HomeMy WebLinkAboutItem 5aAugust 31, 2020 Item No.
INTERSTATE SOUTH LOGISTICS PARK ALTERNATIVE URBAN AREAWIDE REVIEW
UPDATE
Proposed Action
Staff recommends adoption of the following motion: Move to adopt a resolution approving the Update of
Interstate South Logistics Park Alternative Urban Areawide Review (AUAR) for the site located at the
southwest corner of Co. Rd. 9 (Dodd Blvd.) and CSAH 70(215th St).
Passage of this motion will result in the approval of Interstate South Logistics Park AUAR Update. Notice
of this decision will be provided to the review agencies and to the Minnesota Environmental Quality
Board.
Overview
A final Alternative Urban Areawide Review (AUAR) was approved for this 175 acre industrial
development in June, 2015. This type of environmental review was required under Minnesota Rules
because of the size of the overall development. The 2020 Update is required by Minnesota Rules because
more than five years have passed since the City adopted the original AUAR and Mitigation Plan and the
site has not yet been fully developed. Scannell Properties is the developer of Interstate South Logistics
Park. The current master plan for the development of the remaining land is consistent with the 2015
approvals in terms of building square footage, land use and off-site improvements.
The City is the Responsible Government Unit (RGU) in the preparation of the proposed AUAR Update.
City staff and staff at WSB Engineering have coordinated with Scannell Properties’ consultant, Kimley
Horn on the preparation of the Draft AUAR Update. Comments were received from five review agencies
and are attached. Responses to the comments have been prepared and are also attached.
Staff recommends adoption of the resolution approving the AUAR Update.
Primary Issues to Consider
Is the proposed development of this property consistent with the original approved AUAR? The type of
development being proposed is consistent with the original AUAR.
Supporting Information
• Review Comments to Draft AUAR Update and the City and Developer Responses
• Resolution approving AUAR Update
Financial Impact: $ Budgeted: Y☐ N☐ Source:
Related Documents: (CIP, ERP, etc.):
Envision Lakeville Community Values: Diversified Economic Development
Report Completed by: David L. Olson, Community & Economic Development Director
None
CITY OF LAKEVILLE
RESOLUTION NO. ______
RESOLUTION ADOPTING THE FINAL ALTERNATIVE URBAN AREAWIDE REVIEW (AUAR)
UPDATE FOR THE INTERSTATE SOUTH LOGISTICS PARK
WHEREAS, an AUAR Update has been completed for the project pursuant to
Minnesota Rules 4410 and identifies and assesses the environmental impacts and mitigation
measures associated with the study area; and
WHEREAS, the study area is located on approximately 175 acres located in the
southwest corner of Dodd Boulevard and County Road 70; and
WHEREAS, the AUAR Update was distributed for the required 10-day comment period;
and
WHEREAS, comments received on the AUAR Update have generated information
adequate to determine mitigation measures associated with the potential development in
this area; and
WHEREAS, the comments received and responses developed are included in the
public record for the AUAR Update;
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Lakeville, hereby
adopts the Interstate South Logistics Alternative Urban Areawide Review Update dated July
2020.
Adopted 31st day of August, 2020 by the City Council of the City of Lakeville
CITY OF LAKEVILLE
_____________________________
Douglas P. Anderson, Mayor
ATTEST:
____________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
CITY OF LAKEVILLE )
I hereby certify that the foregoing Resolution No. _________is a true and correct copy of the
resolution presented to and adopted by the City Council of the City of Lakeville at a duly
authorized meeting thereof held on the 31st day of August 2020 as shown by the minutes of
said meeting in my possession.
__________________________
Charlene Friedges
City Clerk
(SEAL)
Interstate South Logistics Park AUAR Update
August 2020
AUGUST 2020
Interstate South
Logistics Park
AUAR UPDATE
Prepared for:
Prepared by:
Interstate South Logistics Park AUAR Update i
August 2020
Table of Contents
1. Introduction .................................................................................................................................. 1
2. Existing Conditions........................................................................................................................ 1
3. Development Scenarios.............................................................................................................. 3
4. Impact Analysis ............................................................................................................................ 3
5. Mitigation Summary ..................................................................................................................... 9
6. AUAR Update Review ................................................................................................................ 13
List of Tables
Table 1: Development Scenarios ....................................................................................................... 3
Table 2: 2015 AUAR Trip Generation Forecast ................................................................................. 6
Table 3: Updated Trip Generation Forecast ..................................................................................... 6
Table 4: 2025 Partial Buildout Scenario 1 Peak Hour Traffic Analysis Results ................................ 7
Table 5: 2025 Partial Buildout Scenario 1 Peak Hour with Mitigation Traffic Analysis Results...... 7
Table 6: 2025 Full Buildout Scenario 1 Peak Hour Mitigation Traffic Analysis Results ................... 7
Table 7: 2040 Full Buildout Scenario 1 Peak Hour Mitigation Traffic Analysis Results ................... 7
Table 8: 2040 Full Buildout Scenario 1 Peak Hour Additional Mitigation Beyond the 2015 AUAR
Traffic Analysis Results .......................................................................................................................... 7
Table 9. Agency Comments and Responses ............................................................................... D-1
List of Figures
Figure 1: AUAR Study Area ................................................................................................................. 2
List of Attachments
Attachment A: Scenarios and Current Development Projects
Attachment B: Updated AUAR Traffic Study
Attachment C: 2020 Wetland Approvals
Attachment D: Comments and Responses
Interstate South Logistics Park AUAR Update 1
August 2020
1. Introduction
The Interstate South Logistics Park Alternative Urban Areawide Review (AUAR) study area is
175.8 acres located in the southwest corner of Dodd Boulevard and County Road 70, City
of Lakeville, Dakota County, MN (see Figure 1).
As the Responsible Governmental Unit (RGU), the City of Lakeville adopted the Interstate
South Logistics Park Final AUAR and Mitigation Plan on June 1, 2015. Pursuant to Minnesota
Rules, part 4410.3610, subpart 7, an AUAR and plan for mitigation must be revised every five
years until all development in the study area has received final approval. Since the study
area has not been fully developed, the purpose of this document is to update the AUAR
pursuant to Minnesota Rules.
This report is intended to serve as an update to the 2015 AUAR and includes information on
development to date, an update to the environmental analysis where necessary, and a
review of mitigation measures.
2. Existing Conditions
Three projects have been either approved or constructed within the AUAR study area since
the adoption of the Final AUAR and Mitigation Plan in 2015 (see map in Attachment A):
• 2018:
o Construction of a 130,192 SF building (Building B on the Scenario Plan/Master
Plan Concept)
o 217th Street extension to the west and a right turn-lane off of Dodd Boulevard
o Stormwater pond construction at the southern edge of the AUAR study area.
o Infrastructure including water main extensions, sanitary sewer line extensions,
fiber optic, and gas line extensions to accommodate the new development.
• 2019:
o 157,820 SF Building (Building A on the Scenario Plan/Master Plan Concept)
approved by City of Lakeville and the building pad is graded.
o Stormwater pond construction adjacent to the building pad for Building A
and Building B development within the AUAR study area.
o Approval and construction of a 100,084 SF Building (Building C on the
Scenario Plan/Master Plan Concept)
o Infrastructure including water main extensions, sanitary sewer line extensions,
fiber optic, and gas line extensions to accommodate the new development.
o Roadway right-of-way for the County Road 70 Expansion project was
purchased by the County which totals approximately 8 acres within the AUAR
study area.
Interstate South Logistics Park AUAR Update 2
August 2020
Figure 1: AUAR Study Area
Interstate South Logistics Park AUAR Update 3
August 2020
3. Development Scenarios
There have been minor changes to the development scenarios since 2015. The building
configuration and roadway layout has been modified slightly; however, the total square
footage for the two developments are consistent with the Final AUAR and Mitigation Plan.
See Attachment A for the development scenarios.
Table 1: Development Scenarios
Development Scenarios Land Uses Total Square Footage
Scenario 1 Warehouse/Light Industrial 2,227,100
Scenario 2 Warehouse/Light Industrial 3,004,044
4. Impact Analysis
Analysis of the development scenarios focuses on surface waters, utilities, contamination,
hazardous materials, and solid wastes; fish, plant communities, and sensitive ecological
resources; and transportation. These were the issues that required additional analysis and
specific mitigation measures as noted in the 2015 Final AUAR or that had changes in
applicable regulations. For other issue areas, the analysis that was completed in 2015
remains valid. The issue areas with no anticipated changes in impacts or mitigation are
listed in Section 4.1. Areas with updated analysis or regulatory context are included in
Section 4.2.
4.1. Areas of No Anticipated Change
No changes are anticipated for the following areas within the 2015 AUAR:
• Land use
• Geology, soils, and topography/landforms
• Groundwater
• Historic properties
• Visual
• Air
• Noise
• Cumulative potential effects
• Other potential environmental effects
Interstate South Logistics Park AUAR Update 4
August 2020
4.2. Areas Requiring Updates
4.2.1. Surface Waters
Wetlands
A wetland delineation was completed in the summer of 2020 with 8.71 acres of wetland
delineated within the AUAR study area. The wetland delineation was approved by the City
of Lakeville on July 23, 2020. The Notice of Decision and revised wetland boundaries are
included in Attachment C.
No wetlands impacts have occurred to date. The proposed impacts have not changed
since the 2015 Final AUAR. The proposed mitigation is consistent with mitigation
requirements outlined in the 2015 Final AUAR. No additional mitigation measures are
needed based on this updated information.
Lakes and Streams
There are no lakes or waterbodies located within or adjacent to the AUAR study area. One
stream, a segment of South Creek, is located along the southern edge of the AUAR study
area. This stream channel ultimately flows into the Vermillion River.
No impacts to the stream channel were proposed in the 2015 AUAR. No identified impacts
or additional mitigation measures are needed for this update.
Stormwater
Some development has occurred within the AUAR study area including the construction of
three new stormwater ponds to provide stormwater management for the two constructed
buildings and the third development that has been approved; however, no building has
been constructed to-date. The remainder of the site remains agricultural land.
The development scenarios include increases of impervious surfaces within the AUAR study
area that will be addressed by rate and volume water quality control methods. Stormwater
run-off will be treated in accordance with current PCA, City of Lakeville, and Vermillion River
Watershed Joint Powers Organization requirements which include infiltration of 1.5 inches
over the new impervious surfaces and temperature control of stormwater runoff that
ultimately discharges into the stream along the southern edge of the AUAR study area. It is
anticipated that stormwater treatment for the remainder of the proposed development
within the AUAR study area would include the construction of stormwater pre -treatment
basins and a regional infiltration basin to manage stormwater from the site. The temperature
increases of the stormwater runoff will be reduced through the inclusion of infiltration swales
and basins. Shade trees will be included adjacent to the proposed paved surfaces and
stormwater management areas to further reduce temperature increases.
The proposed stormwater basins will be designed to have adequate capacity to provide
storage and sediment control for run-off during construction and operation of development
within the AUAR study area. A total of up to 14 acres of stormwater management facilities
will be constructed within the AUAR study area at full build-out.
Interstate South Logistics Park AUAR Update 5
August 2020
Final numbers will be derived based on the specific development plans being reviewed as
they relate to the most current National Oceanic and Atmospheric Administration (NOAA)
Atlas 14 precipitation frequency data available at the time of review. Permanent best
management practices (BMPs) would also include seeding, mulching, and sodding to
prevent erosion and sedimentation.
4.2.2. Utilities
Wastewater
The AUAR study area is located within the Metropolitan Urban Service Area. Wastewater
discharge will be routed into the existing municipal sanitary sewer system to the
Metropolitan Council sewer interceptor 8016 located at the intersection of 220th Street and
Dodd Boulevard and ultimately to the Empire Township Wastewater Treatment Plant which
has capacity for treating the estimated flows from the proposed development scenarios.
The wastewater discharge from the proposed development scenarios would be domestic
wastewater and estimated volumes area consistent with what was presented in the 2015
Final AUAR.
No additional mitigation measures have been identified for this update.
Water Appropriation
The AUAR study area is served by the City of Lakeville municipal water supply for domestic
water and fire protection. Anticipated water demand will be consistent with what was
presented in the 2015 Final AUAR. It is anticipated that the City of Lakeville’s municipal
water supply will have adequate capacity for the proposed development scenarios.
No additional mitigation measures have been identified for this update.
4.2.3. Contamination/Hazardous Materials/Solid Wastes
As noted in the 2015 Final AUAR, no recognized environmental conditions (RECs) were
identified during the Phase I site assessment completed in October 2014. A review of the
Minnesota Pollution Control Agency’s “What’s In My Neighborhood” database dated May
2020 indicated two additional sites identified that were associated within the construction
that has occurred to date within the AUAR study area. These two sites were construction
stormwater permits.
No further analysis is needed, and no additional mitigation measures have been identified
with this update.
4.2.4. Fish, Plant Communities, and Sensitive Ecological Resources
The 2015 AUAR identified no state-listed threatened or endangered species, species of
special concern, or rare plant communities within the AUAR study area or within one mile of
the AUAR study area. A review of the Minnesota Department of Natural Resources (DNR)
Natural Heritage Information System (NHIS) was conducted in June 2020 per license
agreement LA-965 for the AUAR study area and the area within one mile. No threatened or
Interstate South Logistics Park AUAR Update 6
August 2020
endangered species or species of special concern were identified within the AUAR study
area or within one mile of the AUAR study area.
Considering the majority of AUAR study area is currently in agricultural production and the
remaining portion is developed, minimal wildlife habitat is present. The stream located on
the south end of the AUAR study area becomes a trout stream downstream from the AUAR
study area. This stream could support fish and aquatic life; however, given the stream is
surrounded by highly disturbed agricultural land, it would not be considered high quality fish
and aquatic life habitat. It is recommended that wildlife friendly erosion control methods be
used to minimize impacts to wildlife utilizing the AUAR study area. No direct or indirect
effects are anticipated to state-listed species.
4.2.5. Transportation
The traffic analysis was updated from the 2015 AUAR since development has occurred on
the site and the development scenarios have been updated. The updated traffic study is
included in Attachment B. A comparison of the trip generation from the 2015 AUAR
scenarios and the updated scenarios is shown in Table 2 and Table 3. The development
scenarios are anticipated to generate fewer trips than the maximum density scenario from
the 2015 AUAR.
Table 2: 2015 AUAR Trip Generation Forecast
Scenario AM Peak Hour PM Peak Hour Daily Total In Out Total In Out
Scenario 1 948 780 168 973 216 757 9,592
Scenario 2 1,280 1,054 226 1,313 292 1,021 12,938
Table 3: Updated Trip Generation Forecast
Scenario AM Peak Hour PM Peak Hour Daily Total In Out Total In Out
Updated Scenario 1 1,076 631 445 1,028 553 425 11,411
Updated Scenario 2 1,140 756 384 1,131 479 652 11,639
A summary of the Build traffic analysis is provided in Table 4, Table 5, Table 6, Table 7, and
Table 8, (Table 11A/B, Table 12, and Table 14, respectively, in the updated traffic study in
Attachment B). The analysis results are similar to the 2015 AUAR results. If there is not the
Jacquard Avenue connection by the 2025 Partial Build scenario, CSAH 9 & 217th Street will
need to be signalized as evident by the poor level of service (LOS) at the intersection shown
in Table 4. Table 5 shows that CSAH 9 & 217th Street will operate with an acceptable LOS in
the Partial Build Scenario 1 with a signal.
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Table 4: 2025 Partial Buildout Scenario 1 Peak Hour Traffic Analysis Results
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 9.5 A 12.4 B
CSAH 70 & CSAH 9 Signal 21.6 C 41.2 D
CSAH 9 & 217th Street EB/WB Side-Street Stop 90.2 / 100+ F / F 42.4 / 100+ E / F
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
Table 5: 2025 Partial Buildout Scenario 1 Peak Hour with Mitigation Traffic Analysis Results
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 9 & 217th Street Signal 21.7 C 17.9 B
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall intersection and for t
approach.
Table 6: 2025 Full Buildout Scenario 1 Peak Hour Mitigation Traffic Analysis Results
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 15.1 B 15.8 B
CSAH 70 & CSAH 9 Signal 20.2 C 30.6 C
CSAH 9 & 217th Street EB/WB Side-Street Stop 7.3 / 24.5 A / C 7.8 / 18.1 A / C
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
Table 7: 2040 Full Buildout Scenario 1 Peak Hour Mitigation Traffic Analysis Results
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 52.8 D 96.2 F
CSAH 70 & CSAH 9 Signal 48.8 D 100+ F
CSAH 9 & 217th Street Signal 11.8 B 11.6 B
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
Table 8: 2040 Full Buildout Scenario 1 Peak Hour Additional Mitigation Beyond the 2015 AUAR
Traffic Analysis Results
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 21.3 C 31.5 C
CSAH 70 & CSAH 9 Signal 33.7 C 57.3 E
CSAH 9 & 217th Street Signal 11.3 B 11.9 B
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
Interstate South Logistics Park AUAR Update 8
August 2020
Since the 2015 AUAR, final design for the CSAH 70 roadway expansion from a two-lane
undivided road to a four-lane divided road from Kensington Boulevard to CSAH 23 (Cedar
Avenue) has been completed. This expansion is projected to be completed in 2022. The
CSAH 70 expansion was a mitigation recommendation in the 2015 AUAR to be completed
by 2035 No-Build Scenario. However, the 2015 AUAR mitigation included dual left turn lanes
on all approaches and dual southbound right at CSAH 70 & CASH 9 and dual northbound
lefts at CSAH 70 & Jacquard Avenue. The current expansion project only includes
dedicated turn lanes at all approaches at CSAH 70 & Jacquard Avenue and CSAH 70 &
CSAH 9. This expansion is adequate for the 2025 Build scenarios.
All mitigation from the 2015 AUAR CSAH 70 expansion remains valid for the 2040 analysis
year. In addition to the 2015 AUAR mitigation recommendations, by 2040 CSAH 9 may need
to be expanded to four-lane roadway between CSAH 70 and 217th Street. In addition, CSAH
70 may need to be expanded to 6 lane section to accommodate the development and
the projected background growth. This intersection should be monitored for additional
mitigation if the background growth is realized.
Interstate South Logistics Park AUAR Update 9
August 2020
5. Mitigation Summary
The mitigation measures from the 2015 AUAR are outlined below along with a status update
and any additional mitigation identified based on the information in Section 4.2. Mitigation
measures are the same under both development scenarios unless noted otherwise.
5.1. Land Use
The following mitigation measures from the 2015 AUAR remain valid:
• Future development will be in accordance with all applicable zoning and floodplain
regulations.
• Alterations of vegetation and topography will be managed with BMPs as approved
by the City to prevent soil erosion into public waters, fix nutrients, preserve aesthetics,
prevent bank slumping (if applicable), and protect fish and wildlife habitat.
• Wetlands adjacent to the South Creek Vermillion River will be maintained by any
future development scenario, and buffers as required by the South Creek
Management Plan will be established.
• Wetland impacts, when unavoidable to accommodate the proposed development,
shall require mitigation as required at the time of application.
• The development, when possible, will utilize existing natural drainageways, wetlands,
and vegetated soil surfaces to convey, store, filter, and retain stormwater runoff
before discharge to public waters.
• Development will be planned and conducted in a manner that will minimize the
extent of disturbed areas, runoff velocities, erosion potential, and reduce and delay
runoff volumes.
• Disturbed areas shall be stabilized and protected as soon as possible following
disturbances, and facilities will be implemented to retain sediment on the site.
• Adequate provisions acceptable to the City shall be developed for preservation
and maintenance of open spaces within the development
• Building design shall include the following features or characteristics to offset the
potential visual impacts:
o Buildings are to be constructed utilizing high-quality architectural design and
be compliant with City codes.
o Lighting must be down directional.
o A high-quality landscaping plan must be submitted and generally beautify
the project throughout. The use of proper plantings in conjunction with
berming as may be allowed along the property’s northern boundary will
ensure screening is provided year-round for nearby residential areas.
No additional mitigation measures were identified as part of this AUAR update.
5.2. Geology, Soils, and Topography/Landforms
The following mitigation measures from the 2015 AUAR remain valid:
Interstate South Logistics Park AUAR Update 10
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• All vegetation, organics, soft clays, topsoil/or other material classified as
undocumented fill, and man-made structures (if encountered) should be removed
from within the building footprints and oversize areas prior to construction.
• All earthwork improvements and excavations where fill materials are placed below
foundations should be oversized
• Excavation bottoms should be observed by a geotechnical engineer, or their
representative, to judge if excavation bottom soils are similar to those encountered
within the geotechnical report, to ensure removal of unsuitable material(s), to ensure
adequate support of exposed soils, and to ensure actual depths of excavation have
been achieved. All such observations will need to be determined in the field at the
time of construction by a geotechnical engineer prior to new fill or concrete
placement.
No additional mitigation measures were identified as part of this AUAR update.
5.3. Surface Waters
The following mitigation measures from the 2015 AUAR remain valid:
• A Stormwater Pollution Prevention Plan (SWPPP) must be prepared to ensure
compliance to applicable regulations. The plan will include references to the
following:
o Erosion control blanket will be placed as soon as feasible after slopes are
constructed.
o Permanent vegetation installation procedures will follow MNDOT’s “Standard
Specifications for Construction”, 2018 edition, as may be amended.
• Extended infiltration basins will be designed to remove suspended solids from the
stormwater runoff. Additionally, the extended infiltration basins will reduce the
stormwater discharge rates to less than or equal to existing conditions for 1, 10, and
100-year storm events to prevent downstream erosion.
• Phosphorus loading in the discharged stormwater runoff will not exceed existing
phosphorus loading.
• The temperature increases of the stormwater runoff will be reduced through the
inclusion of infiltration swales and basins. Shade trees will be included adjacent to
the proposed paved surfaces and stormwater management areas to further reduce
temperature increases. Additionally, temperature increases will be limited through
the use of long underground discharge pipes from the stormwater facilities into the
stream.
• If determined feasible, stormwater runoff stored in the detention basin will be used
for irrigation purposes.
• Where possible, areas of the site will contain native plantings that do not require
irrigation. This may be achievable within the infiltration swales.
• Buffers will be maintained around the wetland and stream to ensure water quality.
No additional mitigation measures were identified as part of this AUAR update.
5.4. Contamination/Hazardous Materials/Wastes
The following mitigation measures from the 2015 AUAR remain valid:
Interstate South Logistics Park AUAR Update 11
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• If buried materials are encountered on the site, they will be treated appropriately as
solid or hazardous waste. If fill soils, which could include demolition debris and other
wastes, are encountered during redevelopment, additional evaluation of said fill soils
may be required for management and disposal purposes.
• If an existing well is encountered during future site development activities, the well
shall be properly abandoned in accordance with Minnesota Department of Health
regulations.
• If an existing septic system is encountered during future site development activities,
the septic system be properly abandoned in accordance with city, county, and
state regulations.
• Solid waste produced on site shall be stored appropriately and disposed of correctly.
Any tenant that causes extra solid waste beyond the normal use of the site must
comply with federal, state, and local rules regarding storage and disposal. Any
chemicals/hazardous materials generated or stored on site must meet all federal,
state, and local requirements. Any hazardous wastes generated or stored on site
must also meet all federal, state, and local requirements.
No additional mitigation measures were identified as part of this AUAR update.
5.5. Fish, Wildlife, Plant Communities, and Sensitive
Ecological Areas
The following mitigation measures from the 2015 AUAR remain valid:
• Loss of wetlands on the interior of the development site shall be mitigated in
accordance with all local, state , or federal regulations as may be applicable.
• All wetlands should be protected from pollution; use of fertilizers and pesticides
should be avoided, and run-off from lawns and streets should be controlled.
• Roads should be kept to minimum standards on widths and lanes.
• If possible, roadways should be separated from wetlands and ponds to limit the
potential for road mortality of non-game species that use wetlands as habitat. Other
alternative mitigation measures that could be considered include the utilization of
chain-link fencing (the base of which should be buried 12” to 16” below the soil
surface) to deter wildlife passage onto roadways.
• Open space areas should be revegetated with native grasses and forbs where
appropriate.
• Wildlife-friendly erosion control products will be used.
No additional mitigation measures were identified as part of this AUAR update.
5.6. Historic Properties
No mitigation measures were identified in the 2015 AUAR. No additional mitigation measures
were identified as part of this AUAR update.
5.7. Visual
The following mitigation measures from the 2015 AUAR remain valid:
Interstate South Logistics Park AUAR Update 12
August 2020
• To offset the general visual impact that comes with any development, the proposed
buildings will be constructed using high-quality materials.
• Landscaping should be introduced throughout the site—especially along the
northern property line—to provide screening from nearby residential development.
• All lighting for the development should be shielded and down directional so as to
minimize glare onto surrounding properties. Preliminary plans must show site lighting
and fixture locations with down-lit fixtures.
No additional mitigation measures were identified as part of this AUAR update.
5.8. Air
No specific mitigation measures were identified in the 2015 AUAR beyond the mitigation
outlined for anticipated traffic impacts. No additional mitigation measures were identified
as part of this AUAR update.
5.9. Noise
The following mitigation measures from the 2015 AUAR remain valid:
• The project shall comply with the City of Lakeville’s noise regulations as may be
applicable.
No additional mitigation measures were identified as part of this AUAR update.
5.10. Transportation
After discussions with the property owner, Scenario 1 is the more likely development
scenario. While Scenario 1 generates slightly less peak hour trips than Scenario 2, Scenario 1
has two proposed site accesses while Scenario 2 has three proposed site accesses which
means that the number of development trips at the Jacquard Avenue and 217th Street
accesses would be higher in Scenario 1 as they would be concentrated at two accesses
versus three. Based on these reasons, the Scenario 1 analyzed was updated.
The following mitigation measures from the 2015 AUAR have been completed or are in
process:
• CSAH 9 (Dodd Boulevard)/217th Street – southbound right turn lane, northbound left
turn lane, eastbound approach
• Country Road 70 expansion from 2-lanes to 4-lanes with dedicated turns lanes on all
approaches at CSAH 70/Jacquard Avenue and CSAH 70/CSAH 9. (Construction
started in 2020) This roadway expansion project does not cover all of the 2015 AUAR
mitigation measures for the intersections. The 2015 AUAR identified dual left turn lanes
on all approaches and dual southbound right turn lanes at CSAH 70/CSAH 9 and
dual northbound left turn lanes at CSAH 70/Jacquard Avenue by 2035.
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The following mitigation measures from the 2015 AUAR remain valid:
• Updated Scenario 1 short-term (2025):
o CSAH 70/Jacquard Avenue – eastbound right turn lane, westbound left turn
lane, northbound approach, signal modifications to accommodate new
lanes.
o CSAH 9 (Dodd Boulevard)/217th Street – traffic signal control if Jacquard
Avenue connection is not completed and Updated Scenario 1 partial build
volumes are realized.
• Updated Scenario 1 long-term (2040):
o CSAH 70/Jacquard Avenue – second northbound left turn lane
o CSAH 9 (Dodd Boulevard)/217th Street – traffic signal control
o CSAH 70/CSAH 9 (Dodd Boulevard) – dual left turn lanes on all approaches
and dual southbound right turn lanes.
Additional mitigation measures beyond what were identified as part of the 2015 AUAR:
o CSAH 9 – 4 lane section between CSAH 70 and 217th Street.
o CSAH 70 – 6 lane section
6. AUAR Update Review
Pursuant to Minnesota Rules, part 4410.3610, subpart 7, this AUAR update is available for a
comment period of 10 business days. Once the comment period is over and if no objections
are filed by state agencies or the Metropolitan Council, the City of Lakeville will adopt the
AUAR update. The Interstate South Logistics Park AUAR will remain valid for an additional
five years from the adoption date.
Interstate South Logistics Park AUAR Update
August 2020
Attachment A
Scenarios and Current Development
Projects
217th STREET WEST DODD BOULEVARD217th STREET WEST
DODD BOULEVARDGAS PIPE
L
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E
A
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M
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BUILDING E (CONCEPT)
+/-1,104,556 SF
+/- 75 ACRES
COUNTY ROAD 70
JACQUARD AVENUE217th STREET WEST
BUILDING B EXISTING
+/-130,192 SF
+/- 9 ACRES
BUILDING A APPROVED
+/-157,820 SF
+/- 11 ACRES
BUILDING D (CONCEPT)+/-136,448 SF+/- 12 ACRESBUILDING C EXISTING+/-100,084 SF+/- 9 ACRESBUILDING F (CONCEPT)+/-182,000 SF+/- 11 ACRESBUILDING G (CONCEPT)+/-156,000 SF+/- 10 ACRESBUILDING H (CONCEPT)
+/-260,000 SF
+/- 18 ACRES
AUAR Concept Master Plan - Scenario 1
LAKEVILLE, MN
PROPOSED:PROJECT SITE
217th STREET WEST DODD BOULEVARDCOUNTY ROAD 70
217th STREET WEST
220th S
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BUILDING B EXISTING
+/-130,192 SF
+/- 9 ACRES
BUILDING A APPROVED
+/-157,820 SF
+/- 11 ACRES
BUILDING D (CONCEPT)+/-136,448 SF+/- 9 ACRESBUILDING E (CONCEPT)
+/-1,710,000 SF
(INCLUDES 855,000 SF
MEZZANINE)
+/- 52 ACRES
BUILDING F (CONCEPT)
+/-769,500 SF
+/- 44 ACRES
GAS PIPE
L
I
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E
E
A
S
E
M
E
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TJACQUARD AVENUE220th ST
R
E
E
T
W
E
S
T
217th STREET WEST
BUILDING C EXISTING+/-100,084 SF+/- 9 ACRESAUAR Concept Master Plan - Scenario 2
LAKEVILLE, MN
PROPOSED:PROJECT SITE
Interstate South Logistics Park AUAR Update
August 2020
Attachment B
Updated Traffic Study
A ttachment B
Traffic Analysis
Interstate South Logistics Park
AUAR Update
LAKEVILLE, MINNESOTA
JU LY 2020
Prepared By:
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 2
Contents
1.0 INTRODUCTION ............................................................................................................... 4
1.1 REPORT PURPOSE AND OBJECTIVES.......................................................................4
2.0 EXISTING CONDITIONS ................................................................................................... 5
2.1 PHYSICAL CHARACTERISTICS ..................................................................................5
2.2 STUDY AREA............................................................................................................5
3.0 FUTURE CONDITIONS ..................................................................................................... 6
3.1 FUTURE PLANNED ROADWAY IMPROVEMENTS ........................................................6
3.2 FUTURE TRAFFIC FORECASTING .............................................................................6
4.0 PROPOSED DEVELOPMENT ........................................................................................... 8
4.1 SITE LOCATION ........................................................................................................8
4.2 SITE CIRCULATION...................................................................................................8
4.3 EXISTING AND FUTURE LAND USE............................................................................8
4.4 TRIP GENERATION ...................................................................................................9
4.5 PROJECT TRIP DISTRIBUTION and ASSIGNMENT..................................................... 12
4.6 TOTAL TRAFFIC...................................................................................................... 12
5.0 INTERSECTION CAPACITY ANALYSIS .......................................................................... 13
5.1 ANALYSIS SCENARIOS ........................................................................................... 13
5.2 LEVEL OF SERVICE OVERVIEW .............................................................................. 13
5.3 2025 NO-BUILD LEVEL OF SERVICE ANALYSIS ........................................................ 14
5.4 2025 PARTIAL BUILD LEVEL OF SERVICE ANALYSIS ................................................ 14
5.5 2025 FULL BUILD LEVEL OF SERVICE ANALYSIS...................................................... 15
5.6 2040 NO-BUILD LEVEL OF SERVICE ANALYSIS ........................................................ 16
5.7 2040 FULL BUILD LEVEL OF SERVICE ANALYSIS...................................................... 17
6.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................. 19
6.1 PROJECT TRAFFIC DEVELOPMENT......................................................................... 19
6.2 2025 NO-BUILD LEVEL OF SERVICE ANALYSIS SUMMARY........................................ 19
6.3 2025 PARTIAL BUILD LEVEL OF SERVICE ANALYSIS SUMMARY ............................... 19
6.4 2025 FULL BUILD LEVEL OF SERVICE ANALYSIS SUMMARY..................................... 20
Page | 3 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
6.5 2040 NO-BUILD LEVEL OF SERVICE ANALYSIS SUMMARY........................................ 20
6.7 2040 FULL BUILD LEVEL OF SERVICE ANALYSIS SUMMARY..................................... 20
Appendix ............................................................................................................................... 21
TABLES
TABLE 1: 2015 AUAR DEVELOPMENT SCENARIOS………………………………………………8
TABLE 2: UPDATED AUAR DEVELOPMENT SCENARIOS ……………………………………….9
TABLE 3: TRIP GENERATION FORECAST (2015 AUAR)……………………………….………….9
TABLE 4: TRIP GENERATION FORECAST …………………………………………...…………….10
TABLE 5: UPDATED DEVELOPMENT SCENARIO 1 LAND USES….……………………………10
TABLE 6: TRIP GENERATION SUMMARY (PARTIAL BUILD UPDATED SCENARIO 1)………11
TABLE 7: TRIP GENERATION SUMMARY (FULL BUILD UPDATED SCENARIO 1)…………..11
TABLE 8: ANALYSIS SCENARIO SUMMARY……..………………………………………………..13
TABLE 9: LEVEL OF SERVICE GRADING CRITERIA…………………………………….………..14
TABLE 10: 2025 NO-BUILD CONDITIONS DELAY AND LOS SUMMARY………….….……….14
TABLE 11A/B: 2025 PARTIAL BUILD CONDITIONS DELAY AND LOS SUMMARY….………..15
TABLE 12: 2025 FULL BUILD CONDITIONS DELAY AND LOS SUMMARY .......................... 16
TABLE 13: 2040 NO-BUILD CONDITIONS DELAY AND LOS SUMMARY ............................. 16
TABLE 14A/B: 2040 FULL BUILD CONDITIONS DELAY AND LOS SUMMARY..................... 17
EXHIBITS (SEE APPENDIX A)
EXHIBIT 1: PROJECT LOCATION MAP
EXHIBIT 2: 2025 NO -BUILD TRAFFIC VOLUMES
EXHIBIT 3: 2040 NO -BUILD TRAFFIC VOLUMES
EXHIBIT 4: CONCEPTUAL SITE LAYOUT
EXHIBIT 5: 2025 PARTIAL BUILD TRAFFIC VOLUMES
EXHIBIT 6: 2025 FULL BUILD TRAFFIC VOLUMES
EXHIBIT 7: 2040 FULL BUILD TRAFFIC VOLUMES
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 4
1.0 INTRODUCTION
This report serves as an updated traffic analysis for the Interstate South Logistics Park Alternative Urban
Area Review (AUAR). The Interstate South Logistics Park is adjacent to CSAH 70 and CSAH 9; the site is
approximately 1.5 miles east of I-35 in Lakeville, Minnesota. The location of the development is provided in
Exhibit 1.
The forthcoming traffic analysis focused on two analysis years: Short-Term development that is anticipated
to be completed by 2025 and Long-Term development which is anticipated to be completed by 2040.
1.1 REPORT PURPOSE AND OBJECTIVES
The purpose of this study is to compare the trip generation results from the original AUAR completed in
2015 to the updated master plan scenarios based on development that has occurred in the last 5 years and
updates to the ITE Trip Generation Manual. In addition, an analysis of the site accesses and adjacent
intersections will be completed to determine if the previous mitigation assumptions remain valid. The 2015
AUAR studied 15 intersections , but based on discussion with city staff, only the intersections immediately
adjacent to the site will be analyzed as part of the update considering there has not been significant changes
to the study area in the last 5 years. Exhibit 1 shows the 2015 AUAR study intersections and the
intersections for the 2020 AUAR Update.
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July 2020
2.0 EXISTING CONDITIONS
2.1 PHYSICAL CHARACTERISTICS
The existing roadway network within the study area includes CSAH 70, CSAH 9, and Jacquard Avenue.
The changes to the roadway network since the 2015 AUAR are listed below.
CSAH 70 (215th Street W) is an east -west roadway that runs along the northern boundary of the AUAR
development. Since the 2015 AUAR, final design for the expansion of the roadway from a 2-lane undivided
road to a 4-lane divided road has been completed. The improvements at CSAH 70 & Jacquard Avenue and
CSAH 70 & CSAH 9 include dedicated turn lanes on all approaches. This improvement is projected to be
completely constructed prior to the 2025 analysis year.
CSAH 9 (Dodd Boulevard) is a north-south roadway that runs along t he eastern boundary of the AUAR
development. No modifications to CSAH 9 have been made since the previous AUAR. Intersection
improvements at CSAH 70 will be completed as part of the CSAH 70 roadway expansion.
Jacquard Avenue is a north-south roadway that c urrently terminates at CSAH 70 in the northwest corner
of the AUAR development. No modifications to Jacquard Avenue have been made since the previous
AUAR. Intersection improvements at CSAH 70 will be completed as part of the CSAH 70 roadway
expansion.
217th Street W is an east -west roadway that provides access to developments Since the previous AUAR,
the roadway has been extended onto the AUAR site to provide access to the existing developments on the
site. This extension converted the CSAH 9 & 217th Street W intersection into a 4-legged intersection with
dedicated left and right turn lanes on both CSAH 9 approaches.
2.2 STUDY AREA
Based on discussion with City staff, the following intersections were included within the study area for the
traffic analysis. The list provides the existing intersection control for each of the study intersections. Traffic
control at the study intersections has not changed since the 2015 AUAR.
•CSAH 70 & Jacquard Avenue (signalized)
•CSAH 70 & CSAH 9 (signalized)
•CSAH 9 & 217th Street W (eastbound/westbound stop -controlled)
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 6
3.0 FUTURE CONDITIONS
The AUAR traffic analysis focused on two analysis years; Short -Term (2025) and Long -Term (2040).
Following is a discussion of planned future roadway and intersection improvements within the project study
area and volume development for 2025 and 2040 no-build conditions.
3.1 FUTURE PLANNED ROADWAY IMPROVEMENTS
There are roadway improvements planned to be constructed over the next three years . Therefore, they are
included in the 2025 and 2040 traffic analysis. The following roadway/intersection improvements were
included in the analyses:
•CSAH 70 Expansion – A s previously mention, CSAH 70 is planned to be expanded from a 2-lane
undivided roadway to a 4-lane divided roadway from Kensington Boulevard to CSAH 23 (Cedar
Avenue). This expansion is projected to be completed in 2022. The CSAH 70 expansion was a
mitigation recommendation in the 2015 AUAR to be completed by 2035 No -Build Scenario.
However, the 2015 AUAR mitigation included dual left turn lanes on all approaches and dual
southbound right at CSAH 70 & CASH 9 and dual northbound lefts at CSAH 70 & Jacquard Avenue.
The current expansion project only includes dedicated turn lanes at all approaches at CSAH 70 &
Jacquard Avenue and CSAH 70 & CSAH 9.
•Jacquard Avenue Extension – As part of the AUAR development site plan , Jacquard Avenue is
anticipated to be extended south of CSAH 70. With 230,000 sq. ft. of warehouse/office already
completed, a pad ready for 158,000 sq. ft. of warehouse/office, it is anticipated that the Jacquard
Avenue extension along the west edge of the site will be completed upon further development o f
the site, however, if the connection is not built with the next project, t he Jacquard Avenue extension
should be completed as a mitigation measure prior to the signalization of CSAH 9 & 217th Street.
3.2 FUTURE TRAFFIC FORECASTING
Background traffic volumes for the study intersections during the weekday AM and PM peak hours for both
2025 and 2040 No -Build traffic conditions were developed based on the development assumptions in the
2015 AUAR. The following provides a summary of the background volume development for both analysis
years.
2025 No -Build Volume Development
Background traffic volumes for Short-Term (2025) conditions were developed based on the 2020 No -Build
traffic volumes from the previous AUAR. K nown developments in the area that were not accounted for in
the original background growth were added to the background traffic volumes, and traffic volumes were
adjusted based on 2018 traffic counts at CSAH 70 & Jacquard Avenue and CSAH 70 & CSAH 9. The
adjustments included:
•AUAR site development traffic – 230,000 sq. ft. of development has already occurred on the AUAR
site. These volumes were added to the network via the extension of 217th Street at CSAH 9.
•Adjacent site development traffic – a FedEx facility was constructed on the east side of CSAH 9 &
217th Street W that is approximately 195,000 sq. ft. This development includes the existing 105,000
sq. ft. facility and the proposed 90,000 sq. ft. expansion.
Page | 7 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
•Jacquard Avenue traffic volumes – the 2015 AUAR volumes at CSAH 70 & Jacquard Avenue did
not account for the AM school peak hour coinciding with the analyzed AM peak hour.
Exhibit 2 provides the 2025 No -Build turning movement volumes at the study intersections for weekday
AM and PM peak hours .
2040 No -Build Volume Development
Background traffic volumes for Long-Term (2040) conditions were developed based on the 2035 No -Build
traffic volumes from the previous AUAR with the addition of the developments discussed in the previous
section. Exhibit 3 provides the 2040 No -Build turning movement volumes at the study intersections for
weekday AM and PM peak hours.
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 8
4.0 PROPOSED DEVELOPMENT
4.1 SITE LOCATION
The Interstate South Logistics Park is adjacent to CSAH 70 and CSAH 9; the site is approximately 1.5 miles
east of I-35 in the Lakeville, Minnesota. The location of the development is provided in Exhibit 1. The
overall size of the property is approximately 140 acres.
4.2 SITE CIRCULATION
Currently, access to the site is provided via the connection of 217th Street W at CSAH 9. With f urther
development of the site, it is anticipated that Jacquard Avenue will be extended south of CSAH 70 and
provide access on the west side of the site. 217th Street W would extend further west within the site and
intersect with Jacquard Avenue. The 2015 AUAR had also determined that there could potentially be a site
access at 220th Street W & CSAH 9 however, based on t he updated scenarios for the site, this connection
may no longer be required. After discussions with the property owner, Updated Scenario 1 is the more likely
development scenario.
4.3 EXISTING AND FUTURE LAND USE
The previous AUAR included two development plans, both of which consisted of a mix of warehouse and
office uses. Table 1 provides a summary of the two development scenarios that were considered in the
previous AUAR. Scenario 1 assumed nine separate warehouse/office buildings with 217th Street W
bisecting the site, while Scenario 2 assumed two large warehouse/office buildings and access from 217th
Street W and 220th Street W. Both scenarios included access from Jacquard Avenue.
TABLE 1: 2015 AUAR DEVELOPMENT SCENARIOS
Full Development Scenario 1
Land Use Size
Warehouse 2,004,390 Square Feet
Office 222,710 Square Feet
Full Development Scenario 2
Land Use Size
Warehouse 2,703,640 Square Feet
Office 300,404 Square Feet
As previously mentioned, there has been some development activity at Interstate South Logistics Park.
Currently, there is a total of 230,000 square feet of warehouse/office constructed on the east side of the
site and a pad for a 158,000 square foot warehouse/office building is ready for a building in the northeast
corner of the site. Th ese developments have access from 217th Street W at CSAH 9.
Based on the layout of the development that has already occurred on the site, development Scenario 2
from the 2015 AUAR is no longer feasible. Up dated development scenarios have been created for the
remainder of the Interstate South Logistics Park to reflect the existing development . The Updated Scenario
is similar to Scenario 1 from the 2015 AUAR, however it has more refined land uses . The Updated Scenario
2 includes two large warehouses on the remainder of the site.
Exhibits 4 & 5 provide the conceptual site layout for the Updated Scenario 1 and 2, respectively . Table 2
provides a summary of the two updated development scenarios. The Updated Scenario 1 assumed 8
Page | 9 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
separate warehouse/office buildings with 217th Street W bisecting the site, while the Updated Scenario 2
assumed 6 buildings with 2 large warehouse/office buildings and access from 217th Street W and 220th
Street W. Both scenarios included access from Jacquard Avenue. For the Update Scenarios 1 and 2 it was
assumed that the majority of the buildings would be 90% warehouse and 10% office. To provide a more
conservative analysis, it was assumed that one building in each scenario would be a high-cube parcel hub
warehouse, which generates significantly more traffic than a standard warehouse.
TABLE 2: UPDATED AUAR DEVELOPMENT SCENARIOS
Full Development Scenario 1
Land Use Size
LUC 150 – Warehouse 803,041 Square Feet
LUC 710 – Office 89,227 Square Feet
LUC 156 – High -Cube Parcel Hub Warehouse 1,104,556 Square Feet
Full Development Scenario 2
Land Use Size
LUC 150 – Warehouse 2,011,090 Square Feet
LUC 710 – Office 223,454 Square Feet
LUC 156 – High -Cube Parcel Hub Warehouse 769,500 Square Feet
4.4 TRIP GENERATION
T OTAL TRIP GENERATION COMPARISON
Trip generation for the 2015 AUAR was calculated based on the Institute of Transportation Engineers (ITE)
Trip Generation Manual, 9th Edition. Table 3 provides a summary of the anticipated trips generated by the
two development scenarios included in the 2015 AUAR. These trip estimates are provided for the long-term
development plans.
TABLE 3: TRIP GENERATION FORECAST (2015 AUAR)
Scenario AM Peak Hour PM Peak Hour Daily
Total In Out Total In Out
Scenario 1 948 780 168 973 216 757 9,592
Scenario 2 1,280 1,054 226 1,313 292 1,021 12,938
Tr ip generation forecasts were developed based the updated site plan in Exhibit 4. Trip generation rates
for the warehouse, office, and high-cube parcel hub warehouse were based on information provided in
ITE’s Trip Generation Manual , 10th Edition. Trip generation rates for office land use decreased slightly while
the trip generation rate for the Warehouse land use has decreased by approximately 50% when comparing
the rate from the 9th Edition that was used in the 2015 AUAR to the 10th Edition of the manual. This is due,
in part , because of more up-to-date data points that were added to the 10th Edition of the manual (3.56 trips
per 1,000 SF in the 9th Edition vs. 1.74 trips per 1,000 SF in the 10th Edition).
Table 4 provides a summary of the trip generation forecast for the Updated Scenarios. Because Updated
Scenario 1 includes a larger high-cube warehouse than Updated Scenario 2, the total trip generation for
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 10
the scenarios are similar even though Updated Scenario 2 has significantly more developed square footage.
Both Updated scenarios generate less peak hour and total daily trips than the 2015 AUAR Scenario 2.
TABLE 4: TRIP GENERATION FORECAST
Scenario AM Peak Hour PM Peak Hour Daily
Total In Out Total In Out
Updated Scenario 1 1,076 631 445 1,028 553 425 11,411
Updated Scenario 2 1,140 756 384 1,131 479 652 11,639
As previously mentioned, after discussions with the property owner, Updated Scenario 1 is the more likely
development scenario. While Updated Scenario 1 generates slightly less peak hour trips t han Updated
Scenario 2, Updated Scenario 1 has two proposed site accesses while Updated Scenario 2 has three
proposed site accesses which means that the number of development trips at the Jacquard Avenue and
217th Street accesses would be higher in Updated Scenario 1 as they would be concentrated at two
accesses versus three. Based on these reasons, the Updated Scenario 1 was analyzed.
Three build analysis scenarios were included in the analysis:
•2025 Partial Build Scenario – includes the existing developments on site as well as the
development of the 158,000 square foot ready to build pad and the high-cube parcel warehouse.
This scenario assumes one site access would be provided at 217th Street W & CSAH 9.
•2025 Full Build Scenario – includes full site development (as shown in Exhibit 4). Site access
would be provided at both 217th Street W & CSAH 9 and CSAH 70 & Jacquard Avenue.
•2040 Full Build Scenario – includes full site development (as shown in Exhibit 4 ) plus background
traffic growth occurring between 2025 and 2040 based on anticipated developments near the study
area. Site access would be provided at both 217th Street W & CSAH 9 and CSAH 70 & Jacquard
Avenue.
Tables 5 provides a summary of the land uses assumed for the Partial and Full Build of Updated Scenario
1.
TABLE 5: UPDATED DEVELOPMENT SCENARIO 1 LAND USES
Partial Build Updated Scenario 1
Land Use Size
LUC 150 – Warehouse 349,000 Square Feet
LUC 710 – Office 39,000 Square Feet
LUC 156 – High -Cube Parcel Hub Warehouse 1,104,556 Square Feet
Full Build Updated Scenario 1
Land Use Size
LUC 150 – Warehouse 803,041 Square Feet
LUC 710 – Office 89,227 Square Feet
LUC 156 – High -Cube Parcel Hub Warehouse 1,104,556 Square Feet
Page | 11 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
ANTICIPATED TRIP GENERATION
Table 6 provides a summary of the trip generation forecast for the proposed Partial Build Updated Scenario
1.The total trip generation is anticipated to be 9,546 daily trips, 877 trips during the AM peak hour, and 817
trips during the PM peak hour.
Table 7 provides a more detailed summary of the trip generation forecast for the proposed Full Build
Updated Scenario 1. The total trip generation is anticipated to be 11,411 daily trips, 1,076 trips during the
AM peak hour, and 1,028 trips during the PM peak hour.
TABLE 6: TRIP GENERATION SUMMARY (PARTIAL BUILD UPDATED S CENARIO 1)
Land Use Intensity AM Peak Hour PM Peak Hour Daily Total In Out Total In Out
EXISTING DEVELOPMENT
Warehouse 207,250 Square Feet 35 27 8 39 11 28 361
Office 23,000 Square Feet 27 23 4 26 4 22 224
TOTAL TRIPS (EXISTING) 62 50 12 65 15 50 585
PARTIAL BUILD UPDATED DEVELOPMENT
High -Cube Parcel Hub Warehouse 1,104,556 Square Feet 773 387 386 707 481 226 8,560
Warehouse 142,000 Square Feet 24 18 6 27 7 20 247
Office 16,000 Square Feet 18 15 3 18 3 15 154
TOTAL TRIPS (PARTIAL UPDATED) 815 420 395 752 491 261 8,961
TOTAL TRIPS (EXISTING + PARTIAL UPDATED) 877 470 407 817 506 311 9,546
TABLE 7: TRIP GENERATION SUMMARY (FULL BUILD UPDATED SCENARI O 1)
Land Use Intensity AM Peak Hour PM Peak Hour Daily Total In Out Total In Out
EXISTING DEVELOPMENT
Warehouse 207,250 Square Feet 35 27 8 39 11 28 361
Office 23,000 Square Feet 27 23 4 26 4 22 224
TOTAL TRIPS (EXISTING) 62 50 12 65 15 50 585
FULL BUILD UPDATED DEVELOPMENT
High -Cube Parcel Hub Warehouse 1,104,556 Square Feet 773 387 386 707 481 226 8,560
Warehouse 803,041 Square Feet 137 105 32 153 41 112 1,397
Office 89,227 Square Feet 104 89 15 103 16 87 869
TOTAL TRIPS (FULL UPDATED) 1,014 581 433 963 538 425 10,827
TOTAL TRIPS (EXISTING + FULL UPDATED) 1,076 631 445 1,028 553 425 11,411
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 12
As previously mentioned, the proposed Updated Scenario 1 is expected to generate less trips than Scenario
2 from the 2015 AUAR.
4.5 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The distribution of project traffic onto the study area roadway network and intersections was based on the
information provided in the 2015 AUAR. The following provides the general global distribution based on the
cardinal directions: 12% to/from the north, 65% to/from the west, 18% to/from the east and 5% to/from the
south.
4.6 TOTAL TRAFFIC
Exhibit 6 provides the 2025 Partial Build peak hour traffic volumes, Exhibit 7 provides the 2025 Full Build
peak hour traffic volumes, and Exhibit 8 provides the 2040 Full Build peak hour traffic volumes. These
were determined by adding the background traffic volumes to the project traffic volumes.
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July 2020
5.0 INTERSECTION CAPACITY ANALYSIS
5 .1 ANALYSIS SCENARIOS
As part of the 2015 AUAR, the Existing Year was assumed to be 2015, and the future years included Short-
Term (2020) and Long -Term (2035). As part of this update to the traffic analysis, the study focused on 2025
short -term conditions and 2040 long -term conditions. Table 8 describes the conditions analyzed for the
updated AUAR traffic analysis.
TABLE 8: ANALYSIS SCENARIO SUMMARY
CONDITION VOLUME AND ROADWAY NETWORK ASSUMPTIONS
Condition 1
2025 No-Build
VOLUMES: Based on 2015 AUAR 2020 No Build plus adjustments made for
developments on site, adjacent developments, and 2018 turning movement counts.
ROADWAY NETWORK: CSAH 70 expanded to 4 lanes with dedicated turn lanes on all
approches; side street-stop at 217th Street W & CSAH 9. (All mitigation is consistent with
the 2015 AUAR)
Condition 2
2025 Partial Build
VOLUMES: Condition 1 traffic volumes plus Partial Build traffic volumes.
ROADWAY NETWORK: Same as Condition 1.
Condition 3
2025 Full Build
VOLUMES: Condition 1 traffic volumes plus Full Build traffic volumes.
ROADWAY NETWORK: Condition 1 network plus the addition of Jacquard Avenue
access at CSAH 70 .
Condition 4
2040 No-Build
VOLUMES: Based on 2015 AUAR 2035 No Build plus adjustments made for
developments on site, adjacent developments, and 2018 turning movement counts.
ROADWAY NETWORK: CSAH 70 e xpanded to 4 lanes plus dual left-turn lanes on all
approaches and a dual right-turn lane for the southbound approach at CSAH 70 & CSAH
9. Turn lane expansions are additional mitigation beyond the current CSAH 70 roadway
improvements but are consistent with the 2015 AUAR mitigation.
Condition 5
2040 Full Build
VOLUMES: Condition 4 traffic volumes plus Full Build traffic volumes
ROADWAY NETWORK: Condition 4 network plus dual northbound left at CSAH 70 &
Jacquard Avenue and a signal at 217th Street W & CSAH 9. The turn lane expansion is
additional mitigation beyond the current CSAH 70 roadway improvements but is
consistent with the 2015 AUAR mitigation.
5.2 LEVEL OF SERVICE OVERVIEW
An intersection capacity analysis was performed at the study intersections for the five scenarios listed in
Table 8. The capacity analysis was performed for the weekday AM and PM peak hours, and traffic modeling
software was used to determine intersection delay and level of service (LOS).
LOS is a quantitative measure used by traffic engineers to describe the operations of an intersection or
along a roadway segment . It ranges from A to F, with A being the best and F being the worst level of
operation. LOS A conditions are characterized by minimal vehicle delay and free-flow conditions, while
LOS F is characterized by long vehicle delay – usually when demand exceeds available roadway capacity.
Although LOS E is defined as at -capacity, LOS D is generally the minimum acceptable level of operation
at an intersection in the Twin Cities Metro area. Each study intersection was analyzed based on the
Synchro/SimTraffic software. For unsignalized intersections, LOS was reported for the worst approach and
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 14
the overall intersection. This was done to ensure that the mainline LOS did not hide any potential issues on
the minor street. The overall intersection LOS was reported for signalized intersections.
Table 9 provides the LOS grading criteria for unsignalized and signalized intersections. For the purposes
of this traffic analysis, it was assumed that acceptable level of service for the overall intersection is LOS D
or better and the acceptable level of service for an individual movement is LOS E or better.
TABLE 9: LEVEL OF SERVICE GRADING CRITERIA
Level of Service
Average Control Delay (seconds/vehicle) at:
Unsignalized Intersections Signalized Intersections
A 0 – 10 0 – 10
B > 10 – 15 > 10 – 20
C > 15 – 25 > 20 – 35
D > 25 – 35 > 35 – 55
E > 35 – 50 > 55 – 80
F > 50 > 80
5.3 2025 NO-BUILD LEVEL OF SERVICE ANALYSIS
A capacity analysis was conducted for 2025 No -Build traffic conditions at the study intersections to
determine baseline conditions for the 2025 analysis year. The analysis was performed for weekday AM and
PM peak hours and is based on the traffic volumes provided in Exhibit 2. The improvements lis ted in
Table 8 for Condition 1 were incorporated into the traffic model. Signal timings at the study intersections
were adjusted to account for the change in geometry and volumes.
Table 10 provides a summary of the capacity analysis at the study intersections. Based on the analysis, all
intersections are anticipated to operate at acceptable LOS and there are no queuing issues at the study
intersections.
TABLE 10: 2025 NO-BUILD CONDITIONS DELAY AND LOS SUMMARY
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 8.0 A 11.9 B
CSAH 70 & CSAH 9 Signal 15.5 B 24.9 C
CSAH 9 & 217th Street W EB/WB Side-Street Stop 4.1 / 10.5 A / B 5.1 / 10.1 A / B
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
5.4 2025 PARTIAL BUILD LEVEL OF SERVICE ANALYSIS
A capacity analysis was performed for 2025 Partial Build traffic conditions at the study intersections to
determine if the addition of partial build project traffic significantly impacts operating conditions of the study
intersections with site access only provided at 217th Street W & CSAH 9. The analysis was performed for
weekday AM and PM peak hours and is based on the traffic volumes provided in Exhibit 6. 2025 No -Build
intersection control and geometry was assumed for this analysis.
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July 2020
Table 11A provides a summary of the capacity analysis at the study intersections. Based on the analysis,
all intersections are operating at acceptable LOS with the exception of CSAH 9 & 217th Street W. The side-
street stop movements are expected to operate at LOS F without mitigation. There are no queuing issues
at CSAH 70 & Jacquard Avenue. At CSAH 70 & CSAH 9, 95th percentile queues on the eastbound and
northbound left turns extend past their storage capacity. At 217th Street W & CSAH 9, 95th percentile queues
on t he eastbound approach in the AM and PM peaks would block the first driveway accesses on 217th
Street. If no access is provided at Jacquard Avenue, the northbound left turn lane at CSAH 70 & CSAH 9
will need to be extended if site trip generation reaches the Updated Scenario 1 volumes.
TABLE 11A: 2025 PARTIAL BUILD CONDITIONS DELAY AND LOS SUMMARY
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 9.5 A 12.4 B
CSAH 70 & CSAH 9 Signal 21.6 C 41.2 D
CSAH 9 & 217th Street EB/WB Side-Street Stop 90.2 / 100+ F / F 42.4 / 100+ E / F
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
CSAH 9 & 217th Street was reanalyzed with a signal . Based on the capacity analysis shown in Table 11B,
a signal at CSAH 9 & 217th Street would operate at an acceptable LOS. While the Jacquard Avenue
connection is the recommended mitigation measure to address operational issues at CSAH 9 & 217th
Street, if the Jacquard Avenue connection is not completed, it is recommended that signal be installed at
CSAH 9 & 217th Street .
TABLE 11B: 2025 PARTIAL BUILD CONDITIONS DELAY AND LOS SUMMARY
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 9 & 217th Street Signal 21.7 C 17.9 B
Note: Overall intersection control. For side -street stop control, delay and LOS are reported for the overall intersection and for the worst
approach.
5.5 2025 FULL BUILD LEVEL OF SERVICE ANALYSIS
A capacity analysis was performed for 2025 Full Build traffic conditions at the study intersections to
determine if the addition of full build project traffic significantly impacts operating conditions of the study
intersections. This analysis assumed site access at 217th Street W & CSAH 9 as well as at CSAH 70 &
Jacquard Avenue. The analysis was performed for weekday AM and PM peak hours and is based on the
traffic volumes provided in Exhibit 7. The geometry from Table 8 for Condition 3 was used in the analysis.
Table 12 provides a summary of the capacity analysis at the study intersections. Based on the analysis, all
intersections are operating at acceptable LOS and there are no queuing issues at the study intersections
except the northbound left at CSAH 70 & Jacquard Avenue where the 95th percentile queue extends just
beyond the storage capacity. No additional mitigation would be required.
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 16
TABLE 12: 2025 FULL BUILD CONDITIONS DELAY AND LOS SUMMARY
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 15.1 B 15.8 B
CSAH 70 & CSAH 9 Signal 20.1 C 30.6 C
CSAH 9 & 217th Street EB/WB Side -Street Stop 7.3 / 24.5 A / C 7.8 / 18.1 A / C
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
5.6 2040 NO-BUILD LEVEL OF SERVICE ANALYSIS
A capacity analysis was conducted for 2040 No -Build traffic conditions at the study intersections to
determine baseline conditions for the 2040 analysis year. The analysis was performed for weekday AM and
PM peak hours and is based on the traffic volumes provided in Exhibit 3. The improvements listed in Table
8 for Condition 4 were incorporated into the traffic model. Signal timings at the study intersections were
adjusted to account for the change in geometry and traffic volumes.
Table 13 provides a summary of the capacity analysis at the study intersections. Based on the analysis, all
intersections are operating at acceptable LOS except for the following intersections:
•CSAH 70 & CSAH 9 (PM peak hour)
•CSAH 9 & 217th Street W (PM peak hour)
The failing movements are consistent with the 2015 AUAR 2035 No-Build analysis results and all proposed
mitigation remains valid.
Based on the 95th percentile queue results for 2040 No -Build Conditions, the following movements have
excessive queues or queues that extend beyond their storage capacity.
•CSAH 70 & Jacquard Avenue – In the PM Peak, excessive eastbound and westbound through
queues .
•CSAH 70 & CSAH 9 – In the PM Peak, excessive eastbound, westbound, and northbound through
queues. Eastbound left and northbound left queues extend beyond their storage capacity
•CSAH 9 & 217th Street W – In the PM Peak, excessive northbound queues, which is the result of
the CSAH 70 & CSAH 9 intersection. Queues for the eastbound and westbound movements
destined to the north are excessive due to no gaps in northbound queuing
The SimTraffic reports, which include the 95th percentile queueing results, are provided in Appendix B.
TABLE 13: 2040 NO-BUILD CONDITIONS DELAY AND LOS SUMMARY
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 31.8 C 43.6 D
CSAH 70 & CSAH 9 Signal 41.0 D 100+ F
CSAH 9 & 217th Street EB/WB Side -Street Stop 5.4 / 30.9 A / D 39.4 / 100+ E / F
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
Page | 17 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
5.7 2040 FULL BUILD LEVEL OF SERVICE ANALYSIS
A capacity analysis was performed for 2040 Full Build traffic conditions at the study intersections to
determine if the addition of full build project traffic significantly impacts operating conditions of the study
intersections. This analysis assumed site access at 217th Street W & CSAH 9 as well as at CSAH 70 &
Jacquard Avenue. The analysis was performed for weekday AM and PM peak hours and is based on the
traffic volumes provided in Exhibit 8. The geometry from Table 8 for Condition 5 was used in the analysis,
this includes all the 2015 AUAR mitigation recommendations.
Table 14 provides a summary of the capacity analysis at the study intersections with all the 2015 AUAR
mitigation recommendations. Based on the analysis, all intersections are operating at acceptable LOS
except for the following intersections:
•CSAH 70 & Jacquard Avenue (PM peak hour)
•CSAH 70 & CSAH 9 (PM peak hour)
The failing movements are consistent with the 2015 AUAR 2035 Build analysis results except for CSAH 70
& CSAH 9 during the PM peak hour, which operated at LOS E in the long-term year (2035) analysis results
in the 2015 AUAR. The change in delay is due to the increase in background traffic from 2035 to 2040.
Based on the 95th percentile queue results for 2040 Build Conditions, the following movements have
excessive queues or queues that extend beyond their storage capacity.
•CSAH 70 & Jacquard Avenue – In the PM Peak, excessive eastbound and westbound through
queues.
•CSAH 70 & CSAH 9 – In the PM Peak, excessive eastbound, westbound, and northbound through
queues. Eastbound left and northbound left queues extend beyond their storage capacity.
The SimTraffic reports, which include the 95th percentile queueing results, are provided in Appendix B.
TABLE 14A: 2040 FULL BUILD CONDITIONS DELAY AND LOS SUMMARY
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 52.8 D 96.2 F
CSAH 70 & CSAH 9 Signal 48.8 D 100+ F
CSAH 9 & 217th Street Signal 11.8 B 11.6 B
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
CSAH 70 was analyzed as a 6-lane roadway due to the poor operations along CSAH 70 in the PM peak hour. Expanding CSAH 9 to a 4-lane roadway between CSAH 70 and 217th Street was also included as
part of the additional mitigation. Based on the capacity analysis shown in Table 14B, expanding CSAH 70
from a 4-lane roadway to a 6-lane roadway would improve operations to a more acceptable LOS.
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 18
TABLE 14B: 2040 FULL BUILD CONDITIONS DELAY AND LOS SUMMARY WITH ADDITIONAL
MITIGATION
INTERSECTION TRAFFIC CONTROL
AM PEAK HOUR PM PEAK HOUR
DELAY
(Sec/Veh) LOS DELAY (Sec/Veh) LOS
CSAH 70 & Jacquard Avenue Signal 21.3 C 31.5 C
CSAH 70 & CSAH 9 Signal 33.7 C 57.3 E
CSAH 9 & 217th Street Signal 11.3 B 11.9 B
Note: Overall intersection delay and LOS reported for signal control. For side-street stop control, delay and LOS are reported for the overall
intersection and for the worst approach.
Page | 19 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
6.0 CONCLUSIONS AND RECOMMENDATIONS
The Interstate South Logistics Park AUAR has been updated based on existing development and updated
development scenarios. The preceding traffic analysis provided a review of project traffic forecasts for the
Updated Scenarios 1 & 2 and analysis for Partial Build and Full Build of the Updated Scenario 1, and an
analysis of future operating conditions to assist in determining if the mitigation plan determined in the 2015
AUAR remains valid for 2025 and 2040 conditions. The following provides a summary of the analys is.
6.1 PROJECT TRAFFIC DEVELOPMENT
The trip generation is anticipated to be 11,411 daily trips, 1,076 trips during the AM peak hour, and 1,028
trips during the PM peak hour in Full Build Updated Scenario 1. This is lower than Scenario 2 from the 2015
AUA R. The 2015 AUAR Scenario 2 projected 12,938 daily trips, 1,280 trips during the AM peak hour, and
1,313 trips during the PM peak hour.
After discussions with the property owner, Updated Scenario 1 is the more likely development scenario.
While Updated Scenario 1 generates slightly less peak hour trips than Updated Scenario 2, Updated
Scenario 1 has two proposed site accesses while Updated Scenario 2 has three proposed site accesses
which means that the number of development trips at the Jacquard Avenue and 217th Street accesses
would be higher in Updated Scenario 1 as they would be concentrated at two accesses versus three. Based
on these reasons, the Updated Scenario 1 was analyzed.
6.2 2025 NO-BUILD LEVEL OF SERVICE ANALYSIS SUMMARY
A capacity analysis was conducted for 2025 No -Build traffic conditions at the study intersections to
determine baseline conditions for the 2025 analysis year. The improvements listed in Table 8 for Condition
1 were incorp orated into the traffic model. Signal timings at the study intersections were adjusted to account
for the change in geometry and volumes.
Based on the analysis, all intersections are anticipated to operate at acceptable LOS and there are no
queuing issues at the study intersections
6.3 2025 PARTIAL BUILD LEVEL OF SERVICE ANALYSIS SUMMARY
A capacity analysis was performed for 2025 Partial Build traffic conditions at the study intersections to
determine if the addition of partial build project traffic significantly impacts operating conditions of the study
intersections with access to the site only provided at 217th Street W & CSAH 9. The 2025 No -Build
intersection control and geometry was assumed for this analysis.
Based on the analysis, all intersections are operating at acceptable LOS with the exception of CSAH 9 &
217th Street W. The side-street stop movements are expected to operate at LOS F without mitigation. There
are no queuing issues at CSAH 70 & Jacquard Avenue. At CSAH 70 & CSAH 9, 95th percentile queues on
the eastbound and northbound left turns extend past their storage capacity. At 217th Street W & CSAH 9,
95th percentile queues on the eastbound approach in the AM and PM peaks would block the first driveway
accesses on 217th Street.
CSAH 9 & 217th Street was reanalyzed with a signal. Based on the capacity analysis, a signal at CSAH 9
& 217th Street would operate at an acceptable LOS. While the Jacquard Avenue connection is the
recommended mitigation measure to address operational issues at CSAH 9 & 217th Street, if the Jacquard
Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020 Page | 20
Avenue connection is not completed, it is recommended that signal be installed at CSAH 9 & 217th Street.
In addition, the northbound left turn lane at CSAH 70 & CSAH 9 should be extended if site trip generation
reaches the Updated Scenario 1 volumes.
6.4 2025 FULL BUILD LEVEL OF SERVICE ANALYSIS SUMMARY
A capacity analysis was performed for 2025 Full Build traffic conditions at the study intersections to
determine if the addition of full build project traffic significantly impacts operating conditions of the study
intersections. This analysis assumed site access at 217th Street W & CSAH 9 as well as at CSAH 70 &
Jacquard Avenue. The geometry from Table 8 for Condition 3 was used in the analysis.
Based on the analysis, all intersections are operating at acceptable LOS and there are no queuing issues
at the study intersections. No additional mitigation would be required beyond the planned CSAH 70
expansion.
6.5 2040 NO-BUILD LEVEL OF SERVICE ANALYSIS SUMMARY
A capacity analysis was conducted for 2040 No -Build traffic conditions at the study intersections to
determine baseline conditions for the 2040 analysis year. The improvements listed in Table 8 for Condition
4 were incorporated into the traffic model. Signal timings at the study intersections were adjusted to account
for the change in geometry and traffic volumes.
Based on the analysis, all intersections are operating at acceptable LOS except for the following
intersections:
•CSAH 70 & CSAH 9 (PM peak hour)
•CSAH 9 & 217th Street (PM peak hour)
The failing movements are consistent with the 2015 AUAR 2035 No-Build analysis results and all proposed
mitigation remains valid.
6.7 2040 FULL BUILD LEVEL OF SERVICE ANALYSIS SUMMARY
A capacity analysis was performed for 2040 Full Build traffic conditions at the study intersections to
determine if the addition of full build project traffic significantly impacts operating conditions of the study
intersections. This analysis assumed site access at 217th Street W & CSAH 9 as well as at CSAH 70 &
Jacquard Avenue. The geometry from Table 6 for Condition 5 was used in the analysis.
Based on the analysis, all intersections are operating at acceptable LOS except for the following
intersections:
•CSAH 70 & Jacquard Avenue (PM peak hour)
•CSAH 70 & CSAH 9 (PM peak hour)
The failing movements are consistent with the 2015 AUAR 2035 Build analysis results except for CSAH
70 & CSAH 9 during the PM peak hour, which operated at LOS E in the long-term year (2035) analysis
res ults in the 2015 AUAR. The change in delay is due to the increase in background traffic from 2035 to
2040.
Expanding CSAH 9 to a 4-lane roadway between CSAH 70 and 217th Street and expanding CSAH 70 to a
6-lane roadway in 2040 would improve the intersection operations to an acceptable LOS .
Page | 21 Interstate South Logistics Park AUAR Update │ Attachment B - Traffic Analysis
July 2020
APPENDIX
Appendix A: EXHIBITS
Appendix B: SIMTRAFFIC REPORTS
Interstate South Logistics Park AUAR Update │ Appendix B - Traffic Analysis July 2020 Page | 22
Appendix A: Exhibits
Jacquard AvenueJacquard Avenue210th Street W210th Street W217th Street W217th Street W35220th Street W220th Street W23COUNTYHolyoke AvenueHolyoke Avenue70COUNTY215th Street W215th Street WHamburg AvenueHamburg Avenue9COUNTY225th Street W225th Street W50COUNTYKenrickAvenueNOT TO SCALENEXHIBIT 1PROJECT LOCATION MAPLEGENDProposed Site Location2015 AUAR Study IntersectionsAUAR Update Study Intersections
NOT TO SCALEN120 (144)70 (99) 495 (875)125 (50) 275 (90)627 (751)EXHIBIT 22025 NO-BUILDTRAFFIC VOLUMES155 (146)73 (162) 90 (26) 340 (617)89 (184)27 (80)203 (89)154 (223)152 (118)77 (223)455 (555)164 (157)47 (14)209 (409) 76 (22) 0 (0)2 (7)26 (60)8 (1)3 (1)473 (330)11 (47)0 (0)1 (3)LEGENDProposed Site LocationAUAR Update Study IntersectionsAM (PM) Peak Hour Traffic VolumesXX (XX)
NOT TO SCALEN120 (144)70 (99) 1,941 (1,916)125 (50) 275 (90)1,249 (2,367)EXHIBIT 32040 NO-BUILDTRAFFIC VOLUMES613 (364)73 (162) 155 (52) 1,113 (1,242)119 (184)58 (170)203 (100)357 (431)152 (118)160 (745)867 (1,439)375 (366)47 (14)362 (638) 128 (35) 0 (0)4 (11)42 (91)12 (2)3 (1)659 (520)11 (47)0 (0)1 (3)LEGENDProposed Site LocationAUAR Update Study IntersectionsAM (PM) Peak Hour Traffic VolumesXX (XX)
NOT TO SCALENEXHIBIT 4UPDATED SCENARIO 1 CONCEPT PLAN217th STREET WESTDODD BOULEVARD217th STREET WESTDODD BOULEVARDGAS PIPELINE EASEMENT217th STREETWESTBUILDING E (CONCEPT)+/-1,104,556 SF+/- 75 ACRESCOUNTY ROAD 70JACQUARD AVENUE217th STREET WESTBUILDING B EXISTING+/-130,192 SF+/- 9 ACRESBUILDING A APPROVED+/-157,820 SF+/- 11 ACRESBUILDING D (CONCEPT)+/-136,448 SF+/- 12 ACRESBUILDING C EXISTING+/-100,084 SF+/- 9 ACRESBUILDING F (CONCEPT)+/-182,000 SF+/- 11 ACRESBUILDING G (CONCEPT)+/-156,000 SF+/- 10 ACRESBUILDING H (CONCEPT)+/-260,000 SF+/- 18 ACRES
NOT TO SCALENEXHIBIT 5UPDATED SCENARIO 2 CONCEPT PLAN217th STREET WESTDODD BOULEVARDCOUNTY ROAD 70217th STREET WEST220th STREET (80' ROW)BUILDING B EXISTING+/-130,192 SF+/- 9 ACRESBUILDING A APPROVED+/-157,820 SF+/- 11 ACRESBUILDING D (CONCEPT)+/-136,448 SF+/- 9 ACRESBUILDING E (CONCEPT)+/-1,710,000 SF(INCLUDES 855,000 SFMEZZANINE)+/- 52 ACRESBUILDING F (CONCEPT)+/-769,500 SF+/- 44 ACRESGAS PIPELINE EASEMENTJACQUARD AVENUE220th STREET WEST217th STREET WESTBUILDING C EXISTING+/-100,084 SF+/- 9 ACRES
NOT TO SCALEN120 (144)70 (99) 713 (1019)125 (50) 275 (90)858 (1021)EXHIBIT 62025 PARTIAL BUILDTRAFFIC VOLUMES155 (146)136 (235) 90 (26) 340 (617)194 (307)27 (80)301 (154)372 (377)211 (157)77 (223)455 (555)395 (427)446 (480)209 (409) 76 (22) 0 (0)2 (7)26 (60)8 (1)24 (26)473 (330)386 (295)0 (0)21 (16)LEGENDProposed Site LocationAUAR Update Study IntersectionsAM (PM) Peak Hour Traffic VolumesXX (XX)
NOT TO SCALEN120 (144)0 (0) 70 (99) 538 (918)46 (43)125 (50)65 (64)238 (235)0 (0) 275 (90)685 (805)320 (296)EXHIBIT 72025 FULL BUILDTRAFFIC VOLUMES178 (167)120 (205) 90 (26) 363 (639)170 (259)27 (80)242 (127)197 (276)178 (143)103 (249)494 (593)222 (211)233 (186)209 (409) 76 (22) 0 (0)2 (7)26 (60)8 (1)32 (28)473 (330)119 (153)0 (0)23 (24)LEGENDProposed Site LocationAUAR Update Study IntersectionsAM (PM) Peak Hour Traffic VolumesXX (XX)
NOT TO SCALEN120 (144)0 (0) 70 (99) 1,984 (1,959)46 (43)125 (50)65 (64)238 (234)0 (0) 275 (90)1,307 (2,421)320 (296)EXHIBIT 82040 FULL BUILDTRAFFIC VOLUMES636 (385)120 (205) 155 (52) 1,136 (1,264)200 (259)58 (170)242 (138)400 (474)178 (143)186 (771)906 (1,477)433 (420)233 (186)362 (638) 128 (35) 0 (0)4 (11)42 (91)12 (2)32 (28)659 (520)119 (153)0 (0)23 (24)LEGENDProposed Site LocationAUAR Update Study IntersectionsAM (PM) Peak Hour Traffic VolumesXX (XX)
Page | 23 Interstate South Logistics Park AUAR Update │ Appendix B - Traffic Analysis July 2020
Appendix B : SimTraffic Reports
SimTraffic Performance Report Interstate South Logistics Park
2025 No-Build - AM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s)2.1 0.3 0.0 0.0 3.8 3.9 0.8
Total Del/Veh (s)9.8 3.5 11.3 7.1 24.7 5.8 8.0
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 1.8 0.1 1.9 0.0 0.0 0.0 2.6 0.6 2.7
Total Del/Veh (s)15.9 18.7 6.8 15.5 14.8 4.7 19.4 25.3 7.3 21.4 30.7 6.0
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)15.5
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.6 0.4 3.4 0.1 3.7 0.4 3.9 0.1 0.0 0.0 0.3
Total Del/Veh (s)8.3 3.1 8.5 4.0 1.4 1.0 0.1 10.5 7.5 7.2 4.1
Total Network Performance
Denied Del/Veh (s)1.1
Total Del/Veh (s)23.3
Queuing and Blocking Report Interstate South Logistics Park
2025 No-Build - AM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB WB WB WB SB SB
Directions Served L TTTTRLR
Maximum Queue (ft) 132 69 82 125 119 65 90 78
Average Queue (ft) 58 19 22 42 47 18 40 30
95th Queue (ft)111 51 59 89 98 43 76 57
Link Distance (ft)2415 2415 3345 3345
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 250 250
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T T R L T T L T R L T
Maximum Queue (ft)88 146 161 37 135 116 133 160 145 119 125 102
Average Queue (ft)32 75 81 3 44 52 59 71 68 49 51 45
95th Queue (ft)69 134 138 40 96 97 109 132 124 92 98 89
Link Distance (ft)3345 3345 2927 2927 1253 2145
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 300 300 265 310
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Dodd Blvd & CSAH 70
Movement SB
Directions Served R
Maximum Queue (ft)85
Average Queue (ft)43
95th Queue (ft)76
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2025 No-Build - AM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB SB
Directions Served L TR L TR L L
Maximum Queue (ft)35 19 15 53 5 74
Average Queue (ft)10 1 1 15 0 26
95th Queue (ft)33 8 7 41 3 60
Link Distance (ft)1135 1025
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 350
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
SimTraffic Performance Report Interstate South Logistics Park
2025 No-Build - PM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s)2.1 0.2 0.0 0.0 3.7 3.7 0.6
Total Del/Veh (s)28.7 5.2 14.7 9.0 25.8 9.4 11.9
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.3 0.0 0.4 1.6 0.2 1.5 0.0 0.0 0.0 2.3 0.6 2.8
Total Del/Veh (s)33.0 27.1 7.6 22.8 26.9 5.1 32.7 23.5 5.9 25.0 39.8 11.0
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)24.9
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.2 0.1 3.7 0.2 1.8 0.3 4.3 0.0 0.0 0.0 0.3
Total Del/Veh (s)10.1 3.3 9.0 4.8 1.1 1.2 0.9 8.0 7.3 6.9 5.1
Total Network Performance
Denied Del/Veh (s)1.0
Total Del/Veh (s)36.7
Queuing and Blocking Report Interstate South Logistics Park
2025 No-Build - PM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB WB WB WB SB SB
Directions Served L TTTTRLR
Maximum Queue (ft) 121 120 103 188 202 16 114 108
Average Queue (ft) 42 42 33 73 81 5 54 43
95th Queue (ft)90 89 79 151 163 15 98 83
Link Distance (ft)2415 2415 3345 3345
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 250 250
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T T R L T T L T R L T
Maximum Queue (ft) 244 228 227 25 178 222 211 317 124 66 63 197
Average Queue (ft) 108 114 126 1 77 130 132 137 54 25 18 98
95th Queue (ft)203 188 204 19 139 204 206 237 109 53 49 170
Link Distance (ft)3345 3345 2927 2927 1253 2145
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 300 300 265 310
Storage Blk Time (%)0 1
Queuing Penalty (veh) 0 1
Intersection: 2: Dodd Blvd & CSAH 70
Movement SB
Directions Served R
Maximum Queue (ft) 139
Average Queue (ft) 55
95th Queue (ft)105
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2025 No-Build - PM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB SB
Directions Served L TR L TR L L
Maximum Queue (ft)73 23 32 80 5 45
Average Queue (ft)29 2 5 26 0 6
95th Queue (ft)59 13 23 58 4 28
Link Distance (ft)1135 1025
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 350
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1
SimTraffic Performance Report Interstate South Logistics Park
2025 Partial Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s)1.9 0.3 0.0 0.0 3.9 3.8 0.7
Total Del/Veh (s)12.7 4.4 13.3 7.6 26.9 6.9 9.5
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 1.8 0.2 1.7 0.0 0.0 0.0 2.7 0.6 2.6
Total Del/Veh (s)20.3 29.4 13.6 21.9 19.4 4.3 30.0 27.7 9.2 22.0 38.6 7.7
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)21.6
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s) 256.5 268.6 2.5 0.1 3.4 0.5 3.3 0.0 0.0 0.0 63.3
Total Del/Veh (s)386.4 271.8 6.4 10.5 6.0 3.1 0.7 14.4 11.6 12.6 90.2
Total Network Performance
Denied Del/Veh (s)33.5
Total Del/Veh (s)72.1
Queuing and Blocking Report Interstate South Logistics Park
2025 Partial Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB WB WB WB SB SB
Directions Served L TTTTRLR
Maximum Queue (ft) 157 91 98 133 168 56 112 68
Average Queue (ft) 71 24 32 65 69 17 42 33
95th Queue (ft)128 62 75 123 134 41 86 59
Link Distance (ft)2415 2415 3345 3345
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 250 250
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T T R L T T L T R L T
Maximum Queue (ft)94 194 189 299 175 142 147 279 201 144 136 205
Average Queue (ft)36 108 109 77 88 66 68 153 87 58 52 91
95th Queue (ft)79 179 172 241 156 114 125 243 157 105 102 163
Link Distance (ft)3345 3345 2927 2927 1253 2145
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 300 300 265 310
Storage Blk Time (%)0 0
Queuing Penalty (veh)1 0
Intersection: 2: Dodd Blvd & CSAH 70
Movement SB
Directions Served R
Maximum Queue (ft) 115
Average Queue (ft) 47
95th Queue (ft)88
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2025 Partial Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB SB SB
Directions Served L TR L TR L L R
Maximum Queue (ft) 325 1194 10 70 53 69 35
Average Queue (ft) 324 1020 1 15 12 26 3
95th Queue (ft)331 1451 6 44 38 58 16
Link Distance (ft)1135 1025
Upstream Blk Time (%)64
Queuing Penalty (veh)0
Storage Bay Dist (ft) 125 150 250 350 350
Storage Blk Time (%) 100
Queuing Penalty (veh) 21
Network Summary
Network wide Queuing Penalty: 22
SimTraffic Performance Report Interstate South Logistics Park
2025 Partial Build-Out - PM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s)1.9 0.3 0.0 0.0 3.8 3.7 0.5
Total Del/Veh (s)30.2 6.3 15.4 11.6 29.3 11.2 12.4
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.3 0.0 0.3 1.6 0.3 1.5 0.0 0.0 0.0 2.6 0.5 2.5
Total Del/Veh (s)64.4 51.0 22.6 44.8 36.6 5.5 68.6 30.4 13.0 26.2 48.4 11.3
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)41.2
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s) 16.4 17.0 3.7 0.2 3.7 0.3 1.7 0.0 0.0 0.0 3.2
Total Del/Veh (s)188.6 82.0 10.8 8.6 9.5 2.9 0.8 13.9 12.9 13.1 42.4
Total Network Performance
Denied Del/Veh (s)2.3
Total Del/Veh (s)69.1
Queuing and Blocking Report Interstate South Logistics Park
2025 Partial Build-Out - PM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB WB WB WB SB SB
Directions Served L TTTTRLR
Maximum Queue (ft) 116 144 141 221 221 38 113 104
Average Queue (ft) 47 50 53 85 93 5 54 43
95th Queue (ft)96 106 111 166 175 20 98 85
Link Distance (ft)2415 2415 3345 3345
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 250 250
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T T R L T T L T R L T
Maximum Queue (ft) 362 349 352 386 355 395 327 408 644 322 59 303
Average Queue (ft) 170 186 187 156 181 181 178 274 163 64 17 162
95th Queue (ft)335 306 296 362 323 341 300 419 545 231 46 259
Link Distance (ft)3345 3345 2927 2927 1253 2145
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 300 300 265 310
Storage Blk Time (%)5112300160 1
Queuing Penalty (veh) 13 2 5 5 11 0 0 50 0 1
Intersection: 2: Dodd Blvd & CSAH 70
Movement SB
Directions Served R
Maximum Queue (ft) 106
Average Queue (ft) 49
95th Queue (ft)90
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2025 Partial Build-Out - PM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB SB SB
Directions Served L TR L TR L L R
Maximum Queue (ft) 322 885 33 64 60 42 21
Average Queue (ft) 244 395 5 27 15 8 2
95th Queue (ft)405 1117 22 58 44 29 13
Link Distance (ft)1135 1025
Upstream Blk Time (%)11
Queuing Penalty (veh)0
Storage Bay Dist (ft) 125 150 250 350 350
Storage Blk Time (%) 69
Queuing Penalty (veh) 11
Network Summary
Network wide Queuing Penalty: 99
SimTraffic Performance Report Interstate South Logistics Park
2025 Partial Build-Out - AM Peak Hour (Signal at 217th)
07/22/2020 SimTraffic Report
Kimley-Horn Page 1
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.2 1.0 5.6 0.1 3.7 0.5 3.1 0.0 0.0 0.0 1.0
Total Del/Veh (s)37.9 5.8 16.4 5.9 11.8 16.2 3.8 24.9 20.3 15.9 21.7
Queuing and Blocking Report Interstate South Logistics Park
2025 Partial Build-Out - AM Peak Hour (Signal at 217th)
07/22/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T R L T R
Maximum Queue (ft) 324 417 8 52 57 326 27 97 163 157
Average Queue (ft)231 41 1 12 14 135 2 36 60 63
95th Queue (ft)325 206 7 38 43 253 14 76 130 116
Link Distance (ft)1135 1025 871 1253
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350 350
Storage Blk Time (%) 35 1
Queuing Penalty (veh) 7 0
SimTraffic Performance Report Interstate South Logistics Park
2025 Partial Build-Out - PM Peak Hour (Signal at 217th)
SimTraffic Report
Kimley-Horn Page 1
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.3 0.9 4.4 0.2 3.7 0.4 4.1 0.0 0.0 0.0 0.7
Total Del/Veh (s)22.3 5.1 17.7 6.2 15.4 12.9 3.8 23.6 21.9 17.5 18.1
Queuing and Blocking Report Interstate South Logistics Park
2025 Partial Build-Out - PM Peak Hour (Signal at 217th)
SimTraffic Report
Kimley-Horn Page 2
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T R L T R
Maximum Queue (ft) 268 43 24 86 57 215 16 44 234 132
Average Queue (ft)133 8 3 25 16 82 1 12 94 67
95th Queue (ft)221 29 17 60 46 168 6 35 173 105
Link Distance (ft)1135 1025 871 1253
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350 350
Storage Blk Time (%) 10 0
Queuing Penalty (veh) 2 0
SimTraffic Performance Report Interstate South Logistics Park
2025 Full Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)1.9 0.5 1.9 0.0 0.0 0.0 3.4 3.4 3.8 3.9 1.3
Total Del/Veh (s)15.0 9.5 5.5 15.9 17.0 8.1 46.5 8.8 26.6 6.7 15.1
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 1.8 0.2 1.7 0.0 0.0 0.0 2.5 0.7 2.5
Total Del/Veh (s)20.7 26.5 10.2 20.0 18.6 4.0 25.6 28.9 9.7 23.8 33.4 7.2
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)20.1
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.2 0.4 3.3 0.1 3.2 0.5 3.2 0.1 0.0 0.0 0.7
Total Del/Veh (s)24.5 3.2 17.2 6.8 3.2 1.9 0.3 10.7 8.6 8.7 7.3
Total Network Performance
Denied Del/Veh (s)1.5
Total Del/Veh (s)30.4
Queuing and Blocking Report Interstate South Logistics Park
2025 Full Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB EB WB WB WB WB NB NB NB SB
Directions Served L T T R L T T R L T R L
Maximum Queue (ft) 192 139 155 87 72 164 177 78 247 317 70 121
Average Queue (ft) 74 55 56 34 23 70 81 21 149 30 29 43
95th Queue (ft)132 113 116 68 54 137 149 49 242 197 56 92
Link Distance (ft)2415 2415 3345 3345 1224
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 300 300 225 225 250
Storage Blk Time (%)6 0
Queuing Penalty (veh)4 0
Intersection: 1: CSAH 70 & Jacquard Ave
Movement SB
Directions Served R
Maximum Queue (ft)80
Average Queue (ft)31
95th Queue (ft)59
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2025 Full Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T T R L T T L T R L T
Maximum Queue (ft) 130 190 216 152 162 134 140 219 191 149 140 172
Average Queue (ft) 50 98 109 10 68 70 68 99 93 64 54 74
95th Queue (ft)100 167 183 77 129 119 123 174 169 123 106 143
Link Distance (ft)3345 3345 2927 2927 1253 2145
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 300 300 265 310
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Dodd Blvd & CSAH 70
Movement SB
Directions Served R
Maximum Queue (ft) 104
Average Queue (ft) 46
95th Queue (ft)83
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB SB SB
Directions Served L TR L TR L L R
Maximum Queue (ft) 154 71 20 50 55 71 18
Average Queue (ft) 64 16 1 14 12 19 2
95th Queue (ft)131 48 11 37 37 50 12
Link Distance (ft)1135 1025
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 350 350
Storage Blk Time (%)3 0
Queuing Penalty (veh) 1 0
Network Summary
Network wide Queuing Penalty: 5
SimTraffic Performance Report Interstate South Logistics Park
2025 Full Build-Out - PM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)2.0 0.4 1.8 0.0 0.0 0.0 3.4 3.2 3.6 3.8 1.1
Total Del/Veh (s)36.1 8.4 5.1 28.9 18.6 10.2 33.9 5.8 29.4 10.8 15.8
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.4 0.0 0.3 1.5 0.2 1.5 0.0 0.0 0.0 2.4 0.6 2.7
Total Del/Veh (s)50.0 34.6 10.0 27.9 31.0 5.3 42.5 23.1 7.0 27.3 43.5 11.3
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)30.6
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.2 0.4 2.9 0.2 3.5 0.4 2.8 0.0 0.0 0.0 0.6
Total Del/Veh (s)18.1 3.9 7.8 6.5 4.4 1.9 0.0 8.7 8.8 8.5 7.8
Total Network Performance
Denied Del/Veh (s)1.4
Total Del/Veh (s)41.2
Queuing and Blocking Report Interstate South Logistics Park
2025 Full Build-Out - PM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB EB WB WB WB WB NB NB NB SB
Directions Served L T T R L T T R L T R L
Maximum Queue (ft) 115 132 140 73 80 238 240 22 246 238 68 126
Average Queue (ft) 55 65 52 29 27 103 112 6 138 11 22 57
95th Queue (ft)102 118 107 60 64 192 199 19 220 105 49 104
Link Distance (ft)2415 2415 3345 3345 1224
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 300 300 225 225 250
Storage Blk Time (%)1
Queuing Penalty (veh)1
Intersection: 1: CSAH 70 & Jacquard Ave
Movement SB
Directions Served R
Maximum Queue (ft) 134
Average Queue (ft) 45
95th Queue (ft)92
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2025 Full Build-Out - PM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T T R L T T L T R L T
Maximum Queue (ft) 391 282 271 190 226 275 298 319 171 80 81 250
Average Queue (ft) 156 139 150 18 113 150 156 171 62 30 22 132
95th Queue (ft)305 240 242 103 202 238 247 284 132 63 57 221
Link Distance (ft)3345 3345 2927 2927 1253 2145
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 300 300 265 310
Storage Blk Time (%)3 0 0 0 0 1 0
Queuing Penalty (veh) 8 0 0 0 0 3 0
Intersection: 2: Dodd Blvd & CSAH 70
Movement SB
Directions Served R
Maximum Queue (ft) 145
Average Queue (ft) 54
95th Queue (ft)105
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 290
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB SB SB
Directions Served L TR L TR L L R
Maximum Queue (ft) 153 77 36 74 53 36 8
Average Queue (ft) 64 16 2 26 14 6 1
95th Queue (ft)117 45 17 58 40 24 7
Link Distance (ft)1135 1025
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 350 350
Storage Blk Time (%)1 0
Queuing Penalty (veh) 0 0
Network Summary
Network wide Queuing Penalty: 12
SimTraffic Performance Report Interstate South Logistics Park
2040 No-Build - AM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s)1.8 0.4 0.0 0.0 3.8 3.9 0.5
Total Del/Veh (s)43.1 5.1 46.0 35.2 63.1 31.2 31.8
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.3 1.5 0.3 1.2 0.0 0.0 0.0 2.8 1.6 2.8
Total Del/Veh (s)61.0 32.8 11.5 68.1 42.7 9.1 89.2 39.7 19.8 55.8 41.4 35.3
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.7
Total Del/Veh (s)41.0
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.0 0.1 3.4 0.1 3.0 0.6 3.2 0.0 0.0 0.0 0.4
Total Del/Veh (s)30.9 3.9 20.4 8.3 2.0 1.7 0.3 14.9 7.7 6.4 5.4
Total Network Performance
Denied Del/Veh (s)1.1
Total Del/Veh (s)69.5
Queuing and Blocking Report Interstate South Logistics Park
2040 No-Build - AM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB WB WB WB SB SB
Directions Served L TTTTRLR
Maximum Queue (ft) 303 106 123 898 914 450 134 187
Average Queue (ft) 144 36 41 383 393 91 49 69
95th Queue (ft)245 77 98 911 939 355 104 134
Link Distance (ft)2415 2415 3322 3322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 250 250
Storage Blk Time (%)11 12 0
Queuing Penalty (veh)0 16 0
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T R L L
Maximum Queue (ft) 117 123 381 357 26 171 371 529 513 270 335 370
Average Queue (ft) 52 72 208 212 1 68 49 300 307 13 175 198
95th Queue (ft)106 120 329 329 19 142 198 452 451 136 300 329
Link Distance (ft)3322 3322 2905 2905
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 325 300 300 300 300 300
Storage Blk Time (%)1 1 10 11 1 3
Queuing Penalty (veh)1 3 13 7 3 12
Intersection: 2: Dodd Blvd & CSAH 70
Movement NB NB SB SB SB SB SB
Directions Served T R L L T R R
Maximum Queue (ft) 343 299 148 166 165 312 301
Average Queue (ft) 105 78 51 84 45 171 156
95th Queue (ft)242 189 116 148 102 272 259
Link Distance (ft)1238 2131
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)265 310 310 290 290
Storage Blk Time (%)0 1 0
Queuing Penalty (veh) 1 2 0
Queuing and Blocking Report Interstate South Logistics Park
2040 No-Build - AM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB
Directions Served L TR L TR L T R L
Maximum Queue (ft)50 18 29 68 14 8 4 104
Average Queue (ft)12 2 3 22 1 0 0 40
95th Queue (ft)39 11 18 52 6 6 3 81
Link Distance (ft)1129 1020 871
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 57
SimTraffic Performance Report Interstate South Logistics Park
2040 No-Build - PM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s)4.5 3.2 0.0 0.0 3.7 3.8 1.9
Total Del/Veh (s)89.7 57.9 23.7 19.9 61.6 34.8 43.6
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s) 12.5 14.3 20.8 1.8 0.9 1.9 0.0 0.0 0.0 2.8 1.1 2.9
Total Del/Veh (s)299.7 125.2 100.1 204.7 182.0 115.3 256.4 119.8 102.3 75.4 76.7 29.8
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)7.4
Total Del/Veh (s)165.1
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.1 0.1 3.4 3.5 2.6 6.6 3.4 0.0 0.0 0.0 2.9
Total Del/Veh (s)244.9 18.7 81.8 182.5 5.7 35.6 0.9 15.1 9.6 6.2 39.4
Total Network Performance
Denied Del/Veh (s)9.2
Total Del/Veh (s)199.3
Queuing and Blocking Report Interstate South Logistics Park
2040 No-Build - PM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB WB WB WB SB SB
Directions Served L TTTTRLR
Maximum Queue (ft) 799 2113 2101 400 430 19 182 192
Average Queue (ft) 170 580 571 168 176 3 88 81
95th Queue (ft)586 1731 1712 357 379 13 159 154
Link Distance (ft)2415 2415 3322 3322
Upstream Blk Time (%)2 2
Queuing Penalty (veh)0 0
Storage Bay Dist (ft) 650 300 250 250
Storage Blk Time (%)11 13 2 2 0
Queuing Penalty (veh)10 0 0 1 0
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T R L L
Maximum Queue (ft) 425 525 3301 3305 253 247 450 2334 2290 450 355 410
Average Queue (ft) 419 515 1936 1893 18 132 289 1282 1268 253 312 351
95th Queue (ft)444 564 3674 3686 140 222 599 2512 2464 620 413 477
Link Distance (ft)3322 3322 2905 2905
Upstream Blk Time (%)0 0 2 2
Queuing Penalty (veh)1 0 0 0
Storage Bay Dist (ft) 325 325 325 300 300 300 300 300
Storage Blk Time (%) 50 71 4 7 0 0 54 55 29 52
Queuing Penalty (veh) 363 510 28 26 0 0 99 94 65 116
Intersection: 2: Dodd Blvd & CSAH 70
Movement NB NB SB SB SB SB SB
Directions Served T R L L T R R
Maximum Queue (ft) 1254 465 63 103 280 184 170
Average Queue (ft) 659 121 13 38 149 105 83
95th Queue (ft)1528 407 46 88 265 168 157
Link Distance (ft)1238 2131
Upstream Blk Time (%) 13
Queuing Penalty (veh) 88
Storage Bay Dist (ft)265 310 310 290 290
Storage Blk Time (%)0 1
Queuing Penalty (veh) 0 4
Queuing and Blocking Report Interstate South Logistics Park
2040 No-Build - PM Peak Hour
06/17/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB SB SB
Directions Served L TR L TR L T L T
Maximum Queue (ft) 240 295 99 391 80 557 52 11
Average Queue (ft) 92 32 9 135 0 161 12 0
95th Queue (ft)247 217 61 522 4 632 37 8
Link Distance (ft)1129 1020 871 1238
Upstream Blk Time (%)2 6
Queuing Penalty (veh)0 0
Storage Bay Dist (ft) 125 150 250 350
Storage Blk Time (%) 24 21 17
Queuing Penalty (veh) 1 2 0
Network Summary
Network wide Queuing Penalty: 1410
SimTraffic Performance Report Interstate South Logistics Park
2040 Full Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)1.8 0.8 1.7 0.0 0.0 0.0 3.4 3.2 3.9 3.8 0.8
Total Del/Veh (s)61.7 15.2 8.3 94.1 82.0 64.1 67.5 17.2 44.0 42.6 52.8
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.3 1.5 0.3 1.3 0.0 0.0 0.0 2.7 1.8 2.7
Total Del/Veh (s)98.4 40.0 18.1 76.9 48.7 11.1 96.6 44.7 23.6 56.7 48.0 41.2
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.7
Total Del/Veh (s)48.8
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.5 0.4 4.5 0.1 3.1 0.8 2.9 0.0 0.0 0.0 0.7
Total Del/Veh (s)24.3 3.7 28.0 7.3 12.8 7.8 2.2 29.7 11.8 9.3 11.8
Total Network Performance
Denied Del/Veh (s)1.4
Total Del/Veh (s)89.8
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB EB EB WB WB WB WB NB NB NB
Directions Served L L T T R L T T R L L T
Maximum Queue (ft) 215 239 294 282 79 374 1574 1621 450 222 241 236
Average Queue (ft) 98 122 146 145 35 88 777 806 199 104 141 10
95th Queue (ft)183 202 249 244 69 320 1549 1598 542 204 214 100
Link Distance (ft)2409 2409 3314 3314 1218
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 650 300 300 300 225 225
Storage Blk Time (%)0 28 30 0 1 0
Queuing Penalty (veh)0 13 38 0 1 0
Intersection: 1: CSAH 70 & Jacquard Ave
Movement NB SB SB
Directions Served R L R
Maximum Queue (ft) 110 126 172
Average Queue (ft) 37 53 74
95th Queue (ft)76 102 144
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 225 250 250
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - AM Peak Hour
06/24/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T R L L
Maximum Queue (ft) 208 228 425 406 252 211 401 622 627 360 329 372
Average Queue (ft) 96 118 233 238 50 98 113 341 352 32 197 221
95th Queue (ft)188 208 374 375 192 183 332 569 583 223 333 378
Link Distance (ft)3314 3314 2905 2905
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 325 300 300 300 300 300
Storage Blk Time (%)00230 1416 48
Queuing Penalty (veh) 0 0 5 12 0 29 9 17 34
Intersection: 2: Dodd Blvd & CSAH 70
Movement NB NB SB SB SB SB SB
Directions Served T R L L T R R
Maximum Queue (ft) 509 300 140 155 281 359 320
Average Queue (ft) 161 95 47 79 88 203 184
95th Queue (ft)478 243 111 135 208 327 303
Link Distance (ft)1238 2131
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft)265 310 310 290 290
Storage Blk Time (%)0 2 1
Queuing Penalty (veh) 2 6 3
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T R L T R
Maximum Queue (ft) 153 57 25 69 67 194 34 160 126 87
Average Queue (ft) 62 12 4 18 21 73 4 65 39 30
95th Queue (ft)123 37 19 47 50 148 20 125 93 59
Link Distance (ft)1129 1020 871 1238 1238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350
Storage Blk Time (%)1
Queuing Penalty (veh) 0
Network Summary
Network wide Queuing Penalty: 169
SimTraffic Performance Report Interstate South Logistics Park
2040 Full Build-Out - PM Peak Hour
06/25/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s) 251.0 246.0 243.0 0.0 0.0 0.0 3.4 3.3 3.7 3.8 130.2
Total Del/Veh (s)152.2 146.8 118.1 107.1 48.9 32.1 63.6 41.2 49.0 38.9 96.2
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.2 23.4 21.3 20.8 0.0 0.0 0.0 2.9 1.1 2.9
Total Del/Veh (s)96.8 53.1 28.6 266.6 219.7 148.9 158.5 43.9 32.0 81.5 103.8 31.6
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)7.0
Total Del/Veh (s)117.5
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.5 0.4 4.2 0.2 3.1 0.5 3.9 0.0 0.0 0.0 0.6
Total Del/Veh (s)21.0 8.9 15.9 5.0 19.3 6.9 1.6 18.8 14.6 7.8 11.6
Total Network Performance
Denied Del/Veh (s)111.8
Total Del/Veh (s)182.9
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - PM Peak Hour
06/25/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB EB WB WB WB WB NB NB NB NB
Directions Served L T T R L T T R L L T R
Maximum Queue (ft) 800 2153 2151 450 449 705 731 450 228 248 138 145
Average Queue (ft)330 1948 1946 282 73 522 539 93 126 153 5 49
95th Queue (ft)909 2600 2560 613 249 685 685 384 217 221 65 106
Link Distance (ft)2096 2096 3314 3314 1218
Upstream Blk Time (%)19 21
Queuing Penalty (veh)0 0
Storage Bay Dist (ft) 650 300 300 300 225 225 225
Storage Blk Time (%)31 32 23 26 0 0 0
Queuing Penalty (veh)28 94 10 13 0 0 1
Intersection: 1: CSAH 70 & Jacquard Ave
Movement SB SB
Directions Served L R
Maximum Queue (ft) 195 208
Average Queue (ft)74 96
95th Queue (ft)150 177
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250
Storage Blk Time (%)0
Queuing Penalty (veh)0
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - PM Peak Hour
06/25/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T R L L
Maximum Queue (ft) 424 522 575 462 208 285 450 2250 2255 450 410 878
Average Queue (ft)309 332 332 308 17 185 364 1542 1531 240 328 429
95th Queue (ft)445 486 479 394 107 290 599 2679 2666 601 469 772
Link Distance (ft)3314 3314 2198 2198 1239
Upstream Blk Time (%)24 21
Queuing Penalty (veh)0 0
Storage Bay Dist (ft) 325 325 325 300 300 300 300
Storage Blk Time (%)7 13 7 7 1 0 54 57 28 44
Queuing Penalty (veh) 53 94 50 28 4 1 140 98 65 104
Intersection: 2: Dodd Blvd & CSAH 70
Movement NB NB SB SB SB SB SB
Directions Served T R L L T R R
Maximum Queue (ft) 231 198 75 282 419 345 211
Average Queue (ft)101 80 13 51 214 140 98
95th Queue (ft)183 161 44 149 383 303 194
Link Distance (ft)1239 2131
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)265 310 310 290 290
Storage Blk Time (%)9
Queuing Penalty (veh)41
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T R L T R
Maximum Queue (ft) 150 57 71 92 72 159 12 70 153 98
Average Queue (ft)73 12 6 36 21 62 0 16 69 26
95th Queue (ft)133 40 33 70 53 122 6 46 145 64
Link Distance (ft)1135 1026 871 1239 1239
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350
Storage Blk Time (%)2
Queuing Penalty (veh) 0
Network Summary
Network wide Queuing Penalty: 826
SimTraffic Performance Report Interstate South Logistics Park
2040 Full Build-Out - AM Peak Hour (CSAH 70 - 6 lane)
SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)1.6 0.3 1.4 0.0 0.0 0.0 3.3 3.5 4.0 3.9 0.7
Total Del/Veh (s)50.2 10.3 5.9 59.4 23.7 15.0 46.2 10.3 35.6 24.9 21.3
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.2 1.5 0.2 1.3 0.0 0.0 0.0 2.6 1.8 2.8
Total Del/Veh (s)63.3 30.9 14.0 66.3 32.6 4.9 52.6 34.6 13.5 51.1 43.5 25.3
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.7
Total Del/Veh (s)33.7
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.6 0.5 3.3 0.1 3.1 0.8 3.5 0.0 0.0 0.0 0.7
Total Del/Veh (s)22.3 3.6 14.0 5.5 12.5 8.1 2.5 24.8 11.5 8.5 11.3
Total Network Performance
Denied Del/Veh (s)1.3
Total Del/Veh (s)51.9
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - AM Peak Hour (CSAH 70 - 6 lane)
SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB EB EB EB WB WB WB WB WB NB
Directions Served L L T T T R L T T T R L
Maximum Queue (ft) 195 228 216 192 211 104 96 1326 1384 378 191 178
Average Queue (ft)78 109 96 82 84 36 34 184 220 200 26 75
95th Queue (ft)162 180 171 146 165 76 77 760 794 307 106 161
Link Distance (ft)2409 2409 2409 3310 3310 3310
Upstream Blk Time (%)0 0
Queuing Penalty (veh)0 0
Storage Bay Dist (ft) 650 650 300 300 300 225
Storage Blk Time (%)0 1
Queuing Penalty (veh)0 1
Intersection: 1: CSAH 70 & Jacquard Ave
Movement NB NB SB SB
Directions Served L R L R
Maximum Queue (ft) 205 88 122 171
Average Queue (ft)116 28 47 58
95th Queue (ft)182 63 93 122
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 225 225 250 250
Storage Blk Time (%)0
Queuing Penalty (veh) 0
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - AM Peak Hour (CSAH 70 - 6 lane)
SimTraffic Report
Kimley-Horn Page 3
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB EB EB WB WB WB WB WB NB
Directions Served L L T T T R L L T T T L
Maximum Queue (ft) 130 160 1218 1219 230 168 232 210 281 320 285 257
Average Queue (ft)57 79 170 183 145 16 91 66 200 199 173 151
95th Queue (ft)114 136 723 735 234 99 181 149 273 291 262 242
Link Distance (ft)3310 3310 3310 2900 2900 2900
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 325 300 300 300
Storage Blk Time (%)0 0 0 0 0
Queuing Penalty (veh)0 1 0 0 0
Intersection: 2: Dodd Blvd & CSAH 70
Movement NB NB NB SB SB SB SB SB
Directions Served L T R L L T R R
Maximum Queue (ft) 279 206 165 134 144 196 212 213
Average Queue (ft)156 95 63 45 76 80 137 122
95th Queue (ft)249 183 134 105 128 158 202 208
Link Distance (ft)1226 1226 2119
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)265 310 310 290 290
Storage Blk Time (%)0
Queuing Penalty (veh) 1
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T R L T R
Maximum Queue (ft) 146 52 21 85 63 241 31 140 127 86
Average Queue (ft)63 12 1 26 21 85 3 59 42 33
95th Queue (ft)115 36 12 63 53 172 17 108 89 63
Link Distance (ft)1135 1026 871 1226 1226
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350
Storage Blk Time (%)1 0
Queuing Penalty (veh) 0 0
Network Summary
Network wide Queuing Penalty: 4
SimTraffic Performance Report Interstate South Logistics Park
2040 Full Build-Out - PM Peak Hour (CSAH 70 - 6 lane)
07/23/2020 SimTraffic Report
Kimley-Horn Page 1
1: CSAH 70 & Jacquard Ave Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)1.6 0.6 1.4 0.0 0.0 0.0 3.4 3.3 3.8 3.7 0.7
Total Del/Veh (s)80.8 27.4 11.2 119.1 30.8 14.8 61.0 32.3 53.1 26.7 31.5
2: Dodd Blvd & CSAH 70 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.2 2.1 0.3 2.1 0.0 0.0 0.0 2.6 0.5 2.6
Total Del/Veh (s)100.3 42.5 22.0 102.0 64.6 10.4 73.2 41.3 18.9 79.4 73.1 21.0
2: Dodd Blvd & CSAH 70 Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)57.3
4: Dodd Blvd & 217th St W Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)3.5 0.4 4.1 0.2 3.3 0.6 2.8 0.0 0.0 0.0 0.6
Total Del/Veh (s)21.5 7.2 18.9 5.9 19.4 7.2 2.2 20.2 15.0 7.9 11.9
Total Network Performance
Denied Del/Veh (s)1.1
Total Del/Veh (s)82.5
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - PM Peak Hour (CSAH 70 - 6 lane)
07/23/2020 SimTraffic Report
Kimley-Horn Page 2
Intersection: 1: CSAH 70 & Jacquard Ave
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L T T T R L T T T R L L
Maximum Queue (ft) 391 663 658 647 327 156 461 439 471 44 230 240
Average Queue (ft)81 316 277 248 48 59 252 273 287 6 115 151
95th Queue (ft)153 530 484 447 181 134 425 452 472 23 217 229
Link Distance (ft)2096 2096 2096 3309 3309 3309
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 650 300 300 300 225 225
Storage Blk Time (%)1 4 6 10 0 1
Queuing Penalty (veh)0 12 2 5 0 0
Intersection: 1: CSAH 70 & Jacquard Ave
Movement NB SB SB
Directions Served R L R
Maximum Queue (ft)99 180 151
Average Queue (ft)42 83 62
95th Queue (ft)83 153 123
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 225 250 250
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Interstate South Logistics Park
2040 Full Build-Out - PM Peak Hour (CSAH 70 - 6 lane)
07/23/2020 SimTraffic Report
Kimley-Horn Page 3
Intersection: 2: Dodd Blvd & CSAH 70
Movement EB EB EB EB EB EB WB WB WB WB WB WB
Directions Served L L T T T R L L T T T R
Maximum Queue (ft) 425 524 1049 884 430 297 306 450 646 609 533 368
Average Queue (ft)352 400 392 288 245 31 159 202 393 373 317 46
95th Queue (ft)483 581 877 578 402 163 283 461 601 566 491 237
Link Distance (ft)3309 3309 3309 1666 1666 1666
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 325 325 325 300 300 300
Storage Blk Time (%) 20 28 1 3 0 3 1 23 12
Queuing Penalty (veh) 97 138 8 14 0 15 6 60 22
Intersection: 2: Dodd Blvd & CSAH 70
Movement NB NB NB NB NB SB SB SB SB SB SB
Directions Served L L T T R L L T T R R
Maximum Queue (ft) 352 366 218 116 143 61 106 214 176 172 172
Average Queue (ft)209 232 49 40 42 13 36 120 69 85 64
95th Queue (ft)336 362 150 95 108 47 84 201 142 146 146
Link Distance (ft)1226 1226 2118 2118
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 450 450 265 310 310 290 290
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 4: Dodd Blvd & 217th St W
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T R L T R
Maximum Queue (ft) 161 90 50 82 57 179 15 71 216 92
Average Queue (ft)64 19 8 36 19 66 1 18 72 31
95th Queue (ft)122 59 32 73 48 138 8 51 150 68
Link Distance (ft)1129 1021 871 1226 1226
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 125 150 250 250 350
Storage Blk Time (%)1
Queuing Penalty (veh) 0
Network Summary
Network wide Queuing Penalty: 382
Interstate South Logistics Park AUAR Update
August 2020
Attachment C
2020 Wetland Approval
BWSR NOD Form - November 12, 2019 1
Minnesota Wetland Conservation Act
Notice of Decision
Local Government Unit: City of Lakeville County: Dakota
Applicant Name: Dan Salzer, Scannell Properties Applicant Representative: M. Graham, Wenck Associates
Project Name: Scannell Properties LGU Project No. (if any): 20-01-03
Date Complete Application Received by LGU: 07/01/2020
Date of LGU Decision: 07/22/20
Date this Notice was Sent: 07/23/20
WCA Decision Type - check all that apply
☒Wetland Boundary/Type ☐Sequencing ☐Replacement Plan ☐Bank Plan (not credit purchase)
☐No-Loss (8420.0415) ☐Exemption (8420.0420)
Part: ☐ A ☐ B ☐ C ☐ D ☐ E ☐ F ☐ G ☐ H Subpart: ☐ 2 ☐ 3 ☐ 4 ☐ 5 ☐ 6 ☐ 7 ☐ 8 ☐ 9
Replacement Plan Impacts (replacement plan decisions only)
Total WCA Wetland Impact Area:
Wetland Replacement Type: ☐ Project Specific Credits:
☐ Bank Credits:
Bank Account Number(s):
Technical Evaluation Panel Findings and Recommendations (attach if any)
☐ Approve ☐ Approve w/Conditions ☐ Deny ☒ No TEP Recommendation
LGU Decision ☐ Approved with Conditions (specify below)1 ☒ Approved1 ☐ Denied
List Conditions:
Decision-Maker for this Application: ☒ Staff ☐ Governing Board/Council ☐ Other:
Decision is valid for: ☒ 5 years (default) ☐ Other (specify):
1 Wetland Replacement Plan approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project-
specific replacement a financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on
the title of the property on which the replacement wetland is located must be provided to the LGU for the approval to be valid.
LGU Findings – Attach document(s) and/or insert narrative providing the basis for the LGU decision1.
☐ Attachment(s) (specify): Click here to enter text.
☒ Summary: The previous delineation approved in 2015 has been reviewed in the field on 7/7/2020 and additional
information in memos support extending the wetland boundary decision from the 4/9/2015 NOD. Questions regarding
this application can be submitted to the LGU (contact information listed below).
1 Findings must consider any TEP recommendations.
Attached Project Documents
☒ Site Location Map ☐ Project Plan(s)/Descriptions/Reports (specify):
BWSR NOD Form - November 12, 2019 2
Appeals of LGU Decisions
If you wish to appeal this decision, you must provide a written request within 30 calendar days of the date you
received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director
along with a check payable to BWSR for $500 unless the LGU has adopted a local appeal process as identified
below. The check must be sent by mail and the written request to appeal can be submitted by mail or e-mail.
The appeal should include a copy of this notice, name and contact information of appellant(s) and their
representatives (if applicable), a statement clarifying the intent to appeal and supporting information as to why
the decision is in error. Send to:
Appeals & Regulatory Compliance Coordinator
Minnesota Board of Water & Soils Resources
520 Lafayette Road North
St. Paul, MN 55155
travis.germundson@state.mn.us
Does the LGU have a local appeal process applicable to this decision?
☒Yes1 ☐ No
1If yes, all appeals must first be considered via the local appeals process.
Local Appeals Submittal Requirements (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable)
Send petition within 30 calendar days of date you received notice and $300 fee to: City of Lakeville LGU, 20195 Holyoke
Ave, Lakeville, MN 55044; environmental@lakevillemn.gov
Notice Distribution (include name)
Required on all notices:
☒SWCD TEP Member: Mr. Dave Holmen, David.Holmen@co.dakota.mn.us ☒BWSR TEP Member: Mr. Ben Carlson,
ben.carlson@state.mn.us
☒LGU TEP Member (if different than LGU contact): Mr. McKenzie Cafferty, mcafferty@lakevillemn.gov
☒DNR Representative: Ms. Melissa Collins; Melissa.Collins@state.mn.us
Ms. Taylor Huinker, taylor.huinker@state.mn.us
☒Watershed District or Watershed Mgmt. Org.: Mr. Mark Zabel, Vermillion River JPO, Mark.Zabel@co.dakota.mn.us
☒Applicant (notice only): Dan Salzer, dans@scannellproperties.com
☒Agent/Consultant (notice only): Mike Graham, mgraham@wenck.com
Optional or As Applicable:
☒Corps of Engineers: usace_requests_mn@usace.army.mil☐BWSR Wetland Mitigation Coordinator (required for bank plan applications only):☐Members of the Public (notice only):☐Other:
Signature: Date: 7/23/2020
This notice and accompanying application materials may be sent electronically or by mail. The LGU may opt to send a
summary of the application to members of the public upon request per 8420.0255, Subp. 3.
Interstate South Logistics Park AUAR Update
August 2020
Attachment D
Comments and Responses
D-1
Interstate South Logistics Park AUAR Update
August 2020
Pursuant to Minnesota Rules, part 4410.3610, subpart 7, this AUAR update was available for
a comment period of 10 business days. Comments were submitted by following agencies
during the public comment period that ended on August 24th, 2020.
• Minnesota Pollution Control Agency
• Minnesota State Historic Preservation Office
• Dakota County Physical Development
• Metropolitan Council
• Minnesota Department of Natural Resources
No objections were filed by state agencies or the Metropolitan Council. The Interstate South
Logistics Park AUAR will remain valid for an additional five years from the date of adoption
of the AUAR Update by the City of Lakeville.
Table 9. Agency Comments and Responses
AGENCY COMMENT RESPONSE
Minnesota State
Historic Preservation
Office (SHPO)
Based on our review of the submitted
information, we conclude that there
are no properties listed in the
National or State Registers of Historic
Places and no known or suspected
archaeological properties in the
AUAR study area.
Thank you for your
comment.
Please note that this comment letter
does not address the requirements of
Section 106 of the National Historic
Preservation Act of 1966 and
36CFR800, procedures of the Advisory
Council on Historic Preservation for
the protection of historic properties. If
this project is considered for federal
assistance, or requires a federal
license or permit, it should be
submitted to our office by the
responsible federal agency.
Thank you for your
comment. This comment
is noted.
D-2
Interstate South Logistics Park AUAR Update
August 2020
AGENCY COMMENT RESPONSE
Dakota County
Physical
Development Division
The current and 2040 Dakota County
model build condition volumes for this
area are not at a level to necessitate
a 6 lane need on CSAH 70 or
expansion to a 4-lane roadway on
Dodd near the Study area (See traffic
volume table of current and 2040
volumes below).
It is not the background traffic or
expected growth generating the
need for an expanded facility
beyond the 4-lane divided highway
plan for CSAH 70 and 2-lane
roadway on Dodd with required right
and left turn lanes for street and
major roadway connections.
These mitigations suggest the
proposed land use is creating a
concentration of traffic during peak
conditions that is not in line with the
anticipated traffic volumes or
planned traffic operations for the
area and key intersections reviewed.
Thank you for the
comment. This comment
has been noted.
As noted in the AUAR, CSAH 70 is
currently being constructed as a 4-
lane divided roadway. The traffic
analysis conducted for the project
assessed 2040 design conditions
(build and no-build) recommended
some additional storage for turn
lanes but and did not recommend
any dual left turn lanes for the
intersections. The plan included:
Operating conditions were analyzed
for the 2040 Design year for both No-
Build and Build conditions.
Thank you for your
comment.
The proposed mitigation of dual
northbound left turns at 70 &
Jacquard intersection will not
accommodate the turning radius of
vehicles in both the north and south
direction. The failing level of service
and proposed dual left turn
Thank you for your
comment. As
development progresses
within this area, traffic
analysis and mitigation
will be reviewed with the
County.
D-3
Interstate South Logistics Park AUAR Update
August 2020
AGENCY COMMENT RESPONSE
configuration is being proposed on a
local street due to an imbalance in
traffic destinations. Given the
geometric configuration, this
proposed mitigation is not feasible.
Other measures and/or approaches
to these issues should be considered.
The 2040 analysis result table
included a signal at the Dodd and
217th street intersection. A mitigation
of a traffic signal at Dodd and 217th
street to address the development’s
planned peak hour volume is not
justified or reasonable approach
here considering traffic volumes on
Dodd vs. 217th, safety impacts and
mobility disbenefits this proposed
action would have on the county
roadway throughout the day.
Thank you for your
comment. This has been
noted.
Recommendations for the addition of
turn lanes at Dodd and 217th plus the
lane configuration for the south
approach to the signal at Jacquard
and CSAH 70 will need to be
developed through a formal design
review using standard turning radius
and signal standard design methods.
County staff will review and issue
applicable permits for the work once
development moves forward.
Thank you for your
comment. The developer
will work with the County
on any traffic mitigation
measures in the future.
D-4
Interstate South Logistics Park AUAR Update
August 2020
AGENCY COMMENT RESPONSE
Minnesota Pollution
Control Agency
(MPCA)
The AUAR Update does not mention
soil stabilization timelines that will be
required during construction and only
states that soils will be stabilized when
possible or feasible. If the site
discharges to a trout stream or other
special water within a mile of the site,
the soils will require stabilization within
7 days of temporarily or permanently
ceasing soil disturbing activity. Also,
any disturbance required within 50
feet of a wetland or other surface
water will require use of redundant
downgradient sediment controls to
protect the surface water. Please
direct questions regarding
Construction Stormwater Permit
requirements to Roberta Getman at
507-206-2629 or
Roberta.Getman@state.mn.us.
Thank you for your
comment. This has been
noted.
The MPCA strongly encourages
incorporation of green infrastructure
practices at the site to reduce runoff
that requires treatment, including
preserving trees, maximizing green
space, incorporating green roofs,
reducing impervious areas, etc.
Thank you for your
comment.
Metropolitan Council
Forecasts (Todd Graham, 651-602-
1322)
The development scenarios
discussed would include 2.2 million
square feet or 3.0 million square feet
of light industrial/warehouse space
and office space. The site is already
guided for future light industrial use.
The site plan describes a greater
intensity of development than TAZ
allocations assumed for this area. TAZ
allocations for 2040 have been
prepared by City of Lakeville. The
AUAR site is in TAZ #676, where the
Lakeville portion of the TAZ is
Thank you for your
comment. The City will
work with Metropolitan
Council if modifications to
the TAZ’s are needed.
D-5
Interstate South Logistics Park AUAR Update
August 2020
AGENCY COMMENT RESPONSE
expected to gain +686 jobs during
2020-2040.
Council staff cannot determine
whether this site would merit a
revision of the community total
employment forecast. Employment
at this site will likely be employment
that would have occurred elsewhere
in Lakeville. However, the site
development, if pursued, should be
reflected in additional forecasted
employment in the affected TAZ
#676. The City can revise the TAZ
allocation at any time through
correspondence to Council staff.
Wastewater (Roger Janzig, 651-602-
1119)
There are specific processes that
must be followed before
encroachment on Metropolitan
Council property or a direct
connection to a Council Interceptor
can be made. Before encroachment
on Council property an
Encroachment Agreement will be
required, and before direct
connection to the Metropolitan
Council Interceptor a Sewer
Connection Permit will be required.
To obtain a Sewer Connection Permit
or an Encroachment Application,
contact Tim Wedin, Interceptor
Engineering Assistant Manager (651-
602-4571) at the Metropolitan Council
Environmental Services.
Thank you for your
comment. If
encroachment within
Metropolitan Council
property is needed, an
encroachment
agreement will be
obtained. If connection
to the sewer interceptor is
anticipated, a
connection permit will be
obtained.
D-6
Interstate South Logistics Park AUAR Update
August 2020
AGENCY COMMENT RESPONSE
Minnesota
Department of
Natural Resources
(DNR)
Page 4, Stormwater. Due to the area
draining to the Vermillion River, a DNR
Designated Trout Stream, it is good to
see that there will be temperature
control measures for the stormwater
runoff from this development.
Thank you for your
comment.
The DNR would like to remind the City
of Lakeville, property owners, and
developers that the pumping of
surface water or ground water in
volumes that exceed 10,000 gallons
per day, or one million gallons per
year, for the installation of buildings
and utilities, or for grading the site,
needs to be approved under a DNR
Water Appropriation Permit.
Thank you for your
comment. If groundwater
pumping in excess of
10,000 gallons is needed,
a permit from the DNR will
be obtained.
Please consider preserving and
incorporating Wetland 2 and
Wetland 3 into the final master plan
in addition to Wetland 4.
Thank you for your
comment.
MINNESOTA STATE HISTORIC PRESERVATION OFFICE
50 Sherburne Avenue ▪ Administration Building 203 ▪ Saint Paul, Minnesota 55155 ▪ 651-201-3287
mn.gov/admin/shpo ▪ mnshpo@state.mn.us
AN EQUAL OPPORTUNITY AND SERVICE PROVIDER
August 19, 2020
Mr. David Olson
Community & Economic Development Director
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
RE: AUAR Update – Interstate South Logistics Park
Lakeville, Dakota County
SHPO Number: 2020-2476
Dear Mr. Olson:
Thank you for submitting the Alternative Urban Areawide Review (AUAR) Update for the Interstate
South Logistics Park.
Based on our review of the submitted information, we conclude that there are no properties listed in
the National or State Registers of Historic Places and no known or suspected archaeological properties in
the AUAR study area.
Please note that this comment letter does not address the requirements of Section 106 of the National
Historic Preservation Act of 1966 and 36CFR800, procedures of the Advisory Council on Historic
Preservation for the protection of historic properties. If this project is considered for federal assistance,
or requires a federal license or permit, it should be submitted to our office by the responsible federal
agency.
Please contact Kelly Gragg-Johnson, Environmental Review Specialist, at
kelly.graggjohnson@state.mn.us if you have any questions regarding our comments on this project.
Sincerely,
Sarah J. Beimers
Environmental Review Program Manager
Physical Development Division
P 952-891-7000 F 952-891 -7031 W www.dakotacounty.us A Dakota County Western Service Center • 14955 Galaxie Ave. • Apple Valley • MN 55124
August 20, 2020
David Olson
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Thank you for the opportunity to review the Alternative Urban Areawide Review (AUAR) Update for the
Interstate South Logistics Park, 175.8 acres located southwest of Dodd Blvd and County Road 70. County Physical
Development s taff reviewed the document and offer the following comments for consideration.
Transportation Review Comments Regarding the Study Mitigation Recommendations
•The current and 2040 Dakota County model build condition volumes for this area are not at a level to
necessitate a 6 lane need on CSAH 70 or expansion to a 4-lane roadway on Dodd near the Study area (See
traffic volume table of current and 2040 volumes below).
o It is not the background traffic or expected growth generating the need for an expanded facility
beyond the 4-lane divided highway plan for CSAH 70 and 2-lane roadway on Dodd with required
right and left turn lanes for street and major roadway connections.
o These mitigations suggest the proposed land use is creating a concentration of traffic during
peak conditions that is not in line with the anticipated traffic volumes or planned traffic
operations for the area and key intersections reviewed.
•As noted in the AUAR, CSAH 70 is currently being constructed as a 4-lane divided roadway. The traffic
analysis conducted for the project assessed 2040 design conditions (build and no-build) recommended
some additional storage for turn lanes but and did not recommend any dual left turn lanes for the
intersections. The plan included: Operating conditions were analyzed for the 2040 Design year for both
No-Build and Build conditions.
•The proposed mitigation of dual northbound left turns at 70 & Jacquard intersection will not accommodate
the turning radius of vehicles in both the north and south direction. The failing level of service and
proposed dual left turn configuration is being proposed on a local street due to an imbalance in traffic
destinations. Given the geometric configuration, this proposed mitigation is not feasible. Other measures
and/or approaches to these issues should be considered.
•The 2040 analysis result table included a signal at the Dodd and 217th street intersection. A mitigation of
a traffic signal at Dodd and 217th street to address the development’s planned peak hour volume is not
justified or reasonable approach here considering traffic volumes on Dodd vs. 217th, safety impacts and
mobility disbenefits this proposed action would have on the county roadway throughout the day.
Physical Development Division
P 952-891-7000 F 952-891 -7031 W www.dakotacounty.us A Dakota County Western Service Center • 14955 Galaxie Ave. • Apple Valley • MN 55124
•Recommendations for the addition of turn lanes at Dodd and 217th plus the lane configuration for the
south approach to the signal at Jacquard and CSAH 70 will need to be developed through a formal
design review using standard turning radius and signal standard design methods. County staff will
review and issue applicable permits for the work once development moves forward.
Dakota County Annual Average Daily Traffic (AADT) Spreadsheet
ROAD SEGMENT
Length
(current)
State map
2019 Draft
2040
Model
Built
CSAH 9 CR 74A TO CSAH 70 1.09 5900 5100
CSAH 9 CSAH 70 TO 210TH ST. 0.52 5500 8900
CSAH 70 WEST CO LINE TO I-35 WEST RAMP 0.95 8000 8200
CSAH 70 I-35 WEST RAMP TO CSAH 5/KENSINGTON BLVD 0.50 22000 24000
CSAH 70 CSAH 5/KENSINGTON BLVD. TO CSAH 9 1.82 13300 16800
CSAH 70 CSAH 9 TO HOLYOKE AVE. 0.60 9700 18000
CSAH 70 HOLYOKE AVE. TO CSAH 23 1.25 9100 13400
Sincerely,
Steven C. Mielke, Director
Physical Development Division
cc: Commissioner Mary Liz Holberg, District 6
Matt Smith, County Manager
August 24, 2020
David Olson
Community and Economic Development Director
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Interstate South Logistics Park Alternative Urban Areawide Review Update
Dear David Olson:
Thank you for the opportunity to review and comment on the Alternative Urban Areawide Review
(AUAR) Update for the Interstate South Logistics Park project (Project) in the city of Lakeville, Dakota
County, Minnesota. The Project consists of a 175-acre area of development. Regarding matters for
which the Minnesota Pollution Control Agency (MPCA) has regulatory responsibility or other interests,
the MPCA staff has the following comments for your consideration.
Section 4.2.1 Surface Waters
• The AUAR Update does not mention soil stabilization timelines that will be required during
construction and only states that soils will be stabilized when possible or feasible. If the site
discharges to a trout stream or other special water within a mile of the site, the soils will require
stabilization within 7 days of temporarily or permanently ceasing soil disturbing activity. Also, any
disturbance required within 50 feet of a wetland or other surface water will require use of
redundant downgradient sediment controls to protect the surface water. Please direct questions
regarding Construction Stormwater Permit requirements to Roberta Getman at 507-206-2629 or
Roberta.Getman@state.mn.us.
• The MPCA strongly encourages incorporation of green infrastructure practices at the site to reduce
runoff that requires treatment, including preserving trees, maximizing green space, incorporating
green roofs, reducing impervious areas, etc.
We appreciate the opportunity to review this Project. Please be aware that this letter does not
constitute approval by the MPCA of any or all elements of the Project for the purpose of pending or
future permit action(s) by the MPCA. Ultimately, it is the responsibility of the Project proposer to secure
any required permits and to comply with any requisite permit conditions. If you have any questions
concerning our review of this AUAR Update, please contact me by email at Karen.kromar@state.mn.us
or by telephone at 651-757-2508.
Sincerely,
Karen Kromar
Karen Kromar
Project Manager
Environmental Review Unit
Resource Management and Assistance Division
KK:bt
cc: Dan Card, MPCA, St. Paul
Roberta Getman, MPCA, Rochester
August 24, 2020
David Olson, Community and Economic Development Director
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
RE: Interstate South Logistics Park Alternative Urban Areawide Review (AUAR) Update
Metropolitan Council Review File No. 21385-3
Metropolitan Council District No. 16
Dear Mr. Olson:
The Metropolitan Council received the Interstate South Logistics Park Alternative Urban Areawide
Review (AUAR) Update on August 10, 2020. The AUAR represents the 5-year update required under
environmental rules and is for an area of 175.8 acres located in the southwest corner of Dodd
Boulevard and County Road 70 in the City of Lakeville . The AUAR analyzes the potential for development of up to 3,004,044 square feet of commercial light industrial/warehouse space and office
space. Metropolitan Council staff completed its review of the Interstate South Logistics Park AUAR to
determine its accuracy and completeness in addressing regional concerns. Staff concludes that the
AUAR is complete and accurate with respect to regional concerns and does not raise major issues of
consistency with Council policies.
However, staff offers the following comments for your consideration :
Forecasts (Todd Graham, 651 -602-1322)
The development scenarios discussed would include 2.2 million square feet or 3.0 million
square feet of light industrial/warehouse space and office space. The site is already guided for
future light industrial u se. The site plan describes a greater intensity of development than TAZ
allocations as sumed for this area. TAZ allocations for 2040 have been prepared by City of
Lakeville. The AUAR site is in TAZ #676, where the Lakeville portion of the TAZ is expected to
gain +686 jobs during 2020 -2040.
Council staff cannot determine whether this sit e would merit a revision of the community total
employment forecast. Employment at this site will likely be employment that would have
occurred elsewhere in Lakeville. However, the site development, if pursued, should be reflected
in additional forecasted emp loyment in the af fected TAZ #676. The City can revise the TAZ
allocation at any time through correspondence to Council staff.
Wastewater (Roger Janzig , 651-602-1119) There are specific processes that must be followed before encroachment on Metropolitan
Council property or a direct connecti on to a Council Interceptor can be made. Before
encroachment on Council property an Encroachment Agreement will be required, and before
direct connection to the Metropolitan Council Interceptor a Sewer Connection Permit
will be required. To obtain a Sewer Connection Permit or an
Page - 2 | August 24, 2020 | METROPOLITAN COUNCIL
Encroachment Application, contact Tim Wedin, Interceptor Engineering Assistant Manager
(651-602-4571) at the Metropolitan Council Environmental Services .
The Council will not take formal action o n the AUAR. If you have any questions or need f urther
information, ple ase contact Jake Reilly, Principal Reviewer, at 651 -602-1822.
Sincerely,
Angela R. Torres, AICP, Manager
Local Planning Assistance
CC: Tod Sherman, Develop ment Reviews Coordinator, M nDOT - Metro Division
Wendy Wulff , Metropolitan Council District No. 16
Judy Svente k, Water Resources Manager
Patrick Boylan, Sector Representative Jake Reilly, Principal Reviewer
Raya Esmaeili, Reviews Coordinator
N:\CommDev\LPA\Communities\Lakeville\Letters\Lakeville 2020 AUAR Upd ate Logistics Park 21385 -3.doc
1
Payne, Ashley
Subject:FW: Interstate South Logistics Park AUAR Update - DNR comments
From: Collins, Melissa (DNR) <Melissa.Collins@state.mn.us>
Sent: Monday, August 24, 2020 6:40 PM
To: Olson, David <dolson@lakevillemn.gov>
Subject: Interstate South Logistics Park AUAR Update ‐ DNR comments
Mr. Olson,
The DNR has reviewed the Interstate South Logistics Park AUAR Update and would like to offer the following
comments:
1. Page 4, Stormwater. Due to the area draining to the Vermillion River, a DNR Designated Trout
Stream, it is good to see that there will be temperature control measures for the stormwater runoff
from this development.
2. The DNR would like to remind the City of Lakeville, property owners, and developers that the
pumping of surface water or ground water in volumes that exceed 10,000 gallons per day, or one
million gallons per year, for the installation of buildings and utilities, or for grading the site, needs to be
approved under a DNR Water Appropriation Permit.
3. Please consider preserving and incorporating Wetland 2 and Wetland 3 into the final master plan in
addition to Wetland 4.
Thank you for the opportunity to review this AUAR Update.
Sincerely,
Melissa Collins
Regional Environmental Assessment Ecologist | Ecological and Water Resources
Pronouns: She/her
Minnesota Department of Natural Resources
1200 Warner Road
St. Paul, MN 55106
Phone: 651‐259‐5755
Email: melissa.collins@state.mn.us
mndnr.gov
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