative Code. Given that SHINE will manage and minimize worker hazards by complying with Occupational Safety and Health Administration (OSHA) and State of Wisconsin regulations, and by using multiple planned features (e.g., facility design, Chemical Hygiene Plan, supervision, training, and protective equipment), the impacts to workers and members of the public during routine operations are SMALL, consistent with the conclusion reached in the FEIS.

Radiological Impacts Sources and types of radioactive gaseous effluents are discussed in Section 2 and FSAR Chapter 4. FSAR Chapter 11 provides information on control of radiation exposure to workers and the public.

Occupational and public exposures due to operations at the SHINE site are as low as reasonably achievable (ALARA). Exposure minimization goals are met through both engineered and administrative controls. SHINE will comply with the 10 CFR Part 20 annual dose limits to members of the public from a licensed facility of 100 mrem (1 milliSievert [mSv]) for normal operations. In addition, SHINE will comply with 10 CFR § 20.1101(d), which imposes a constraint of 10 mrem (0.1 mSv) on radiological gaseous effluents to ensure that doses to members of the public are ALARA. In accident scenarios, SHINE will implement an accident dose criterion of 500 mrem (5 mSv) to the public. Adherence to these limits ensures that radiological impacts of operation are SMALL, consistent with the conclusion reached in the FEIS.

4.9 Waste Management The radiological waste management program, including administrative controls, waste processing systems, and types and quantities of radiological waste and radiological waste shipments, are described in FSAR Chapter 11. No new or different information has been identified that would affect the conclusions reached in the FEIS. SHINE will use engineered design features and ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 43 of 59 programmatic elements to minimize radioactive contamination and chemical contamination, and operate within the NRCs, Department of Transportations (DOTs), and State of Wisconsins radiation requirements. Therefore, the impacts of waste management during operation are SMALL, consistent with the conclusion reached in the FEIS.

4.10 Transportation Nuclear Materials Transported SHINE will ship medical isotope product and radioactive waste from the SHINE facility. SHINEs preferred method of product shipment is to transport products by carrier truck from the facility to the SWRA when shipping to domestic recipients, and to OHare International Airport for international recipients.

Common carrier trucks will ship radioactive waste to EnergySolutions in Clive, Utah and Waste Control Specialists in Andrews, Texas, as described in the FEIS. Additional information about shipments, including waste types, quantities, and shipment frequencies, can be found in FSAR Chapter 11. SHINE and the common carrier trucks will be required to adhere to the applicable regulatory packaging and transportation requirements for radioactive material in NRC regulations (10 CFR Parts 20, 40, and 71), the State of Wisconsin Administrative Code Chapter Trans 326, (Transportation), and DOT requirements (49 CFR Parts 172 and 173). These regulations help ensure public health and safety on roadways; therefore, the impacts due to nuclear materials transportation during operation are SMALL, consistent with the conclusions reached in the FEIS.

4.11 Postulated Accidents Maximum Hypothetical Accident The maximum hypothetical accident (MHA) is a conservative evaluation and represents the bounding consequences for potential design basis accidents at the SHINE facility. The MHA is an event that could result in radiological consequences exceeding those of any credible accident. It is a bounding calculation on the radiological consequences of postulated design basis accidents at SHINE. The MHA is used to demonstrate that the maximum radiological consequences in operating the facility at a specific site are within acceptable accident dose limits. The MHA for the irradiation facility and the MHA for the radioisotope production facility, including resulting dose consequences, are described in FSAR Chapter 13a2 and FSAR Chapter 13b, respectively. The calculated doses for the MHA do not exceed SHINEs accident dose criterion of 500 mrem (5 mSv) to a member of the public. Therefore, the impacts from potential radiological accidents are SMALL, consistent with the conclusions reached in the FEIS.

Hazardous Chemical Accidents Hazardous chemical accidents, including the chemical source terms, concentrations, and resulting consequences, are described in FSAR Chapter 13. The impacts to the maximum offsite individual from the potential uncontrolled release of hazardous chemicals under accident conditions may include mild transient adverse health effects but would not include serious irreversible health effects. SHINEs hypothetical nonradiological accident exposures meet the safety criteria defined in FSAR Section 3.1. Therefore, the impacts from potential chemical accidents during operation are SMALL, consistent with the conclusions reached in the FEIS.

ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 44 of 59 4.12 Environment Justice Since the issuance of the FEIS, the minority and the low-income populations in the City of Janesville have slightly decreased (see Table 3-8). The nearest resident remains about 0.33 mi.

away. Minority and low-income populations have neither increased nor moved closer to the SHINE site since the issuance of the FEIS; therefore, none of the new of different information identified since the FEIS impacts the conclusions reached in the FEIS.

Potential impacts to minority and low-income populations during operations would mostly consist of radiological and nonradiological human health and environmental (e.g., noise and traffic) effects.

The impacts of operation on the surrounding community for all resource areas are SMALL.

Therefore, neither minority nor low-income populations, nor general population living near SHINE would be adversely affected during operations, consistent with the conclusion reached in the FEIS.

4.13 Cumulative Effects SHINE considered new or different information that could affect the analysis of cumulative impacts during operation and decommissioning. Cumulative impacts may result when the environmental effects associated with the SHINE facility are overlaid or added to temporary or permanent effects associated with other past, present, and reasonably foreseeable actions. Recent past, present, and reasonably foreseeable future actions within Rock County are provided in Table 4-1. Projects discussed in the FEIS were only included in the following analysis is they have new or different operations since the issuance of the FEIS.

Land Use and Visual Resources The projects and activities described in Table 4-1 would result in minimal changes to existing land uses because new construction would occur either within or adjacent to existing facilities or within areas currently zoned for industrial use. For example, in 2012, the City of Janesville approved a new industrial park within tax increment financing (TIF) District No. 35. When the FEIS was issued, a large distribution center, the Dollar General Distribution Center, had expressed interest in a plot of land in TIF District No. 35. Construction of the Dollar General facility commenced in 2016 and was completed in 2017. Given that the TIF District No. 35 is zoned for light industrial use, the development was compatible with current land use plans and zoning requirements. Similarly, any new developments with the TIF district, including a new facility just north of Dollar General, NaturPak Pet, would be consistent with current land use plans and zoning requirements.

Given that reasonably foreseeable new construction activities would occur within or adjacent to existing facilities or within areas zoned for industrial use and of low scenic quality, cumulative land use and visual impacts during operation and decommissioning are SMALL, consistent with the conclusion reached in the FEIS.

Air Quality and Noise None of the projects under consideration for cumulative effects are expected to have appreciable impacts on air quality and noise. TIF District No. 35 (the Dollar General Distribution Center), Alliant Energy, NorthStar Medical Radioisotopes, and United Ethanol were analyzed for cumulative air emission impacts during SHINE operation in the FEIS. The FEIS concluded that the impacts were minimal because of low emissions, the short term or temporary duration of construction activities, and/or the distance from the proposed SHINE facility. Emissions from Alliant Energy may increase with the expansion of the generating capacity. However, any currently operating or future facility with the potential to impact air quality must meet State of Wisconsin permitting requirement, ilSHINE Health. Illuminated~

2200-02-01 Revision 4 Page 45 of 59 limiting the potential cumulative impacts on air quality. Overall, the potential cumulative air quality impacts during operation and decommissioning are SMALL, consistent with the conclusion reached in the FEIS.

The FEIS analyzed potential cumulative noise impacts from transportation-related noise from aircraft traffic at the SWRA and traffic on U.S. Highway 51, occasional noise from farming equipment, and construction noise from the development of TIF District No. 35 (the Dollar General Distribution Center). The FEIS concluded that cumulative noise impacts would be SMALL.

Additional projects that may have cumulative noise impacts include the construction of NaturPak Pet and the expansion of the Alliant Energy Generation Facility. Given that these facilities are both farther from the SHINE site than the Dollar General Distribution Center, which completed construction in 2017, the cumulative noise impacts due to their construction would be bounded by those considered in the FEIS, and therefore be SMALL.

Geologic Environment Any new construction projects identified in Table 4-1 within the immediate 5-mi. (8-km) radius would require the conversion or consumption of geologic resources, including soils, rock and mineral assets. However, once construction of the SHINE facility is complete, operation of the facility will not convert or consume additional geological resources. Operation and decommissioning will not contribute to the consumption of geological resources; therefore, the cumulative impacts on geological resources are SMALL, consistent with the conclusion reached in the FEIS Water Resources No surface water will be used for the operation or decommissioning of the SHINE facility.

Therefore, there will be no incremental contribution to cumulative effects of surface-water use.

Construction and industrial stormwater management permitting requirements would ensure that cumulative effects due to stormwater runoff and erosion are minimal.

Radioactive liquid discharges from the SHINE facility to the sanitary sewer are made in accordance with 10 CFR § 20.2003 and 10 CFR § 20.2007. The WTP has an average design wet weather flow of 19.8 mega gallons per day (Mgd) (75.0 megaliters per day [Mld]), a design peak flow of 25 Mgd (94.6 Mld), and an average daily flow of 13 Mgd (49.2 Mld), which is discharged to the Rock River. The reported capacity has increased since the issuance of the FEIS and the average daily flow has decreased (City of Janesville, 2018c). Wastewater generated by the proposed SHINE facility and conveyed to the City of Janesville WTP would contribute very little

(< 0.1%) to the facilitys treatment burden with negligible impacts on receiving water quality.

Therefore, the cumulative impacts on surface water use are SMALL, consistent with the conclusion reached in the FEIS.

Groundwater is the source of water supply for municipal water suppliers and individual users in Rock County. Consistent with the information considered in the FEIS, the Janesville Water Utility still has a total capability of up to 32 Mgd and the current capacity is still approximately 10 Mgd (City of Janesville, 2018c). Operation of the SHINE facility will require a very small percentage of the available groundwater supply capacity of the Janesville Water Utility. This additional demand combined with current and forecast demands would not be expected to affect the utilitys ability to provide adequate water supplies and would not be likely to affect regional ground water conditions.

Therefore, the cumulative impacts from operations and decommissioning of the SHINE facility on groundwater resources are SMALL, consistent with the conclusion reached in the FEIS.

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2200-02-01 Revision 4 Page 46 of 59 Ecological Resources The impacts of operation and decommissioning of the SHINE facility will not noticeably alter the terrestrial and aquatic environment, and therefore, are SMALL. New development projects identified in Table 4-1, such as NaturPak Pet, are likely to have minimal impacts on ecological resources because the projects are sited within areas that are currently agricultural land, open space, or developed. These types of land covers provide low-quality habitats for wildlife, birds, and aquatic resources. However, as environmental stressors, such as runoff from agricultural fields and urban areas and climate change, continue over the proposed operation and decommissioning periods, certain attributes of the terrestrial and aquatic environment (such as habitat quality) are likely to noticeably change. The impacts are not expected to destabilize any important attributes of the terrestrial and aquatic environment because such impacts will cause gradual change, which should allow the terrestrial and aquatic environment to appropriately adapt. Therefore, the cumulative impacts during operation and decommissioning on ecological resources are MODERATE, consistent with the conclusion reached in the FEIS.

Historical and Cultural Resources The impacts to historical and cultural resources from the operations and decommissioning of the SHINE facility would be SMALL. No known historical or cultural resources or historic properties are identified within the Area of Potential Effect, as defined by the NRC in the FEIS. Therefore, the cumulative impacts during operation and decommissioning on historical and cultural resources, would be SMALL, consistent with the conclusion reached in the FEIS.

Socioeconomic Environment The socioeconomic impacts from the operation and decommissioning of the SHINE facility are SMALL. Past, present and reasonably foreseeable future projects identified in Table 4-1 could contribute to cumulative socioeconomic impacts. New or different projects that are considered in this cumulative impacts analysis that will require operational workforce concurrent with SHINE operation are the Dollar General Distribution Center, Building One, and NaturPak Pet.

The Dollar General Distribution Center employs 400 to 500 people currently and plans to increase its workforce to 600 to 700 employees in the coming year. NaturPak Pet has not published a projected schedule of construction or anticipated workforce, but operation of the facility is likely to overlap with operation of the SHINE facility. Building One will not require any additional workforce, because the facility will be staffed by SHINE employees. Demand for workers is not anticipated to create a shortage in Rock County because Rock County has sufficient labor force to meet the anticipated needs for these facilities.

The impacts of the SHINE facility on transportation are SMALL during operation and MODERATE during decommissioning. Construction projects and increases in operational workforce for facilities in Table 4-1 could produce an increase in vehicle traffic on roads with the 5-mi. (8-km) radius of the proposed SHINE site. Operation of NaturPak Pet and the Dollar General Distribution Center will overlap with the operation of the SHINE facility. Therefore, depending on whether increased vehicular activity from workers or residents on roads near the SHINE site have a noticeable impact on traffic volumes, the cumulative effect of transportation-related traffic impacts during SHINE operation and decommissioning would be SMALL to MODERATE, consistent with the conclusion reached in the FEIS.

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2200-02-01 Revision 4 Page 47 of 59 Human Health The radiological and nonradiological impacts from operation and decommissioning on human health are SMALL.

Construction of the NorthStar Medical Radioisotopes facility in Beloit has been completed, and operation has commenced. No new or different information about NorthStar Medical Radioisotopes operations has been identified that would affect the conclusions reached in the FEIS.

Building One is the only newly identified facility that uses radioactive materials in the vicinity of the site since the issuance of the FEIS. Building One, located south and adjacent to the SHINE site, houses a demonstration project operated by SHINE. Building One stores and uses radioactive material under a State of Wisconsin radioactive materials license (license number 105-2083-01).

Operations at Building One will comply with public dose limits set forth in Chapter DHS 157 of the Wisconsin Administrative Code. In order to demonstrate that air emissions are ALARA, SHINE controls routine airborne effluent releases such that an individual member of the public likely to receive the highest dose does not receive a total effective dose equivalent in excess of 10 mrem/year from air emissions. Additionally, SHINE ensures that the maximally exposed member of the public does not exceed a dose of greater than 2 mrem in any one hour and 50 mrem/year from external sources.

The cumulative dose to workers and the public from normal operations of the SHINE facility, NorthStar Medical Radioisotopes, and Building One will remain below the regulatory limits set in 10 CFR Part 20. Therefore, the cumulative radiological impacts remain SMALL, consistent with the conclusion reached in the FEIS.

Waste Management Construction of the NorthStar Medical Radioisotopes facility in Beloit has been completed, and operation has commenced. No new or different information about NorthStar Medical Radioisotopes operations has been identified that would affect the conclusions reached in the FEIS.

Building One is the only newly identified facility that uses radioactive materials in the vicinity of the site since the issuance of the FEIS. SHINE has independently confirmed the existence of a disposal pathway for radioactive waste produced at Building One and the SHINE production facility. The existence of sufficient disposal capacity for each facility ensures that the cumulative impacts of waste management and disposal will be minimal.

The FEIS concluded that no known capacity restraint exists on the disposal of nonradioactive solid-waste either within Wisconsin or the nation as a whole. No new or different information has been identified that would impact this conclusion.

Given that there is adequate disposal space on a state and national level for radioactive and nonradioactive waste from the multiple current and reasonably foreseeable sources, and that the waste will be handled and disposed of in accordance with federal, state, and local requirements, the cumulative impacts on waste management during operations and decommissioning are SMALL, consistent with the conclusion reached in the FEIS.

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2200-02-01 Revision 4 Page 48 of 59 Environmental Justice The environmental impacts from operation and decommissioning are SMALL for all resource areas, except for traffic related impacts during decommissioning, which are MODERATE. There is no evidence that impacts from decommissioning would be disproportionately high and adverse for minority or low-income populations. The additional projects considered in this impact analysis are not expected to have a disproportionately high and adverse impact on minority or low-income populations above those considered in the FEIS. Therefore, the contributory effects of operating and decommissioning the SHINE facility are not likely to create high and adverse cumulative human health and environmental effects on minority and low-income populations living near the Janesville site.

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2200-02-01 Revision 4 Page 49 of 59 Figure 4-1 Past, Present, and Reasonably Foreseeable Projects and Other Actions Retained for the Cumulative Impacts Analysis Project Name Summary of Project Location Status Alliant Energy Generation Facility Power generation facility 3.2 mi.

(5.1 km) south of site Existing operating

facility, undergoing expansion Building One Demonstration facility housing radioactive materials 0.25 mi.

(0.4 km) south of the site Existing operating facility Dollar General Distribution Center Distribution facility 0.25 mi.

(0.4 km) northeast of the site Existing operating facility NaturPak Pet Pet food processing plant 0.4 mi (0.6 km) northeast of the site Planned new facility NorthStar Medical Radioisotopes Medical radioisotope facility 7.7 mi (12.4 km) south of site Existing operating facility United Ethanol Ethanol production plan 11 mi.

(17.7 km) northeast of site Existing operating facility ilSHINE Health. Illuminated':

2200-02-01 Revision 4 Page 50 of 59 5 Alternatives No alternative sites for the facility are under consideration for the SHINE production facility, consistent with the guidance in 10 CFR § 51.53(b).

Construction of the SHINE production facility was approved in 2016 at the site in Janesville, Wisconsin, and with the accelerator driven subcritical assembly technology. Since the issuance of the Construction Permit, SHINE technology has developed into the design described in this OL application. As such, no alternative technologies are under consideration for the SHINE production facility.

Therefore, no new or different information has been identified for this section.

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2200-02-01 Revision 4 Page 51 of 59 6 Conclusions This supplement provides new or different information to that discussed in the FEIS. Table 6-1 provides a comparison of the conclusion reached by the NRC and the impact of the information contained in this supplement as relates to operation of the SHINE facility. Because no new or different information has been identified about decommissioning that would affect the conclusions reached in the FEIS, the impacts stated in the FEIS remain valid. Thus, decommissioning impacts have not been addressed in Table 6-1.

SHINE has determined that there is no impact to any of the conclusions stated in the FEIS, with the exception of the impacts of operations on traffic related infrastructure, which have gone from SMALL to MODERATE in the FEIS to SMALL in the ERS.

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2200-02-01 Revision 4 Page 52 of 59 Table 6-1 Summary of Environmental Impacts from Operation of the SHINE Production Facility (Sheet 1 of 5)

Resource Area FEIS Summary of Impact FEIS Impact Level ERS Summary of Impact ERS Impact Level Land Use The site would include 91.1 ac. (36.9 ha) of agricultural land and 0.18 ac. (0.07 ha) of developed open areas, which is a small portion of the agricultural land within a 5-mi. (8-km) radius of the site. The location of the proposed facility is within an area zoned for light industrial use. No additional land would be disturbed during operations or decommissioning.

SMALL Local land uses have not substantively changed since the issuance of the FEIS.

Minor changes to the size and arrangement of buildings on the site have no overall impact on the land usage.

SMALL Visual Resources The proposed SHINE facility would not noticeably alter visual resources, based on the low scenic quality, low scenic value, and light industrial viewshed within the vicinity of the proposed site.

SMALL There have been no substantive changes to the visual resources that would impact the scenic quality of the area since the issuance of the FEIS.

SMALL Air Quality Construction, operations, and decommissioning of the proposed SHINE facility would result in additional air emissions. Given the relatively low emissions and the pollution control measures that air permits from the Wisconsin Department of Natural Resources would require the proposed SHINE facility would not noticeably alter air quality in Rock County.

SMALL New and different information about operational air emissions are provided in this supplement. The emissions will still be within applicable regulations and permit requirements, such that the impact on air quality in Rock County will be minimal.

SMALL Noise During construction, operations, and decommissioning, noise would be minimal given the minor (1 to 3 dBA) expected increases in noise levels.

SMALL New and different information provided in this supplement suggest that the noise conditions remain largely unchanged, and the SHINE site will still contribute negligible noise.

SMALL

2200-02-01 Revision 4 Page 53 of 59 Table 6-1 Summary of Environmental Impacts from Operation of the SHINE Production Facility (Sheet 2 of 5)

Resource Area FEIS Summary of Impact FEIS Impact Level ERS Summary of Impact ERS Impact Level Geologic Environment Construction of the proposed SHINE facility would consume geologic resources and have the potential to increase soil erosion, but the overall impact would be minor, given that the geologic resources are widely available within the region and erosion would be managed with the implementation of best management practices (BMPs).

SMALL There have been no substantive changes in the geologic environment at the SHINE site since the issuance of the FEIS.

SMALL Water Resources Water-resource impacts during construction, operations, and decommissioning would be negligible, because of the lack of surface-water features onsite and the use of municipal water.

SMALL New and different information about water usage during operation is provided in this supplement. Because the SHINE site still lacks surface water, and SHINE will still use a small percent of the available municipal water, the impacts of operation on water resources will be negligible.

SMALL Ecological Resources Terrestrial and aquatic ecology impacts are expected to be SMALL, based on the limited amount of land that would be disturbed and because the entire site includes previously disturbed habitat.

SMALL There have been no substantive changes to the ecological resources on the site since the issuance of the FEIS.

SMALL Historic and Cultural Resources SHINE could inadvertently discover previously unidentified cultural resources caused by land disturbance during construction, operations, or decommissioning. However, impacts would be SMALL based on (1) no known historic properties eligible for listing in the National Register of Historic Places, or historic and cultural resources on the proposed SHINE facility site, (2) tribal input, (3) SHINEs cultural resource management plan procedures, and (4) cultural resource assessment and consultations performed by the NRC staff.

SMALL No new of different information has been identified about historical and cultural resources since the issuance of the FEIS.

SMALL

2200-02-01 Revision 4 Page 54 of 59 Table 6-1 Summary of Environmental Impacts from Operation of the SHINE Production Facility (Sheet 3 of 5)

Resource Area FEIS Summary of Impact FEIS Impact Level ERS Summary of Impact ERS Impact Level Socioeconomic Socioeconomic impacts would be SMALL based on the size of the workforce required to construct, operate, and decommission the SHINE facility.

SMALL New and different information about the socioeconomic environment is provided in this supplement. Additionally, SHINE has increased its operational workforce to a conservative estimate of 200 workers. Because of the availability of local workforce, housing, and public services, and the ability of local infrastructure to handle the increased traffic, the increased workforce doesnt substantively change the socioeconomic impact.

SMALL Human Health Human health impacts would be minimized because access to the site would be restricted, SHINE would implement normal safety practices contained in OSHA regulations, and SHINE would operate the proposed SHINE facility in accordance with all applicable federal and State of Wisconsin regulatory requirements.

SMALL New and different information about human health is provided in this supplement.

However, the human health impacts will still be minimized.

SHINE will still implement normal safety practices contained in OSHA regulations and operate the facility in accordance with all applicable federal and State of Wisconsin regulatory requirements.

SMALL

2200-02-01 Revision 4 Page 55 of 59 Table 6-1 Summary of Environmental Impacts from Operation of the SHINE Production Facility (Sheet 4 of 5)

Resource Area FEIS Summary of Impact FEIS Impact Level ERS Summary of Impact ERS Impact Level Waste Management Based on the availability of waste disposal pathways for radiological and nonradiological waste; SHINEs proposed waste management systems; engineered design features to minimize radioactive and nonradioactive contamination; and NRC, DOT, and State of Wisconsin radiation protection requirements, the NRC staff concludes that radioactive waste is expected to be managed in accordance with applicable regulatory requirements.

SMALL New and different information about waste management can be found in FSAR Chapter 11.

SHINE still has disposal pathways for waste produced onsite and will follow applicable NRC, DOT, and State of Wisconsin regulations.

SMALL Transportation Traffic would noticeably increase on local roads during construction and decommissioning from commuting workers; the use of construction vehicles; and transportation of construction materials, goods, and other materials to and from the proposed sites (Section 4.10). During operations, the increase in traffic would be minor because of the lower number of employees commuting to and from the site.

SHINE and common-carrier trucks would be required to adhere to the applicable NRC, DOT, and State of Wisconsin regulatory packaging and transportation requirements for radioactive material.

SMALL to MODERATE There have been no substantive changes to SHINEs plans to ship radioactive materials since the issuance of the FEIS.

Impacts of operation on traffic volumes are analyzed in the discussion of Socioeconomic Impacts.

SMALL Accidents The NRC staff is conducting a thorough independent review of the potential dose to the public from chemical and radiological accidents in its safety evaluation report (SER). Assuming that the NRC staff determines in its SER that the hypothetical accident dose is within the dose limits in 10 CFR § 70.61 and 10 CFR § 20.1301, the NRC staff concludes that the impacts from potential chemical and radiological accidents would be SMALL.

SMALL New and different information about accidents is provided in FSAR Chapter 13. Hypothetical accidents doses are within the SHINE accident dose limit of 500 mrem (5 mSv) to members of the public.

SMALL

2200-02-01 Revision 4 Page 56 of 59 Table 6-1 Summary of Environmental Impacts from Operation of the SHINE Production Facility (Sheet 5 of 5)

Resource Area FEIS Summary of Impact FEIS Impact Level ERS Summary of Impact ERS Impact Level Environmental Justice Minority and low-income populations residing along site access roads or near the proposed site could be affected by noise and dust and increased commuter and other vehicular traffic during construction and decommissioning. However, these would be short term and primarily limited to onsite activities. Operation of the proposed SHINE facility is not expected to disproportionately affect minority and low-income populations, as everyone living near the proposed SHINE facility and the existing industrial park would be exposed to the same potential human health and environmental effects from operations, and any impacts would depend on the magnitude of the change in ambient conditions.

Permitted nonradiological air emissions are expected to remain within regulatory standards.

Minority and low-income populations would not be expected to experience any high and adverse human health and environment al effects.

The percentage of minority and low-income populations in Janesville have slightly decreased. Operation of the facility is still unlikely to disproportionately affect these populations, as everyone living near the site and the existing industrial park will be exposed to the same potential human health and environmental effects from operations, and any impacts would depend on the magnitude of the change in ambient conditions. Additionally, SHINEs permitted nonradiological air emissions will remain with regulatory standards.

Minority and low-income populations would not be expected to experience any high and adverse human health and environmental effects.

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