HomeMy WebLinkAboutBulk_Storage_Feasibility_Study_FINAL_20140421_201404281032033243SUBMITTED BY
APRIL 22, 2014
PREPARED FOR Town of Nantucket
Bulk Storage Facility
Relocation
Feasibility Study
Feasibility Study
Bulk Storage
FacilityRelocation
Nantucket Island
Prepared for Town of Nantucket
Prepared by
Watertown, Massachusetts
Town of Nantucket Feasibility Study: Bulk Storage Facility
Nantucket Island
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Table of Contents
Executive Summary ........................................................................................................... S-1
1 Introduction ...................................................................................................................... 1-1
1.1 Scope of the Study .................................................................................................. 1-1
1.2 Contents of this Report ........................................................................................... 1-2
2 Fuel Assessment ............................................................................................................... 2-1
2.1 Current Fuel Delivery, Storage, and Use ................................................................ 2-1
2.2 Future Fuel Needs ................................................................................................ 2-19
3 Traffic Evaluation ............................................................................................................ 3-1
3.1 Existing Conditions ................................................................................................. 3-1
3.2 Recommended Intersection Improvements .......................................................... 3-14
4 Environmental Resources ............................................................................................... 4-1
4.1 Tank Farm Site ....................................................................................................... 4-1
4.2 Transportation Route .............................................................................................. 4-2
5 Permitting Assessment ................................................................................................... 5-1
5.1 Previously Obtained Approvals ............................................................................... 5-2
5.2 Federal Requirements ............................................................................................ 5-2
5.3 State Requirements ................................................................................................ 5-3
5.4 Local Requirements ................................................................................................ 5-4
6 Financial Considerations ................................................................................................ 6-1
6.1 Introduction ............................................................................................................. 6-1
6.2 Inducement ............................................................................................................. 6-1
6.3 Possible Terms ....................................................................................................... 6-2
6.4 Return on Investment .............................................................................................. 6-3
6.5 Process ................................................................................................................... 6-3
6.6 Estimates of Probable Cost .................................................................................... 6-4
7 References ......................................................................................................................... 7-1
Town of Nantucket Feasibility Study: Bulk Storage Facility
Nantucket Island
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List of Appendices
A Nantucket Island Fuel Farm, Design and Approach Memorandum
B Traffic Data
Appendix B-1 Traffic Volume Count Data
Appendix B-2 Seasonal Adjustment Factors
Appendix B-3 Fuel Truck AutoTurn Figures
Appendix B-4 Public Transportation
Appendix B-5 Vehicle Crash Data
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Nantucket Island
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List of Tables
Table No. Description Page
2-1 Commercial Ferry Schedule ........................................................................... 2-2
2-2 Tanker Truck Shipments to Nantucket by Company ...................................... 2-3
2-3 Monthly Tanker Truck Shipments to Nantucket, 2011 to 2013 ....................... 2-4
2-4 Average Monthly Tanker Truck Shipments to Nantucket by Product ............. 2-4
2-5 Average Monthly Barge Deliveries to Nantucket by Product .......................... 2-6
2-6 Harbor Fuel Tank Farm ASTs ......................................................................... 2-7
2-7 Other Registered ASTs and USTs .................................................................. 2-9
2-8 Average Monthly Gasoline Shipments .......................................................... 2-11
2-9 Average Monthly Fuel Oil Shipments ............................................................ 2-13
2-10 Average Monthly Diesel Fuel Shipments ...................................................... 2-14
2-11 Average Monthly Propane Shipments .......................................................... 2-15
2-12 Average Monthly Aviation Fuel Shipments ................................................... 2-16
2-13 Gasoline Use Projections .............................................................................. 2-21
2-14 Fuel Oil/Bioheat Use Projections .................................................................. 2-21
2-15 Propane Use Projections .............................................................................. 2-22
2-17 Summary of Fuel Use Projections, Scenarios 1 and 2 ................................. 2-24
2-18 Summary of Fuel Use Projection Scenarios ................................................. 2-26
2-19 Projected Future Tanker Truck Requirements .............................................. 2-27
2-20 Proposed Tank Dimensions .......................................................................... 2-30
3-1 Existing Traffic Volumes ............................................................................... 3-10
3-2 Vehicular Speeds on Washington Street ...................................................... 3-10
3-3 Existing Truck Percentages .......................................................................... 3-10
3-4 Vehicle Crash Summary (2009 - 2011) ......................................................... 3-13
5-1 Project Permitting Requirements .................................................................... 5-1
6-1 Summary of Probable Cost Estimate .............................................................. 5-4
6-2 Cost Estimates of Intersection Improvements ................................................ 5-5
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Nantucket Island
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List of Figures
Table No. Description Page
2-1 Nantucket Harbor
2-2 Selected AST and UST Locations
2-3 Current Fuel Management System
2-4 Future Fuel Management System (with current fuel volumes)
2-5 Conceptual Layout, Industrial Area Tank Farm
3-1 Roadway Jurisdiction
3-2 Existing Lane Geometry
3-3 2013 Existing Conditions, Weekday Midday Peak Season,
Peak Hour Traffic Volumes
3-4 2013 Existing Conditions, Weekday Evening Peak Season,
Peak Hour Traffic Volumes
3-5 Recommended Intersection Improvements
4-1 Nantucket Industrial Park and Recreation Facility
4-2 Water Supply Protection Areas
4-3 Wetland Resources and Floodplains
4-4 Priority and Estimated Habitats, and Certified Vernal Pools
4-5 Topographic Map of Project Area
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Nantucket Island
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Town of Nantucket Feasibility Study: Bulk Storage Facility
Nantucket Island
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Executive Summary
A feasibility study was conducted to identify opportunities and constraints associated with
locating a new bulk fuel storage facility (tank farm) at an industrially zoned site near the
Nantucket Memorial Airport. Fuel is currently stored in bulk at a privately owned tank farm
on the waterfront in downtown Nantucket, affecting aesthetics at the harbor and presenting
safety and environmental risks. A tank farm on New South Road near the Airport would
minimize these existing and potential impacts. The study concluded that eliminating the
downtown bulk storage facility would bring benefits to public safety, traffic congestion, and
the environment, that relocating the facility to the Industrial Area is feasible, and that the plan
should be advanced by the Town.
The study evaluated the existing fuel management system on Nantucket Island and identified
three components of the system that affect its efficiency: transporting fuel to the island,
storing fuel on the island, and delivering fuel to customers. The proposed new bulk storage
facility would eliminate one of the two methods currently used to transport fuel to the island:
barge transport would be eliminated completely, in favor of tanker truck transport via
commercial ferry. This would allow fuel for the proposed new tank farm to be transported
there from the Steamship Wharf, but would increase tanker truck shipments on the
commercial ferry service. Space availability on the ferries is currently constrained and a long
term plan is needed for expanded service.
Most of the fuel stored at the downtown tank farm is delivered to customers by local delivery
trucks, but some is piped directly to the Nantucket Boat Basin Marina for sale to boaters. The
marina does not currently have its own storage tanks. Given that Nantucket is an island, fuel
should be available in the harbor, so relocating the downtown tank farm would require
installing storage tanks at the marina. Other local fuel delivery requirements would be largely
unchanged, although fuel truck routes would be altered as described below.
Relocating the bulk storage facility from downtown to near the Airport would shift some
truck traffic from being concentrated downtown to a broader distribution, initially following a
designated truck route to the new facility and then using the island road network to deliver
fuel to customers. Although some intersections along the designated truck route are
constrained, the minor improvements recommended at four of the intersections are relatively
inexpensive and would substantively improve public safety by managing traffic more
effectively than is currently accomplished. The estimated cost for the minor improvements is
$6,000 to $12,000. More significant improvements may also be considered at two additional
intersections; these improvements are estimated to cost $75,000 to $150,000.
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The designated truck route and the proposed tank farm site were evaluated to determine if
environmental resources are present that would constrain the use or development of the road s
and property. Although protected environmental resources such as wetlands, rare species
habitat, and water resources are present, the project is not expected to adversely impact these
resources. Further, environmental permitting requirements for the facility are not expected to
be onerous.
A conceptual design for a new bulk storage facility was developed as part of this study. The
estimated capital cost for the new facility is $6.7 million. Although the site identified for the
new facility is approximately 9 acres, an appropriately sized facility could be accommodated
on 6 acres, leaving the balance of the site for other industrial uses.
Constructing and operating the new tank farm could be accomplished under several different
scenarios. The Town owns the Industrial Area site, and would like to induce a private party to
use the site for the tank farm. The Town and a private party could enter into a contractual
arrangement under three possible approaches: build and lease to an operator, land lease, or
land sale. Based on conversations with the Selectmen, a strong preference seems to be for sale
of the land.
Once a final decision has been made on the structure of the land transfer, the Town will likely
seek bids from interested parties. Expected payment to the Town would vary depending on
how the transaction was structured. If a land sale, the Town may wish to impose deed
restrictions to keep the land use for fuel storage, and to retain a right of first refusal on a
future land sale. These restrictions would offer long term benefits to the Town but would be
expected to lower the value.
Although there are a number of decisions that need to be made, the prospects for the tank
farm to be relocated away from the downtown waterfront, a long time goal of the Town’s,
have never been better.
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Nantucket Island
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1
Introduction
A feasibility study was conducted to identify opportunities and constraints
associated with locating a new bulk fuel storage facility (tank farm) at an industrial
zone site near the Nantucket Memorial Airport. Fuel is currently stored in bulk at a
privately owned tank farm on the waterfront in downtown Nantucket, affecting
aesthetics at the harbor and presenting safety and environmental risks. A tank farm
on New South Road near the Airport would minimize these existing and potential
impacts. This study did not evaluate other alternatives for fuel delivery and storage
that have been considered in previous studies. The Town of Nantucket has
concluded that that the best location for a new tank farm would be in the Industrial
Park and Recreation Facility (hereafter, “Industrial Area”) near the Nantucket
Memorial Airport.
This report provides the Town of Nantucket with a technical analysis of the
transportation and storage of bulk fuel at the Industrial Area. The current
transportation and storage arrangements were reviewed and the future needs
projected. The safety, environmental, and aesthetic benefits of the proposed system
are described, along with an estimate of probable cost of establishing the new tank
farm.
1.1 Scope of the Study
The Town of Nantucket retained Vanasse Hangen Brustlin, Inc. (VHB) to:
h Assess current and project future fuel needs on the island;
h Evaluate traffic impacts from current fuel delivery practices and that may result
from trucking fuel from the harbor to the proposed tank farm at the Airport;
h Identify risks to the environment from such trucking and from the proposed tank
farm;
h Assess permitting issues for the proposed tank farm;
h Analyze the financial requirements of roadway improvements and tank farm
alternatives; and
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h Recommend a preferred alternative.
The work was conducted under contract to the Town of Nantucket in accordance
with the Scope of Services provided in the Request for Proposals for Bulk Fuel
Consulting Services (June 4, 2013). The project builds upon previous studies and plans
to address the Town’s concerns about downtown and the existing tank farm,
including:
h Energy Planning on Nantucket: Options for Bulk Fuel Storage (1988)
h Nantucket Island Bulk Fuel Master Plan (1998)
h Nantucket Pipeline and Bulk Fuel Storage Feasibility Study (2005)
h Consult to the Nantucket Bulk Fuel Committee (2007)
h Nantucket, Massachusetts: Implementing Downtown’s Future (2008)
h Nantucket Master Plan (2009)
h Wilkes Square Economic Study (2010)
h Wilkes Square Redevelopment (2010)
A work session with the Town on December 17, 2013, provided VHB with additional
information about the Town’s concerns regarding the existing tank farm and intentions
for the new facility. Interviews with representatives from the Steamship Authority and
fuel suppliers provided specific information regarding these operators.
1.2 Contents of this Report
The balance of this report is comprised of:
h Chapter 2, Fuel Assessment
h Chapter 3, Traffic Evaluation
h Chapter 4, Environmental Risks
h Chapter 5, Permitting Assessment
h Chapter 6, Financial Considerations
h Chapter 7, References
Figures follow the report text, and supporting documentation is appended.
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2
Fuel Assessment
Fuel supply to and use on the island is affected by challenges associated with
shipping fuel from the mainland to Nantucket Island, storing and delivering the fuel
once on the island, and changes in the fuels that are used for heating homes and
powering vehicles. This Chapter describes the current fuel delivery, storage, and use,
and projected future needs. This information provides an overview of the current
and future fuel transportation and storage requirements in order to support the
design and operation of a new bulk storage facility.
2.1 Current Fuel Delivery, Storage, and Use
Petroleum-based fuels (fuel oil, diesel fuel, gasoline, propane, and aviation fuels) are
shipped to the island in tanker trucks on commercial ferries or in ocean-going barges.
The tanker trucks supply the bulk storage facility in downtown Nantucket or deliver
directly to commercial or retail customers; the barges only supply the downtown
bulk storage facility. This section describes how fuel is currently shipped to the
island, how it is managed once on the island, and what fuels are used on the island.
2.1.1 Shipping Method and Primary Delivery
Shipping fuel from the mainland to the island varies between the commercial ferry
and barge methods. Both methods have logistical constraints that are described
below, along with primary delivery of the fuels to the main tank farm and other bulk
storage facilities.
Commercial Ferry Logistics
Fuel oil (No. 2 heating oil), diesel fuel (ultra-low sulfur grade for on-road vehicles),
gasoline (regular and premium), propane, and aviation fuels (AVGAS and Jet A) are
regularly shipped to the island in tanker trucks via commercial ferry. Two other fuel
products, kerosene and low sulfur diesel fuel (for off-road vehicles including boats),
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are currently shipped via tanker trucks on ferries only on an as-needed basis. A new
fuel product, “Bioheat” (a combination of fuel oil and renewable fuels expected to
replace fuel oil to some degree), is also shipped via tanker trucks on ferries on a
limited basis.
The tanker trucks are typically ASHTO WB-65 specification (or smaller):
tractor/ trailer combinations approximately 70 feet long and 8 feet wide. The tanks
have a capacity of 12,000 gallons, but the actual volume of product transported varies
by the products’ density in order to meet the weight limitations of the trucks:
h Diesel fuel and fuel oil— 10,000 gallons equals 80,900 pounds;
h Gasoline— 11,600 gallons equals 85,000 pounds; and
h Propane— 12,000 gallons equals 50,400 pounds.
Tanker trucks are filled at one of the major terminals on the mainland and then travel
to Hyannis where they are loaded onto a Steamship Authority commercial ferry for
transport to Nantucket Harbor. The flat bed ferry runs three trips per day during the
business week according to the schedule provided in Table 2-1.
Table 2-1 Commercial Ferry Schedule
Departs At Arrives At
Hyannis 6:00 am Nantucket 8:30 am
Nantucket 8:45 am Hyannis 11:15 am
Hyannis 11:30 am Nantucket 2:00 pm
Nantucket 2:15 pm Hyannis 4:45 pm
Hyannis 5:00 pm Nantucket 7:30 pm
Nantucket 7:45 pm Hyannis 10:15 pm
Source: Steamship Authority
This schedule allows tanker trucks using the first or second ferry from Hyannis to
remain on the island for over 5 hours and return to the mainland on the second or
third ferry from Nantucket. This is sufficient time to allow the tanker trucks to make
fuel deliveries and return to the harbor for the trip back to the mainland on the same
day. A tanker truck using the third ferry from Hyannis would not have sufficient
time to unload before that ferry departs Nantucket (only 15 minutes after arrival),
and therefore the truck and driver would need to remain on-island overnight.
Fuel deliveries are normally completed in well under 5 hours. The tanker trucks
therefore often need to park for an extended time at the Steamship Authority loading
area and wait for the return ferry to the mainland, consuming additional fuel and
demurrage time.
There are seven companies using commercial ferries to ship tanker trucks; the
number of trucks shipped by ferry for the last 3 years is indicated in Table 2-2.
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Although full-year data for 2013 are not yet available, it is likely that a similar
number of tanker trucks were shipped in 2013 as in the past 2 years. These data
indicate that on the order of 950 to 1,050 fuel delivery trucks are currently shipped to
the island each year via commercial ferries.
Table 2-2 Tanker Truck Shipments to Nantucket by Company
Company
Shipments in:
2011 2012 2013
Fuel Oil Transport A 57 48 49
Fuel Oil Transport B 4 4 3
Gasoline Transport A 255 318 287
Gasoline Transport B 155 204 139
Propane Transport A 350 297 287
Propane Transport B 0 0 14
Aviation Fuel Transport 138 133 131
Annual Total 959 1,004 910
Source: Steamship Authority transport summary worksheet. For business confidentiality the names of the companies have been
replaced with generic categories.
Note: 2013 shipments are indicated through October 31, 2013, the latest data available. Adding the average shipments for two
additional months would bring the total for 2013 to 1,054.
The primary logistical constraint of the commercial ferry system is space availability
for the tanker trucks. The Steamship Authority uses a selection system based on
cargo type to be fair to all customers. For tanker truck shipments, after a company’s
first truck has a position on the ferry the Steamship Authority allows the other fuel
delivery companies one truck each on the ferry before the first company can add a
second truck on that ferry. Positions are typically scheduled 6 months or more ahead
of the shipping date. The Steamship Authority is fully booked on the commercial
ferry during their busy season (late spring through early fall). To assist with the
startup of the tourist season in the spring, the Steamship Authority occasionally
schedules an additional ferry to transport large loads.
Weather-related delays for the commercial ferries have been minimal in recent years.
Severe storms or harbor freezes in either Hyannis or Nantucket occasionally cause a
one- or two-day interruption in service. These brief interludes have not caused a fuel
shortage on the island in many years.
Upon arriving at Nantucket Harbor, the ferries dock at Steamship Wharf and the
tanker trucks disembark to make deliveries to either the tank farm or individual
customers, as described in Sections 2.1.2 and 2.1.3. Figure 2-1 depicts Nantucket
Harbor, specifically identifying Steamship Wharf and the tank farm.
Table 2-3 shows the typical monthly average number of tanker trucks shipped via
commercial ferries during the same 2011 to 2013 period. Because a complete set of
2013 data was not available at the time of this writing, the presumed 2013 shipments
in November and December have been extrapolated from the previous months,
resulting in a slightly different total than in Table 2-2.
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Table 2-3 Monthly Tanker Truck Shipments to Nantucket, 2011 to 2013
Month Average Number of Trucks
January 87
February 77
March 77
April 66
May 74
June 91
July 109
August 121
September 85
October 74
November 72
December 72
Annual Total 1,005
Source: Steamship Authority transport summary worksheet
Monthly tanker truck shipments to the island by product are listed in Table 2-4 and
shown in the following graph. This table is based on actual records (except for
“other” fuels, as noted below) and does not include an extrapolation of shipments in
November and December of 2013.
Table 2-4 Average Monthly Tanker Truck Shipments to Nantucket by Product
Month
Product
Gasoline
Fuel Oil
Aviation
Fuels Propane Other
Tank
Farm
Other Bulk
Storage
January 6 21 5 2 48 3
February 4 20 5 0 41 3
March 6 22 5 0 35 3
April 6 20 4 2 24 3
May 6 20 4 11 21 3
June 10 26 4 16 22 3
July 21 29 0 35 22 3
August 20 34 0 41 22 3
September 7 24 8 15 22 3
October 4 23 8 7 23 3
November 4 22 8 5 26 3
December 4 22 8 2 33 3
Annual Total 98 283 59 136 339 36
Source: Steamship Authority transport summary worksheet
Note: For the purposes of this analysis, truck shipments of other fuels (bioheat, kerosene, and low sulfur diesel fuel) were
assumed to average three times per month.
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The monthly average WB-65 tanker truck trips to Nantucket Island for each product
are depicted in the graph below.
Based on these data, tanker truck shipments to Nantucket Island range from two to seven
per business day over the course of the year, with considerable seasonal variation for the
different types of products (fuel for motor vehicles versus fuel for heating). Peak
shipments average six per day in July and August, with the lowest number of shipments
averaging two per day in the winter/ early spring and fall months.
Barge Logistics
Diesel fuel and fuel oil (No. 2 heating oil) are also shipped to Nantucket in barges.
The barges are loaded at mainland terminals in New Bedford or Providence and are
towed to the island. The average number of monthly barge deliveries of diesel fuel
and fuel oil are indicated in Table 2-5.
In the past, barge shipments from New Jersey experienced winter weather delays.
The last time that the harbor froze for an extended period of time, preventing barge
deliveries of fuel oil, was in 2003. It is unlikely that the harbor would freeze more
than a few days at a time; the currently used fuel storage capacity at the tank farm is
sufficient to bridge such periods.
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Table 2-5 Average Monthly Barge Deliveries to Nantucket by Product
Month
Product
Diesel Fuel Fuel Oil
Number of Barge Deliveries
January 0-1 1-2
February 0-1 1-2
March 0-1 1-2
April 0-1 1-2
May 0-1 1-2
June 0-1 1-2
July 0 0
August 0 0
September 1-2 2-3
October 1-2 2-3
November 0-1 2-3
December 0-1 2-3
Annual Total 11 14-24
Source: Consumption estimate
Upon arrival at Nantucket Harbor, the barges are moored at Swain’s Wharf and
connected to fuel pipes; the fuel is then pumped to the tank farm as described in
Section 2.1.2. Swain’s Wharf is identified on Figure 2-1.
2.1.2 Bulk Storage
Once the liquid fuels have arrived at Nantucket, they are either stored in bulk at tank
farms or delivered directly to customers. This section describes the existing on-island
bulk fuel storage facilities. The subsequent section describes fuel delivery to
customers, either directly or after bulk storage.
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Harbor Fuel Tank Farm
The primary petroleum storage facility for the island is currently located on New
Whale Street in downtown Nantucket (Figure 2-1). The tank farm is owned by First
Winthrop Corp. and operated by Harbor Fuel Oil Corp. (Harbor Fuel). Gasoline, fuel
oil, and diesel fuel are stored in aboveground storage tanks (ASTs) that range in size
from 10,000 to 205,000 gallons, as listed in Table 2-6.
Table 2-6 Harbor Fuel Tank Farm ASTs
Tank ID
Volume
(gallons) Product
M-1 48,000 Premium Gasoline
M-2 70,000 Regular Gasoline
M-3 74,000 ULS Diesel
M-4 40,000 Regular Gasoline
M-5 161,000 No. 2 Heating Oil
M-6 46,000 Premium Gasoline
S-1 205,000 No. 2 Heating Oil
S-2 198,000 Regular Gasoline
S-4 10,000 Spare/Kerosene
S-5 48,000 Spare/Bioheat
S-6 54,000 ULS Diesel
Source: Harbor Fuel
Note: “ULS” means ultra low sulfur content.
Based on this tank inventory, the total storage capacity at the Harbor Fuel tank farm
for each product is:
h Regular Gasoline— 308,000 gallons
h Premium Gasoline— 94,000 gallons
h ULS Diesel— 128,000 gallons
h No. 2 Heating Oil— 366,000 gallons
h Spare (for kerosene and Bioheat)— 58,000 gallons
Given the volumes listed in Table 2-6, the total storage capacity of the Harbor Fuel
tank farm is 954,000 gallons. However, Harbor Fuel currently uses only about
400,000 gallons of that capacity at any one time. The tanks’ capacit ies can
accommodate the large volumes of fuel that are received in barge shipments.
Historically, the volume was considered sufficient to store enough fuel for an
extended period such as may be needed if deliveries could not be made due to severe
storms or a frozen harbor.
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Fuel is delivered to the Harbor Fuel tank farm by trucks on commercial ferries and
by barges, as described in Section 2.1.1. All gasoline for the tank farm is shipped via
tanker truck on the commercial ferries. Kerosene and low sulfur diesel for the tank
farm are also shipped via tanker truck on an as-needed basis. Upon disembarking
from the ferry at Steamship Wharf, the trucks must loop through the downtown area
on Broad, South Water/ Washington, Commercial and New Whale Streets to get to
the tank farm (Figure 2-1). More direct routing is not possible due to the one way
direction or narrow width of streets, and tight corners of some intersections. Once at
the tank farm, the trucks park in the loading rack area and the fuel is pumped into
the ASTs.
All fuel oil and diesel fuel for the tank farm is shipped via barges, as described in
Section 2.1.1 and indicated in Table 2-5. The fuel brought in on barges is pumped
from Swain’s Wharf through a single-walled 6-inch diameter steel pipe from the pier,
under New Whale Street, and into the ASTs. There is one pipe for each fuel type. The
AST to be filled is selected by manually opening and closing valves in the tank farm.
During filling, a Harbor Fuel employee observes the fuel level from the top of the
tank being filled and remains in contact with the barge by two-way radio. The
Nantucket Fire Department monitors this operation from Swain’s Wharf. When the
fuel transfer is complete, the pipe is blown clean of fuel.
All of the Harbor Fuel ASTs have high level alarms to prevent overfilling. However,
the manual tank valve system is subject to human error. In March 2004 one of the
valves connecting two ASTs was accidentally left open, allowing gasoline to
overflow onto the ground. This spill was contained and recovered before entering the
harbor but demonstrates that there is a risk to public safety and the environment
under this system.
The products stored at the tank farm are supplied to clients throughout the island via
Harbor Fuel’s delivery trucks, as described in Section 2.1.3.
Other Bulk Storage
A number of commercial operators have ASTs or underground storage tanks (USTs)
that are serviced by direct delivery from tanker trucks shipped via commercial ferry
or after bulk storage at the tank farm. A partial list of other known tanks is provided
in Table 2-7; selected tank locations are identified in Figure 2-2. This inventory does
not include non-commercial fuel oil storage tanks at privately owned buildings.
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Table 2-7 Other Registered ASTs and USTs
Owner Type Number Volume (gallons) Product
Airport Gas Station UST 2 8,000 (each) Gasoline
10 Airport Road 1 1,000 Fuel oil
500 Kerosene
D&B Auto Service UST 2 10,000 (each) Gasoline
41 Sparks Avenue
Gray Lady Boat Yard AST 1 3-4,000 (est.) Diesel fuel
15 Arrowhead Drive
Hatch’s Gas UST 1 10,000 Gasoline
133 Orange Street
Island Gas UST 2 30,000 (each) Propane
8 Hanabea Lane
Madaket Marine AST 1 4,000 Gasoline
20 N. Cambridge Street AST 1 2,000 Diesel
Myles Ries Trucking AST 1 9,900 Diesel
57 Surfside Road
Nantucket Dept. of Public Works AST 1 4,000 Gasoline
188 Madaket Road AST 1 2,000 Diesel
Nantucket Energy UST 4 30,000 Propane
8b Amelia Drive
Nantucket Fire Department AST 1 4,000 Gasoline
131 Pleasant Street AST 1 2,000 Diesel
Nantucket High School UST 1 20,000 Diesel fuel
10 Surfside Road 1 15,000 Fuel oil
Nantucket Memorial Airport
30 Airport Road
AST 3 1,000 (each) Diesel fuel
1 550 Diesel fuel
2 30,000 (each) Jet A/Kerosene
2 30,000 (each) AVGAS
UST 1 1,000 Diesel fuel
Northland Cranberries
Milestone Road & Polpis Road
AST 1 500 Diesel fuel
1 1,000 Diesel fuel
On Island Gas
34 Sparks Avenue
UST 2 15,000 (each) Gasoline
1 20,000 Gasoline
Sun Island Fuel
5 Sun Island Road
AST 5 10,000 (each) Heating Oil
US Coast Guard
10 Easton Street
AST 1 2,000 Diesel fuel
Verizon Massachusetts
3 Union Street
UST 1 500 Diesel fuel
Yates Gas
(various)
AST Multiple 204,000 Propane
Sources: UST data from MassDEP Underground Storage Tank Query Tool, http://public.dep.state.ma.us/UST/ustResultsPage.asp
and MassDSF database http://elicense.chs.state.ma.us/DFS_Verification/SearchResults.aspx (both sites accessed
13 December 2013). AST data also obtained from Nantucket Island Bulk Fuel Master Plan (1998), Nantucket Pipeline
and Bulk Fuel Storage Feasibility Study (2005), Google Earth Maps, and anecdotal information from interviews
conducted as part of this evaluation.
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The Nantucket Boat Basin Marina is the largest vendor of marine fuel (gasoline and
fuel oil) on the island. However, the marina currently does not have any fuel storage
tanks: two direct pipelines from the Harbor Fuel tank farm meter fuel to dispensers
on Commercial Wharf.
2.1.3 Secondary Delivery
Once on-island, the liquid fuels are either stored temporarily in the bulk storage
facilities described above or delivered directly to customers. On average,
approximately 14.7 million gallons of the top five liquid fuel products are currently
shipped to—and used on—Nantucket Island each year:
h Gasoline—4,500,000 gallons;
h Fuel Oil—3,400,000 gallons;
h Diesel Fuel—525,000 gallons;
h Propane—5,000,000 gallons; and
h Aviation Fuels—1,360,000 gallons.
The current methods of secondary delivery and the monthly usage patterns of these
five products, as well as less common products, are described below.
Gasoline
Gasoline is used as a motor vehicle fuel for automobiles, small trucks, and boats.
Although some other vehicles use diesel fuel and a few electric vehicles exist on the
island, gasoline use trends have not and are not expected to change substantively
over time. Gasoline for road vehicles is sold at four gas stations on the island, and at
the marinas for boats.
As described above, gasoline is shipped to the island exclusively via commercial
ferry in 12,000-gallon tanker trucks carrying 11,600-gallon loads for primary delivery
either to the Harbor Fuel tank farm (approximately 1,100,000 gallons annually) or to
other bulk storage facilities (3,300,000 gallons annually). Secondary delivery from the
Harbor Fuel tank farm to gas stations is accomplished via 5,000-gallon local delivery
trucks. These trucks are typically ASHTO SU specification: single unit two-axle
trucks approximately 30 feet long and 8 feet wide. Gasoline is also piped directly to
the Nantucket Boat Basin Marina for dispensing to boats. The Nantucket Boat Basin
Marina sells approximately 125,000 gallons of gasoline per year, leaving some
875,000 gallons to be delivered from the Harbor Fuel tank farm to other ASTs or
USTs (listed in Table 2-7).
Gasoline has a relatively short storage life, especially when blended with ethanol,
which attracts water and dilutes the product. Blended gasoline is not currently
shipped to the island via barges because the water attracted to ethanol during barge
shipment exceeds acceptable percentage standards for gasoline. This does not occur
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in tanker truck shipments because the tanks are better sealed and the on-ocean transit
time is shorter.
Average monthly gasoline shipments to Nantucket, all by tanker trucks via
commercial ferry to either the Harbor Fuel tank farm or other bulk storage facilities,
are listed in Table 2-8. In total, nearly 4,400,000 gallons of gasoline are shipped to and
used on Nantucket Island each year.
Table 2-8 Average Monthly Gasoline Shipments
Month
Harbor Fuel
Tank Farm
Other
Bulk Storage Total
January 69,600 243,600 313,200
February 46,400 232,000 278,400
March 69,600 255,200 324,800
April 69,600 232,000 301,600
May 69,600 232,000 301,600
June 116,000 301,600 417,600
July 243,600 336,400 580,000
August 232,000 394,400 626,400
September 81,200 278,400 359,600
October 46,400 266,800 313,200
November 46,400 255,200 301,600
December 46,400 255,200 301,600
Annual Total 1,136,800 3,282,800 4,419,600
Source: Calculated from Table 2-4
As shown in Table 2-4, each year an average of 98 tanker truck trips are required to
transport gasoline from the commercial ferries to the Harbor Fuel tank farm and
another 283 tanker truck trips are required for delivery to other bulk storage
facilities. Approximately 175 to 200 SU-specification 5,000-gallon local delivery truck
trips are required each year (on average four deliveries per week) for local gasoline
delivery from the Harbor Fuel tank farm to gas stations.
The Nantucket Boat Basin Marina sells approximately 250,000 gallons of gasoline and
fuel oil (as a substitute for diesel fuel) per year, piped directly from the Harbor Fuel
tank farm. The Marina does not have dedicated storage tanks.
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Fuel Oil
Fuel oil (also known as No. 2 heating oil) is used principally for home heating,
although boats also use fuel oil in place of diesel fuel. Approximately 36 percent of
the homes on Nantucket Island use fuel oil for heating (US Census Bureau, American
Community Survey 2009-2013). Anecdotal information indicates that some older
homes are being converted from fuel oil to propane, while most new homes are
heated by propane or alternative (renewable) fuels. Fuel oil is delivered by the
SU-specification 2,800-gallon local delivery trucks from the bulk storage facilities to
commercial or residential buildings that have dedicated storage tanks; these tanks
are not represented in the inventory provided in Table 2-7.
Fuel oil is similar to diesel fuel, the latter of which has been modified for use as an
engine fuel by removing sulfur and including additives. Under normal storage
conditions fuel oil can be expected to stay in a useable condition for 1 year or longer
at ambient temperatures of 68º Fahrenheit or less, with storage life decreasing at
increasing temperatures. Certain other conditions (contact with zinc or copper,
presence of water or dust and dirt, etc.) may also accelerate the aging process.
Fuel oil is presently shipped by tanker trucks via commercial ferry and by barge. The
tanker trucks deliver fuel oil to bulk storage facilities other than the Harbor Fuel tank
farm. On an annual basis, WB-65-specification tanker truck shipments of fuel oil to the
island average about 590,000 gallons, in 10,000-gallon loads. As indicated in Table 2-9,
peak tanker truck delivery months are typically September through December, with an
average of 80,000 gallons of fuel oil each month. In January through June, an average of
50,000 gallons of fuel oil is provided via tanker trucks each month. Usually, no tanker
truck shipments of fuel oil are made in July or August.
All fuel oil deliveries to the Harbor Fuel tank farm are made by barges. On an annual
basis, throughput at the tank farm ranges between 2,500,000 and 3,000,000 gallons, seven
to eight times the storage capacity of the tank farm. During the peak delivery months of
September through December, fuel oil throughput currently averages about
400,000 gallons per month. From January through June, 200,000-gallon deliveries are
made each month. Typically, no barge deliveries are made in July and August.
Average monthly barge and tanker truck shipments of fuel oil are indicated in
Table 2-9. In total, approximately 3,400,000 gallons of fuel oil are shipped to and used
on Nantucket Island each year.
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Table 2-9 Average Monthly Fuel Oil Shipments
Month
Shipment by
Total Barge Tanker Truck
Volume (gallons)
January 200,000 50,000 250,000
February 200,000 50,000 250,000
March 200,000 50,000 250,000
April 200,000 40,000 240,000
May 200,000 40,000 240,000
June 200,000 40,000 240,000
July 0 0 0
August 0 0 0
September 400,000 80,000 480,000
October 400,000 80,000 480,000
November 400,000 80,000 480,000
December 400,000 80,000 480,000
Annual Total 2,800,000 590,000 3,390,000
Source: Harbor Fuel & Steamship Authority
Many boats currently use fuel oil in place of diesel fuel because it is less expensive.
The Nantucket Boat Basin Marina sells approximately 125,000 gallons of fuel oil per
year, directly piped from the tank farm. All other fuel oil stored at the Harbor Fuel
tank farm, approximately 2,675,000 gallons per year, is delivered to customers when
needed via tanker trucks.
Approximately 960 2,800-gallon SU-specification local delivery truck trips are required
each year for fuel oil delivery from the Harbor Fuel tank farm to customers. As shown in
Table 2-4, 59 12,000-gallon WB-65-specification tanker truck trips are required each year for
fuel oil delivery to other bulk storage facilities on Island. Although specific data are not
available, it is likely that the local delivery truck trips are seasonally variable.
Diesel Fuel
Ultra low sulfur diesel (ULSD) fuel is the primary diesel fuel used on Nantucket, in
compliance with USEPA requirements for on-road vehicle fuels. As mentioned
above, some proportion of the on-island vehicles use diesel fuel, and it is also used to
power some boats. Despite the availability of new clean diesel fueled automobiles,
diesel fuel use trends have not and are not expected to change substantively over
time.
Some low sulfur diesel may be available for use in off-road vehicles, but specific data
were not available and use of low sulfur diesel fuel is assumed to be insignificant.
Low sulfur diesel is therefore not considered in this evaluation. It is noted that ULSD
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fuel is easily contaminated by sulfur from low sulfur diesel fuel or heating oil (which
has a high sulfur content), and therefore must be piped and stored separately.
The vast majority of ULSD fuel is shipped to the island by barge; as needed, a very
small volume of low sulfur diesel fuel is shipped via tanker truck on commercial
ferries. ULSD fuel is similar to fuel oil, but has had the sulfur removed and been
modified for use as an engine fuel by additives. Under normal storage conditions,
diesel fuel can be expected to stay in a useable condition for 1 year or longer at
ambient temperatures of 68º Fahrenheit or less, with storage life decreasing at
increasing temperatures. Certain other conditions (deterioration of additives, contact
with zinc or copper, presence of water or dust and dirt, etc.) may also accelerate the
aging process to as short as 3 months.
The current bulk storage capacity for ULSD fuel at the Harbor Fuel tank farm is
128,000 gallons. On an annual basis, ULSD fuel throughput at the tank farm averages
about 525,000 gallons, four to five times the storage capacity of the tank farm, all
supplied by barges.
Average monthly barge shipments of diesel fuel are listed in Table 2-10. In total,
approximately 525,000 gallons of diesel fuel are shipped to and used on Nantucket
Island each year. During the peak barge delivery months of September and October,
diesel fuel throughput at the Harbor Fuel tank farm currently averages about
100,000 gallons per month. In January, February, and March, barge deliveries
average 25,000 gallons per month. In April, May, June, November, and December,
50,000-gallon deliveries are made each month. Typically, no barge deliveries of diesel
fuel are made in July and August. Diesel fuel is delivered by Harbor Fuel to gas
stations using the SU-specification 2,800-gallon local delivery trucks.
Table 2-10 Average Monthly Diesel Fuel Shipments
Month Volume (gallons)
January 25,000
February 25,000
March 25,000
April 50,000
May 50,000
June 50,000
July 0
August 0
September 100,000
October 100,000
November 50,000
December 50,000
Annual Total 525,000
Source: Harbor Fuel
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Propane
Propane is used to heat and cool homes, and to cook. Approximately 38 percent of the
homes on Nantucket Island use propane for heating (US Census Bureau, American
Community Survey 2009-2013). Although quantitative data showing trends over time are
not available, several sources report that propane use for home heating is increasing as
compared to fuel oil because propane heating is more efficient. Increasingly, seasonal
homes are kept heated all winter by propane rather than shut down completely.
Storage life is generally not an issue with propane, as it is contained in sealed, pressurized
vessels with no exposure to air or potential for contamination by water or other substances.
Propane is currently delivered to the island via tanker trucks on the commercial
ferries, primarily by Suburban Gas/ Yates Gas and Island Gas. Propane is notably
different from the other fuel types in that it is a gas and must be pressurized to
convert it into a liquid for more efficient storage and transportation; it cannot be
handled through the same equipment as liquid fuels. Propane has therefore been
exempted from the evaluation of a new bulk storage facility except to the extent that
increasing propane usage displaces some fuel oil usage, thus somewhat reducing the
projected long-term fuel oil usage and the tanker truck delivery requirements.
Propane tanker trucks must be shipped to the island on the commercial ferries and
are therefore subject to the space and scheduling constraints described above.
Based on the propane truck shipment data in Table 2-4, the calculated propane
volumes shipped each month are listed in Table 2-11. Actual annual propane
shipments to the island reportedly range between 4,000,000 and 6,000,000 gallons per
year, requiring an average of approximately 340 to 500 12,000-gallon WB-65-
specification tanker trucks shipped via commercial ferries.
Table 2-11 Average Monthly Propane Shipments
Month Volume (gallons)
January 552,000
February 492,000
March 420,000
April 288,000
May 252,000
June 264,000
July 264,000
August 264,000
September 264,000
October 276,000
November 312,000
December 396,000
Annual Total 4,044,000
Source: Calculated from propane truck shipments, Table 2-4.
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Aviation Fuel
Aviation fuels, consisting of aviation gas (AVGAS) and Jet A fuel, are used
exclusively to power commercial or private airplanes. All aviation fuel is transported
to the island in 12,000-gallon WB-65-specification tanker trucks carrying 10,000-
gallon loads and delivered to the Nantucket Municipal Airport, where it is stored in
ASTs until sold directly to customers from on-airport tanker trucks.
The Airport intends to maintain a tank farm for aviation fuels independent from the
proposed Industrial Area tank farm. Aviation fuels have therefore been exempted
from the evaluation of a new bulk storage facility except when considering tanker
truck shipments on commercial ferries and traffic impacts along the route to the
existing Airport tank farm and proposed Industrial Area tank farm. Aviation fuel
tanker trucks must be shipped to the island on the commercial ferries and are
therefore subject to the space and scheduling constraints described above.
Aviation fuel storage is strictly regulated by the FAA, especially for commercial
carriers. FAA references NFPA Standard 407, Standard for Aircraft Fuel Servicing, to
specify fuel storage requirements. The Nantucket Municipal Airport is subject to these
requirements. AVGAS is a high octane gasoline containing tetraethyl lead but no
ethanol additives, and therefore has a longer storage life than automotive gasoline.
Jet A fuel is similar to kerosene or diesel fuel and can be stored indefinitely in well-
maintained tanks, but may be adversely affected by water or other contaminants.
As shown in Table 2-4, tanker truck shipments of aviation fuels vary significantly by season,
from no or few truck shipments in February and March to over 40 in the month of August.
Based on the aviation fuel truck data (which does not distinguish between Jet A and AVGAS
shipments), the calculated aviation fuel volumes shipped each month are listed in Table 2-12.
Table 2-12 Average Monthly Aviation Fuel Shipments
Month Volume (gallons)
January 20,000
February 0
March 0
April 20,000
May 110,000
June 160,000
July 350,000
August 410,000
September 150,000
October 70,000
November 50,000
December 20,000
Annual Total 1,360,000
Source: Calculated from aviation fuel truck shipments, Table 2-4.
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Bioheat
Bioheat (or biodiesel) is a blended product (a blend of petroleum heating oil and
renewable fuels) that is used for heating homes, and is expected to eventually replace
fuel oil (No. 2 heating oil) for that purpose. Bioheat has had very limited use on
Nantucket so far, but deliveries are expected to increase in the future. There are no
records of shipping practices or usage rates. An empty 48,000-gallon tank at the
Harbor Fuel tank farm is designated as the storage vessel for Bioheat when needed.
Because Bioheat is not currently widely used on the island, this evaluation only took
into consideration transportation and storage of this product as a future 1:1
substitute for fuel oil.
Kerosene
Kerosene is used for camping stoves, lanterns, space heating and heating homes.
Kerosene is not currently stored at the Harbor Fuel tank farm, although a 10,000-
gallon tank is designated for kerosene storage; deliveries are made directly to
customers from tanker trucks brought over on commercial ferries on an as-needed
basis. There is a 500-gallon UST for kerosene at the Airport Gas station. Because
kerosene is not widely used on the island, this evaluation only took into
consideration transportation of this product at an assumed rate of one tanker truck
per month; kerosene storage is not considered a significant component of this study.
Summary
The graph below depicts the current average monthly shipments (as an analog of
usage rates) the five major liquid fuel types, as well as the total volume of these
products each month. The data indicate that approximately 900,000 to
1,200,000 gallons of these five products are shipped each month during the winter
and spring seasons, with the total climbing to a maximum of nearly 1,400,000 gallons
in late summer. The volume of shipments of each product varies significantly by
season, with little correlation of any product with another except in late spring when
shipments are at their lowest. There is some correlation of fuel types depending upon
usage (as motor vehicle fuels or heating fuels), with vehicle fuel use predominant in
spring and summer months but heating fuel use dominant in fall and winter months.
The monthly average WB-65 tanker truck trips to Nantucket Island for each product
are depicted in the graph below. These data follow a similar pattern as the monthly
tanker truck shipments graph on page 2-5, but the exclusion of barge shipments (for
fuel oil and diesel fuel) from the truck graph changes the monthly distribution profile
slightly.
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A flow chart depicting the current fuel shipment, storage, and delivery system on
Nantucket Island is provided in Figure 2-3. As discussed above and shown in the
flow chart, at least some portion of all fuels is currently shipped by commercial ferry.
Only two fuels are shipped by barge: fuel oil and diesel fuel. The current system
provides duplication of supply streams for these two fuels between the commercial
ferry and barge shipping methods. There is also duplication of bulk storage (for
gasoline, fuel oil, and diesel fuel) at the Harbor Fuel tank farm and at other storage
facilities. Ultimately, all liquid fuels are delivered to retailers or directly to customers
by tanker trucks (either 12,000-gallon or 2,800 to 5,000-gallon capacity) except for
marine fuels. Gasoline and diesel fuel (or fuel oil as a substitute) sold at the
Nantucket Boat Basin Marina are piped there from the Harbor Fuel tank farm. The
Marina does not have dedicated storage tanks.
The existing Harbor Fuel tank farm stores an average of approximately
4,461,800 gallons of gasoline, fuel oil, and ULSD fuel each year. This equates to
approximately 54 percent of the 8,325,000 gallons of these products currently used
each year on the island:
h 26 percent of the gasoline (1,136,800 gallons of the 4,400,000 gallons);
h 82 percent of the fuel oil (2,800,000 gallons of the 3,400,000 gallons; and
h 100 percent of the ULSD fuel (525,000 gallons).
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2.2 Future Fuel Needs
This section describes the future fuel needs on Nantucket Island, taking into
consideration the current usage rates as well as general trends in changing fuel
usage. These trends include increased use of propane (in place of fuel oil) for home
heating, as well as other fuels and energy sources such as Bioheat, solar, wind, and
geothermal to the extent that adoption of these can be predicted.
The fuel transportation and storage requirements are based on the assumption that
the existing Harbor Fuel tank farm will be replaced by a new facility at the Industrial
Area with delivery to the new tank farm accomplished exclusively by tanker trucks
brought to the island on commercial ferries. Barge delivery of liquid fuels would be
halted and no longer occur.
2.2.1 Projected Fuel Needs
Because of the special circumstances of Nantucket Island—specifically, relatively
small size with limited growth potential—liquid fuel use cannot be expected to
continue to increase without limitation into the future. The island is approaching full
build-out of unprotected developable land. Fuel use by residents and visitors is more
likely to grow at a slow rate until some maximum value is reached. For the purposes
of this study, the Town of Nantucket suggested an overall 1 percent annual growth
rate to project future fuel use.
At a 1 percent per year growth rate, the total liquid fuel use on Nantucket Island
would increase in 25 years from the current nearly 15,000,000 gallons per year to
19,000,000 gallons per year in 2038. As a practical matter, 19,000,000 gallons was
considered to be the maximum possible total annual liquid fuel use on the island
used in this evaluation. Until that maximum was reached for any one fuel type, fuel
usage on Nantucket Island was projected in two 25-year increments from 2013:
h 25 years— 2038
h 50 years— 2063
As described in Section 2.1.3, the baseline annual fuel usage rates used in this
analysis were:
h Gasoline: 4,400,000 gallons per year
h Fuel oil: 3,400,000 gallons per year
h Diesel fuel: 525,000 gallons per year
h Propane: 5,000,000 gallons per year
h Aviation fuels: 1,360,000 gallons per year
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Projections for future use of individual products and issues affecting them are
described below. These projections did not take into consideration economies of
scale, specifically in regard to the minimum volume of any fuel. It is likely that
suppliers would not ship a specific product to the island for bulk storage before sale
if demand is below some profitable threshold. This would apply both to new
products as they are introduced and existing products as they are replaced by other
existing or new alternatives.
The certainty of these projections diminishes with increasing time into the future.
Values are therefore rounded substantively for the longer term projections.
Gasoline
Gasoline use on Nantucket Island is expected to increase gradually over time as
tourism continues to grow and the island is further developed. Issues that could
potentially affect the future of gasoline use include:
h Personal choice by automobile owners to replace gasoline-powered vehicles with
diesel, hybrid, or electric vehicles;
h A local initiative that prohibits or severely limits petroleum fuel-powered
automobile use on the island;
h State or federal laws or regulations that encourage or force vehicle fuel changes due
to environmental considerations (e.g., air quality, greenhouse gas emissions); and
h Global market changes in the oil industry, such as markedly increased or
decreased supply, which substantively decrease or increase the cost of gasoline.
There may be other, unforeseen issues that could significantly disrupt gasoline use
on the island. Given this uncertainty, increases in gasoline use from the current
4,400,000 gallons were projected in 25-year intervals at conservative 0.1 percent,
0.5 percent, and 1 percent rates, as shown in Table 2-13.
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Table 2-13 Gasoline Use Projections
Growth Rate (percent)
Year
2038 2063
Projected Annual Use (gallons)
0.1 4,500,000 4,600,000
0.5 5,000,000 5,600,000
1.0 5,600,000 7,200,000
Fuel Oil and Bioheat
Fuel oil use on Nantucket Island is expected to decrease over time as propane use
increases and Bioheat is substituted. In this analysis fuel oil and Bioheat are
considered together, based on an assumed 1:1 ratio for Bioheat replacement of fuel
oil. As mentioned above, fuel oil is currently used for heating approximately
36 percent of the homes on the island. Propane is likely to replace some of this use,
but it is not possible to accurately predict the replacement rate nor if propane will
ever completely replace fuel oil. It is likely that Bioheat, as a renewable fuel source,
will replace some portion of the fuel oil use and therefore these fuels have been
combined in this analysis. Future fuel oil/ bioheat use may also be subject to some of
the issues potentially affecting gasoline use described above.
Given these uncertainties, decreases in fuel oil/ bioheat use from the current
3,400,000 gallons per year were projected in 25-year intervals at 0.5 percent,
1 percent, and 5 percent rates, as shown in Table 2-14. Bioheat use itself may increase
at the further expense of fuel oil, but it is not possible to accurately predict the
replacement rate.
Table 2-14 Fuel Oil/Bioheat Use Projections
Growth Rate (percent)
Year
2038 2063
Projected Annual Use (gallons)
-0.5 3,000,000 2,600,000
-1.0 2,600,000 2,000,000
-5.0 950,000 250,000
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Diesel Fuel
Diesel fuel use on Nantucket Island is expected to remain steady for the foreseeable
future. It is used for heavy trucks and some personal cars, light trucks, and boats.
There are no currently practical substitutes for diesel fuel to power heavy trucks such as
those used for commercial deliveries on the island. Although fuel oil is substituted for
diesel fuel in some marine applications, this practice accounts for a small portion of the
heating oil and diesel fuel used on the island and is unlikely to change substantively.
Future diesel fuel use may be subject, to a certain degree, to the same issues listed for
gasoline above specifically for personal automobiles and light trucks. These negative
growth factors may be offset by positive growth of delivery requirements on the
island. For the purposes of this evaluation, diesel fuel use is expected to remain
constant at 525,000 gallons per year indefinitely.
Propane
Propane use on Nantucket Island is expected to increase over time, both as a result of
population growth and replacement of fuel oil systems, as described above. Propane
may be affected by local, state, or federal laws and regulations or global market shifts
but not to the degree of other fossil fuels because it is sourced in the US and generally
considered to have less of an environmental impact. It is possible, though unlikely,
that propane could provide all of the heating fuel needs on the island in the future.
Given these considerations, increases in propane use from the current
5,000,000 gallons per year were projected in 25-year intervals at 1 percent, 2 percent,
and 5 percent, as shown in Table 2-15. The 5 percent growth rate would reach the
assumed maximum fuel use limit of 19,000,000 gallons per year mentioned above in
just over 27 years (in 2040); the 50-year projection is capped at that value.
Table 2-15 Propane Use Projections
Growth Rate (percent)
Year
2038 2063
Projected Annual Use (gallons)
1.0 6,400,000 8,200,000
2.0 6,500,000 10,800,000
5.0 16,900,000 19,000,000
Note: The 50-year projection at a 5 percent growth rate exceeds the maximum assumed annual
fuel use rate of 19,000,000 gallons per year, and is therefore capped at that value.
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Aviation Fuel
In 2007 it was projected that Jet A fuel would gradually replace AVGAS, but overall
aviation fuel usage would remain flat for the foreseeable future. For the purposes of
this evaluation, aviation fuel use is therefore expected to remain constant at
1,360,000 gallons per year indefinitely. Nantucket Municipal Airport may upgrade
the airport and tank farm to increase usage, but it would not be integrated with the
proposed Industrial Area tank farm. Aviation fuel use has been taken into
consideration only in regard to tanker truck traffic along the portions of the roads
that would be shared with tanker trucks accessing a new Industrial Area tank farm.
Kerosene
Kerosene use on Nantucket Island is currently minimal and not expected to change
substantively in the future. This study did not further evaluate kerosene use.
Summary
The relatively small size and limited development growth potential of Nantucket
Island means that liquid fuel use cannot be expected to continue to increase without
limitation into the future. As a practical matter, 19,000,000 gallons was considered to
be the maximum likely total annual liquid fuel use on the island, based on a
1 percent per year growth rate for 25 years from the current nearly 15,000,000 gallons
per year. For the purposes of this evaluation, until that maximum was reached for
any one fuel type, fuel usage on Nantucket Island was projected in 25-year
increments from 2013, to 2038 and 2063.
Numerous known potential issues may affect overall and individual product use
rates in the future—and there will likely be other factors in the future that are
unforeseen at this time. Based on these uncertainties, a range of projections was
made for each product. Most projections assumed positive growth (increases) but
some (specifically, fuel oil/ Bioheat) assumed negative growth (decreases) in fuel use.
Combining these projections, two scenarios of future fuel use on Nantucket Island
were made. The projections vary by the five major fuel type’s proportion of the total
liquid fuel use:
h Scenario 1:
¾ Gasoline use would increase by 1.0 percent per year
¾ Fuel oil/ Bioheat use would decrease by 5.0 percent per year
¾ Diesel fuel use would remain constant
¾ Propane use would increase by 2.0 percent per year
¾ Aviation fuel use would remain constant
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h Scenario 2:
¾ Gasoline use would increase by 1.0 percent per year
¾ Fuel oil/ Bioheat use would decrease by 1.0 percent per year
¾ Diesel fuel use would remain constant
¾ Propane use would increase by 1.0 percent per year
¾ Aviation fuel use would remain constant
Table 2-17 provides the total volumes for each fuel type in the 25-year projections for
these two scenarios.
Table 2-17 Summary of Fuel Use Projections, Scenarios 1 and 2
Fuel Type
Year
2038 2063
Projected Annual Fuel Use (gallons)
Scenario 1
Gasoline 5,642,701 7,236,380
Fuel Oil/Bioheat 943,125 261,613
Diesel Fuel 525,000 525,000
Propane 8,203,030 13,457,940
Aviation Fuels 1,360,000 1,360,000
Annual Total 16,673,855 22,840,933
Scenario 2
Gasoline 5,642,701 7,236,380
Fuel Oil/Bioheat 2,644,593 2,057,021
Diesel Fuel 525,000 525,000
Propane 6,412,160 8,223,159
Aviation Fuels 1,360,000 1,360,000
Annual Total 16,584,453 19,401,560
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Table 2-18 presents the total annual fuel use (rounded to the nearest 100,000 gallons)
for these scenarios at the 25-year increments. Both scenarios project that total fuel use
would exceed the 19,000,000 gallon per year cap assumed for this evaluation before
the 50-year increment.
Table 2-18 Summary of Fuel Use Projection Scenarios
Scenario
Year
2038 2063
Projected Annual Total Fuel Use (gallons)
1 16,700,000 22,800,000
2 16,600,000 19,400,000
Note: Bold values exceed the maximum assumed annual fuel use rate of 19,000,000 gallons
per year, and are provided for illustrative purposes only.
The Scenario 2 values were used in determining the future fuel transportation and
storage requirements below.
2.2.2 Future Fuel Transportation Requirements
A flow chart depicting the future conditions of fuel management on the island is
provided in Figure 2-4. Future fuel transportation requirements are based on the
following assumptions:
h The existing Harbor Fuel tank farm would be closed.
h Barge deliveries of fuel oil and diesel fuel would be halted.
h All liquid fuels would be shipped to the island in tanker trucks on commercial ferries.
h A new tank farm for gasoline (regular and premium grades), fuel oil/ Bioheat,
and ULSD fuel would be constructed at the Industrial Area site, and would be
used by one operator under an agreement with the Town.
h The new tank farm would include space for propane storage if needed in the future.
h Other bulk storage facilities would operate as they are currently being used.
h The total annual fuel use on Nantucket Island would be as presented in
Table 2-18, Scenario 2 above.
Based on the fuel densities described in Section 2.1.1 and the fuel use projections for
Scenario 2 in Table 2-18, the minimum annual number of tanker trucks needed to
transport these fuels to the island is provided in Table 2-19. The number of tanker
trucks that would have been required in 2013 if all fuel shipments were made by
commercial ferry is also shown in Table 2-19. The 2013 values were calculated by
adding the average number of tanker truck shipments listed in Table 2-5 to the
number of trucks that would have been required to ship the volumes of barge-
supplied fuel oil and diesel fuel listed in Tables 2-11 and 2-12, respectively. Note that
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the total 50-year projections (for 2063) are theoretical in that they represent
transportation of more fuel than allowed by the 19,000,000-gallon per year cap.
Table 2-19 Projected Future Tanker Truck Requirements
Fuel Type
Year
2013 2038 2063
Projected Annual Minimum Number of Tanker Trucks
Gasoline 379 486 624
Fuel Oil/Bioheat 340 264 206
Diesel Fuel 53 53 53
Propane 417 506 685
Aviation Fuels 136 136 136
Annual Total 1,325 1,446 1,703
Notes: 2013 values based on average number of tanker truck trips plus calculated number of tanker trucks that would have
been required to transport fuel oil and diesel fuel that is currently shipped by barge.
Future values were calculated based on the Scenario 2 fuel use projections provided in Table 2-18.
As described in Section 2.1.1, the average number of tanker trucks currently shipped
via commercial ferry is approximately 1,000 each year. Halting the barge shipments
and shipping all liquid fuels on the commercial ferries would have increased the
number of tanker trucks in 2013 by about 325, an increase of roughly one third. The
number of tanker trucks would continue to increase in future years if fuel use
continues to grow as projected.
Based on the current commercial ferry weekday-only operation, these trucks would
be shipped to the island 260 days out of the year. Over the course of a year (assuming
equal distribution), the average number of trucks shipped to the island each day for
the current and future conditions would be:
h 2013 current commercial ferry (1,000 trucks/ year) and barge shipments: average
of ~4 trucks per day;
h 2013 if no barge shipments (1,325 trucks/ year): average of ~5 trucks/ day;
h 2038 (1,446 trucks/ year): average of ~6 trucks/ day; and
h 2063 (1,703 trucks/ year): average of ~7 trucks/ day.
This summary suggests that on average one additional tanker truck would have been
shipped to the island each day in 2013 if the barge shipments had been diverted to
tanker trucks on commercial ferries. As fuel use increases in the future, the number
of trucks would essentially increase at a rate of one additional truck per day every
25 years. The actual distribution of these trucks over the year would vary by season,
given the seasonal variability in fuel use. The graph below depicts the average
number of truck trips that would be realized each day during each month for the
three 25-year intervals under Scenario 2.
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The graph below depicts the monthly totals of tanker truck trips that would have
been required in 2013 and would be required in the future, under Scenario 2, for the
two 25-year increments. As mentioned above, the 50-year projections (for 2063) are
theoretical in that they represent transportation of more fuel than allowed by the
19,000,000-gallon per year cap.
Given the space constraints of the commercial ferries described in Section 2.1.1, it will
be critical to coordinate with the Steamship Authority to ensure that the additional
tanker trucks can be accommodated during busy seasons. The Steamship Authority
does not presently have the capacity to transport the additional tanker trucks
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required to replace the barge deliveries or future increases in liquid fuel shipping
needs. Potential options to address this limitation include:
h Shipping tanker trucks on the third ferry each day, accepting that these trucks
would remain on-island overnight;
h Scheduling commercial ferry service on Saturdays; and
h Adding another ferry to the fleet to increase the weekday sched ule frequency.
Once on-island, the tanker trucks would haul liquid fuels to the new Industrial Area
tank farm and other bulk storage facilities, or provide direct delivery of the products.
The current tanker trucks that do not deliver to the Harbor Fuel tank farm would not
change their traffic patterns, but trips would increase in frequency over time as fuel
use increases. Several changes in on-island tanker truck traffic would result from
elimination of the Harbor Fuel tank farm, regardless of any future increases in liquid
fuel use:
h The tanker trucks that currently deliver gasoline to the existing Harbor Fuel tank
farm would be re-routed to deliver gasoline to the new Industrial Area tank
farm.
h Tanker trucks newly carrying the fuel oil and diesel fuel that has been shipped
via barge would follow the same route to the new Industrial Area tank farm as
the gasoline trucks.
h Delivering the gasoline, fuel oil, and diesel fuel from the Industrial Area tank
farm to retailers or directly to consumers would require re-routing the current
tanker truck trips from the Harbor Fuel tank farm.
h New tanker truck trips would be required to supply the Nantucket Boat Basin
Marina. This facility currently receives fuel via pipeline from the Harbor Fuel
tank farm; two new 15,000- to 20,000-gallon storage tanks would be required at
the marina. The new tanks would be serviced by tanker trucks from the new
Industrial Area tank farm.
The traffic implications of these changes in on-island tanker truck trips are described
in Chapter 3.
2.2.3 Future Fuel Storage Requirements
Storing fuel on Nantucket Island in the future will require bulk storage facilities for
temporary storage, as is required today. The proposed Industrial Area tank farm
would only replace the existing Harbor Fuel tank farm; other bulk storage facilities
and direct delivery of products to consumers are not expected to change. This section
discusses future fuel storage requirements at the proposed Industrial Area tank farm
based on the current and projected fuel needs described in Section 2.2.1, as well as
fuel storage requirements for the Nantucket Boat Basin Marina.
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There are three fuel types that are expected to be stored in bulk at the proposed
Industrial Area tank farm:
h Gasoline (regular and premium)
h Fuel Oil (No. 2 heating oil) or Bioheat
h Diesel fuel (ultra-low sulfur)
A conceptual design of the proposed tank farm at the Industrial Area site has been
prepared to aid the Town in visualizing the facility and anticipating the financial cost
of building the tank farm. Based on the Town’s requested storage capacities (ullage)
for each product, Table 2-20 presents the dimensions of the proposed tanks.
Table 2-20 Proposed Tank Dimensions
Product
Required Ullage
(gallons)
Diameter
(feet)
Height
(feet)
Capacity
(gallons)
Number of
tanks
Total Ullage
(gallons)
Gasoline, regular 200,000 25 30 110,040 2 220,080
Gasoline, premium 40,000 15 18 23,370 2 47,460
ULSD fuel 60,000 15 24 31,710 2 63,420
Fuel oil 300,000 30 30 158,760 2 317,520
Source: Design Approach and Criteria, Nantucket Fuel Farm, Nantucket, Massachusetts (attached)
Note: One premium gasoline tank may be converted to a Bioheat tank when demand is sufficient to justify a dedicated tank. The tank configurations for gasoline and
Bioheat are different, limiting the potential for repeated product swaps due to cost for configuration changes.
Figure 2-5 depicts the conceptual layout of the Industrial Area tank farm. Space has
also been allocated to accommodate three 30,000-gallon USTs for propane, if needed
in the future based on expected growth in propane demand. Other criteria used for
the conceptual design include:
h Tank spacing follows the requirements of NFPA 30 for facilities with “protection
for exposures;
h Tanker trucks would be parked on a contained parking pad with sufficient
capacity for four trucks;
h Kerosene would be stored in a tanker truck located on the contained parking
pad;
h Fuel would be received in 12,000-gallon capacity trucks meeting WB-65
specifications; and
h Fuel would be delivered in 2,800- or 5,000-gallon capacity trucks meeting SU
specifications.
A memorandum describing the conceptual design is provided in Appendix A.
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3
Traffic Evaluation
This Chapter evaluates the current traffic conditions on Nantucket Island and
recommends certain improvements to facilitate fuel transportation to and from the
proposed tank farm at the Industrial Area site.
3.1 Existing Conditions
The following intersections and locations along the Nantucket truck route to the
Industrial Area site were included in this assessment (Figure 3-1):
h Broad Street at South Water Street
h Washington Street at Francis Street
h Union Street at Francis Street
h Union Street Corner
h Union Street at Orange Street
h Milestone Rotary
These intersections are unsignalized. Roadways within the Town of Nantucket are either
under the jurisdiction of the Town of Nantucket or the Massachusetts Department of
Transportation (MassDOT). Within the project study area, only Milestone Road and
Milestone Rotary are owned and maintained by the state. All other roadways within the
project study area are under local jurisdiction or are privately maintained.
The existing conditions assessment consisted of evaluating:
h Roadway geometry;
h Traffic volume; and
h Vehicular crash history.
These elements are evaluated in the following sections.
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3.1.1 Roadway Geometry
The major travel routes and intersections within the study area are described below.
Figure 3-2 shows the observed existing geometry and traffic control at each study-area
intersection.
The Town of Nantucket has a designated truck route through the downtown area to keep
large trucks from traveling down the various narrow and historic streets that surround
the downtown area and include many difficult turns. The truck route begins at the
Steamship Authority ferry landing, where trucks arrive on Broad Street. From Broad
Street, trucks are directed to take a left onto South Water Street, which eventually turns
in Washington Street within the downtown area. From there, there are no additional
signs to direct trucks, but observations indicate that all trucks generally travel the same
route. Trucks travel from Washington Street southbound to Francis Street westbound
and onto Union Street southbound. Union Street turns to the west, and from there trucks
take a left-turn onto Orange Street. After a half mile on Orange Street, trucks arrive at the
Milestone Rotary, which allows vehicles the ability to travel to the east, west, or south
parts of the island. Currently this route has several areas where truck movements can be
difficult given existing turns and limited geometric infrastructure. The areas of specific
constraints are limited to five intersections between downtown and the Milestone Rotary.
These critical locations are discussed in detail below.
Field observations were made at the intersections along the existing truck route from the
egress at the Steamship Authority terminal to the Milestone Rotary. Observations were
made on Wednesday, July 31, 2013 from 8:00 AM to 12:00 PM, and included an initial
safety evaluation and general traffic patterns. Figure 3-2 shows the observed existing
intersection geometry and traffic control.
Broad Street at South Water Street
South Water Street intersects Broad Street from the south to form an unsignalized three-
legged intersection. The Broad Street eastbound approach consists of one lane in each
direction with no center line dividing the roadway. The Broad Street westbound
approach consists of one lane in each direction separated by a double yellow center line.
South Water Street is a one-way street traveling away (southbound) from this
intersection. Both of the Broad Street approaches have a free movement, with no
approach under STOP or YIELD control.
Sidewalks are present on both sides of all approaches, and there are pedestrian
crosswalks across the Broad Street westbound and South Water Street approaches.
Parking is allowed on both sides of the Broad Street eastbound approach and along the
easterly side of South Water Street. Signs located on the Broad Street westbound
approach and on South Water Street just south of the intersection indicate that Broad
Street to South Water Street is the designated truck route. There are no posted speed limit
signs within the vicinity of the intersection.
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Generally vehicle traffic moves well through the intersection, with little queuing on the
approaches, and the observed queuing was due to vehicles stopped for pedestrian
crossings. Many trucks were observed traveling from Broad Street westbound and taking
a left-turn onto South Water Street. The intersection is generally wide open, allowing
sufficient room for trucks to make this movement. Multiple garbage trucks, dump trucks,
and construction vehicles were observed to make this maneuver without difficulty. As
the only opposing vehicle traffic to this movement is the Broad Street eastbound
approach, there is sufficient sight distance for this movement.
Washington Street at Francis Street
Francis Street intersects Washington Street from the west to form a three-legged,
unsignalized intersection. The Washington Street northbound approach consists of a
single lane under STOP sign control with a faded stop bar pavement marking. The
Washington Street southbound approach consists of a single shared through/ right-turn
lane and is a free movement. The Francis Street westbound approach consists of a single
travel lane under STOP sign control with a stop bar pavement marking. On-street
parking is not allowed in the vicinity of this intersection.
Sidewalks are present along both sides of Francis Street and along the westerly side of
Washington north of the intersection; there is no sidewalk along Washington Street south
of the intersection. There is a crosswalk mid-block on Francis Street but no crosswalks at
the intersection. Many pedestrians were observed crossing the Francis Street approach
since the sidewalk on the southerly side of Francis Street dead ends at Washington Street,
and this is the only way to the sidewalks on the northerly side of the intersection. There
are no posted speed limit signs within the vicinity of this intersection.
The intersection appeared to be busy during the weekday mid-morning hours, with a
constant stream of vehicles from the north and the west, and few vehicles entering the
intersection from the south. At times the queue on Francis Street reached back to its
intersection with Union Street, a distance of over 300 feet, and the Washington Street
southbound approach was observed to have a queue as long as 250 feet.
The Francis Street eastbound approach has limited sight distance of the Washington
Street southbound vehicles. A vehicle stopped at the stop bar on Francis Street has
approximately only 50 feet of sight distance to the north; however, if a vehicle pulls up
past the stop bar into the intersection, the sight distance is more than 350 feet. A number
of heavy vehicles and trucks were observed taking a southbound right-turn from
Washington Street and an eastbound left-turn from Francis Street. Smaller dump trucks
and dumpster trucks were observed being able to make the turns without traveling
outside of their travel lane. However, larger trucks, such as tractor/ trailers and fuel
tanker trucks, required the whole width of the intersection to make turns. These vehicles
were required to wait at the intersection for a sufficient gap in traffic. Figure B-1 in
Appendix B shows the AutoTurn analysis for a tanker truck’s path through this
intersection.
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Two Small Trucks Traveling Through Intersection
Stop & Shop Truck Requiring the Entire Intersection to Turn
Union Street at Francis Street
Francis Street intersects Union Street to form a three-legged, unsignalized intersection.
The Union Street southbound approach is a one-way roadway traveling north away from
the intersection. This one-way roadway has a solid yellow edge line on the easterly side
of the roadway, which may be confusing to motorist since the yellow edge line should be
on the opposite side of the roadway for a one-way street in the northbound direction. The
Union Street northbound approach consists of a single shared through/ right-turn lane.
The Francis Street westbound approach consists of a single travel lane controlled by a
STOP sign and faded stop bar pavement marking.
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Sidewalks are present along both sides of Francis Street and along the westerly side of Union
Street south of the intersection; there is no sidewalk along Union Street north of the
intersection. There are no crosswalk markings at the intersection although there is a mid-
block crosswalk on Francis Street and along Union Street approximately 200 feet east of the
intersection. There are no posted speed limit signs within the vicinity of this intersection.
Due to the close proximity of the Nantucket Lightship Basket Museum and other residential
properties to the roadway, there is limited space in the intersection for large vehicles to make
the turns. Sight distance from the Francis Street approach is approximately 340 feet from the
STOP bar. This intersection is not sufficient for large vehicles to make left-turns out of Francis
Street or right-turns from Union Street northbound when vehicles in the opposing lane are
present. While two busses were observed to successfully make the opposing turns at the
same time, larger trucks required full use of the intersection to make the turn. A Stop & Shop
truck was observed having difficulty making the turn with another vehicle in the opposing
lane. Figure B-2 in Appendix B shows the AutoTurn analysis for a tanker truck’s path
through the intersection.
A Bus & Fuel Delivery Truck Passing Through the Intersection
The Town of Nantucket plans to improve the sight distance and safety at this location.
There is a history of vehicles crashing into the Nantucket Lightship Basket Museum’s
staircase, which is located adjacent to the roadway on the westerly side of Union Street.
According to Town meeting minutes from a Capital Program Committee meeting in
October 2010, easements from the Lightship Basket Museum have been granted and filed
to relocate the museum’s stairs from the side facing the intersection to the other side of
the building. Additionally, the Town is in the process of purchasing the property at
50 Union Street; removal of the structure here would allow the intersection to open up
and provide additional sight distance for the Union Street northbound and Francis Street
westbound approaches.
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Union Street Corner
Approximately 800 feet south of Francis Street, the roadway changes from a north-south
direction to an east-west direction with a sharp horizontal curve in the roadway. The
Union Street southbound approach consists of one 10-foot travel lane in each direction,
separated by a faded double yellow center line.
A 4-foot wide sidewalk is present on both sides of the roadway. The eastbound Union
Street approach consists of one 11-foot travel lane in each direction, separated by a faded
double yellow center line. There are no posted speed limit signs within the vicinity of the
intersection.
Generally vehicle traffic was observed to move well through this curve; however, the
speed of vehicles traveling into the curve appeared to be too high. Many small trucks
were observed traversing the curve with little difficulty. It is expected that large trucks
would need to use the entire roadway width for this turn. Although there are no
intersecting roadways at this location, the roadway widths coupled with limited sight
distance creates a difficult and potentially dangerous condition for larger vehicles that
need to cross the double yellow center line to complete the turn. Figure B-3 in
Appendix B shows the AutoTurn analysis for a tanker truck’s path through this curve.
Union Street Corner from the Eastbound Approach
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Union Street Corner from the Southbound Approach
Union Street at Orange Street
Union Street intersects Orange Street to form a three-legged, unsignalized intersection.
The Orange Street southbound approach is a one-way roadway, controlled by a STOP
sign and newly painted stop bar pavement marking. The Orange Street northbound
approach consists of a single shared through/ right-turn lane under free movement, with
a faded double yellow center line separating the northbound and southbound traffic. The
Union Street westbound approach consists of a single travel lane controlled by a STOP
sign and faded stop bar pavement marking; there is no double yellow center line on the
Union Street approach. A private driveway is located across from the Union Street
approach.
Sight distance from the Union Street approach is approximately 130 feet when stopped
prior to the STOP bar and 380 feet when stopped just past the STOP bar. Stopping sight
distance for the Orange Street northbound approach is approximately 380 feet.
A sidewalk is present along the northerly side of Union Street and a brick sidewalk is
present along the westerly side of Orange Street. There is a freshly painted crosswalk
across the Orange Street southbound approach, but no other crosswalks are present.
There is a 20 mph posted limit on Orange Street south of the intersection.
Multiple vehicles were observed to run the STOP sign on the Orange Street southbound
approach; however, it has been brought to our attention that the STOP sign had just been
installed the morning of our observations, and many residents may not have been
familiar with it yet.
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This intersection is not sufficient for the large trucks to make left-turns out of Francis
Street or right-turns from Union Street northbound when vehicles in the opposing lanes
are present. While small and medium sized trucks were observed to successfully make
the opposing turns at the same time, larger trucks required the full area of the
intersection to make the turn. A Stop & Shop truck was observed having difficulty
making the northbound right-turn with another vehicle in the opposing lane, and the
trucks stopped on the approach until there were no vehicles queued on the Union Street
approach. Figure B-4 in Appendix B shows the AutoTurn analysis for a tanker truck’s
path through the intersection.
Truck on the Union Street Westbound Approach
Intersection view from Orange Street Northbound
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Milestone Rotary
The Milestone Rotary is formed by Lower Orange Street intersecting from the north, Old
South Road from the south, Sparks Avenue from the west, and Milestone Road from east.
The Lower Orange Street southbound approach consists of one exclusive left-turn lane and
one general purpose lane controlled by a yield sign and yield pavement markings. The Old
South Road northbound approach consists of one general purpose lane controlled by a yield
sign and yield pavement markings. The eastbound Sparks Avenue consist of one general
purpose lane. There is a STOP sign with a plaque indicating vehicles must stop for
pedestrians in the crosswalk, but what is not clear is if this STOP sign applies to vehicles
when there are not pedestrians present. The Milestone Road westbound approach consists of
one wide general purpose lane controlled by a yield sign and yield pavement markings;
however, this approach was observed to be utilized as two lanes at times. Speed limits vary
among the approaches with a 25 mph posted limit on Old South Road and Sparks Avenue, a
30 mph posted limit on Lower Orange Street, and a 35 mph posted limit on Milestone Road.
A sidewalk is present along the westerly side of Lower Orange Street, north of the rotary. The
Sconset Bike Path runs along the southerly side of Milestone Road, to the east of the rotary,
and the Old South Road Bike Path runs along the easterly side of Old South Road. There are
crosswalks across the Old South Road northbound and the Sparks Avenue westbound
approaches, connecting the two bike paths to the sidewalk on Lower Orange Street.
It is our understanding that a study and concept level design was completed in 2006 for
the redesign of this rotary into a roundabout. The design proposes a roundabout with
two approach lanes in each direction and pedestrian accommodations on each approach
with connecting sidewalks on all sides.
The intersection as it currently exists appears to be sufficient for the largest vehicles to
maneuver around each of the turns. Figure B-5 in Appendix B shows the AutoTurn
analysis for a tanker truck’s path through the intersection.
3.1.2 Traffic Volume
The traffic volume evaluation is based on data obtained by direct observation as well as
other factors such as the seasonality of the data and availability of public transportation,
as described in this section.
Traffic Volume Data
Manual turning movement counts [collecting peak hour data] were conducted at each of the
study-area intersections during the weekday midday from 11:00 AM to 2:00 PM, and
weekday evening from 4:00 PM to 6:00 PM. These counts were conducted in August 2013,
just prior to the Labor Day holiday weekend that represents peak summer traffic conditions.
The peak periods are different from the typical commuter peak periods, as fuel delivery
occurs more often during the middle of the weekday and during the weekday evening hours.
These periods represent the most critical traffic volume conditions.
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The weekday midday peak period occurred 11:30 AM to 12:30 PM for the Milestone
Rotary and 12:45 to 1:45 PM for the remainder of the intersections. The weekday evening
peak period occurred 4:00 PM to 5:00 PM for all study area locations.
Concurrent with the turning movement counts, 72-hour automatic traffic recorder (ATR)
counts were conducted. A summary of the ATR traffic and speed data for Water Street
are presented in Tables 3-1 and 3-2, respectively. Table 3-3 shows the number of heavy
vehicles present on Water Street, and the percentage of heavy vehicles compared to the
total volume of vehicles on the roadway.
Table 3-1 Existing Traffic Volumes
Weekday Midday Peak Period Evening Peak Period
Date and Day ADT a Volume b K c Dir. Dist d Volume b K c Dir. Dist d
Thursday, August 29th 9,300 650 7% 58% SB 700 8% 61% SB
Friday, August 30th 10,215 675 7% 60% SB 745 7% 58% SB
Saturday, August 31st 9,770 685 7% 59% SB 640 6% 57% SB
a daily traffic expressed in vehicles per day
b peak period volumes expressed in vehicles per hour
c percent of daily traffic that occurs during the peak period
d directional distribution of peak period traffic
Table 3-2 Vehicular Speeds on Washington Street
Northbound Southbound
Condition Average Speed 85th Percentile Speed Average Speed 85th Percentile Speed
Weekday 19 mph 24 mph 19 mph 25 mph
Saturday 19 mph 24 mph 19 mph 23 mph
Table 3-3 Existing Truck Percentages
Date & Day
Total Weekday Midday Peak Hour Evening Peak Hour
No. of HVa % HVb No. of HVc % HVd No. of HVc % HVd
Thursday, August 29th 1,066 11% 80 12% 66 9%
Friday, August 30th 1,090 10% 94 14% 62 8%
Saturday, August 31st 922 9% 80 11% 59 9%
a number of heavy vehicles per day
b percentage of heavy vehicles out of total daily vehicle volume
c number of heavy vehicles per peak hour
d percentage of heavy vehicles out of total peak hour vehicle volume
As shown in Table 3-1, the traffic volume on Water Street at the time the counts were
conducted was between approximately 9,300 and 9,770 vehicle trips per day (vpd) on a
weekday and 10,215 vpd on a Saturday. On weekdays, approximately 7 percent of the
daily traffic occurred during the weekday midday peak hour and 8 percent occurred
during the weekday evening peak hour. On Saturday, approximately 7 percent of the
daily traffic occurred during the midday peak hour and 6 percent of the daily traffic
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occurred during the evening peak hour. The peak hour traffic volumes ranged from
610 to 745 vehicles per hour (vph). Table 3-2 indicates that the average speed on Water
Street is 19 mph and the 95th percentile speed ranges from 23 to 25 mph.
Seasonality of Data
The traffic count data as compared to historic seasonal data available from MassDOT
indicates that the August traffic counts for Nantucket are approximately 24 percent
higher than annual average-month conditions. Therefore, to provide a conservative
analysis, the collected data was not adjusted. Figures 3-3 and 3-4 reflect the 2013 existing
weekday midday and weekday evening peak hour traffic volumes, respectively. The
seasonal adjustment factors from MassDOT are provided in Appendix B.
Public Transportation
Nantucket runs its own bus-based public transportation network, called The Wave,
throughout the island during the peak summer season. Seven out of the nine Wave bus
routes travel along the truck route from the downtown area towards the south and east
parts of the island. Five of the routes actually travel the entire truck route through all of
the study area location, all the way to the Milestone Rotary, while two of the routes turn
on/ off the truck route at the intersection of Union Street at Francis Street.
Three of the study area intersections (Washington Street at Francis Street, Francis Street
at Union Street and Union Street at Orange Street) have scheduled bus stops at the
intersections for six of bus routes. While there are no stops at the Milestone Rotary, there
is a stop on Milestone Road just to the east of the rotary that serves two of the bus routes.
3.1.3 Vehicular Crash History
To identify potential vehicle crash trends in the study area, crash data were obtained for
the study area intersections from MassDOT for the most recent 3-year period (2009
through 2011). A summary of the crash data is presented in Table 3-4.
According to MassDOT District 5 (the Nantucket district), the average crash rate for
unsignalized intersections is 0.58. This implies that on an average, there were 0.58 motor
vehicle crashes at unsignalized intersections for every million vehicles that pass through
intersections in the District.
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In addition to the study area intersections, general corridor crashes were collected to
understand any safety deficiencies along the truck route. Crash records were obtained for
the following corridors:
h Washington Street, from Broad Street to Francis Street;
h Union Street, from Francis Street to Orange Street;
h Orange Street/ Lower Orange Street, from Union Street to the Milestone Rotary;
h Milestone Road, from the Milestone Rotary to the Site; and
h Easy Street/ Candle Street, from Washington Street to Broad Street.
Rear-end and angle collisions constituted 61 percent of the crash types in the 3-year
period studied, possibly suggesting excessive speeds, a large number of turning vehicles,
and a lack of adequate gaps between vehicles as potential reasons for the occurrence of
the crashes1. Additionally, there were six pedestrian or cyclist crashes over the 3-year
period. These crashes are likely due to the volume of pedestrians and cyclists present in
Nantucket, especially during the tourist season.
T
1 adapted from Highway Safety Engineering Studies Procedural Guide, US Department of Transportation, Washington DC (June 1981)
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3.2 Recommended Intersection Improvements
Based on the projections of future fuel transportation needs described in Section 2.2
and the existing traffic conditions described above, this section describes the
recommended intersection improvements that the Town of Nantucket could
implement along the Nantucket truck route to the proposed tank farm at the
Industrial Area site.
Actual fuel delivery truck activities in the downtown area would be reduced as
loading/ delivery activities would start and finish at the proposed Industrial Area
location and not at the existing Harbor Fuel tank farm. This is a substantial benefit of
this project regardless of any intersection improvements.
3.2.1 Washington Street at Francis Street
As previously described, this intersection has minimal sight distance for both
Washington Street southbound and Francis Street eastbound motorists. Additionally,
large trucks, including fuel delivery vehicles, require the entire width of the
intersection to turn. The ideal treatment for this location is to improve the sight lines;
however, that would require impacts to private property adjacent to the intersection.
All pavement markings should be repainted at the intersection, as they are faded.
A more involved approach would be to install a truck-based signal at the
intersection. Essentially the intersection would be in flasher mode and operate the
same as today the majority of the time. When a large truck is present, the signal
would cease flashing and become red signals for the other approaches in order to
allow the truck to move through the intersection. This would require installing a
control device in every fuel delivery truck in order for the drivers to activate the
signal when approaching or placing heavy vehicle detectors in the approach lanes to
the intersection. On both the Washington Street southbound and Francis Street
eastbound approaches, the STOP bar for the signal would be positioned further back
from the intersection to allow adequate room for a truck to turn without hitting any
stopped vehicles.
3.2.2 Union Street at Francis Street
The intersection of Union Street at Francis Street has extremely limited sight distance
under the current conditions. Trucks require the entire intersection to make turns,
and the restricted sight distance creates an unsafe condition for trucks and cars alike.
The Town of Nantucket has already begun the process to move the Nantucket
Lightship Basket Museum’s staircase away from the intersection to another side of
the building. Additionally, the Town is in the process of purchasing the property at
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50 Union Street, on the eastern side of the intersection. Removing the structure on
this property would allow for improved sight distance at the intersection.
In addition, the faded pavement markings at the intersection should be repainted.
Once the intersection has improved sight distance, secondary STOP bars and signage
should be installed on the Francis Street westbound and Union Street northbound
approaches instructing vehicles to stop farther back when trucks are present in the
intersection. This would allow trucks to have full use of the intersection when
turning.
3.2.3 Union Street Corner
This corner on Union Street has limited sight distance in both directions and narrow
lanes, creating a potentially unsafe condition when large trucks are present.
Recommended improvements at this location include traffic calming measures to
slow vehicles down as they approach the curve, such as restriping the centerline
through the curve and installing signage to warn motorist of the upcoming curve.
Another more involved approach would be to install a flashing beacon on both sides
of the curve that is activated by oncoming traffic.
3.2.4 Orange Street at Union Street
While this intersection is tight enough that trucks require the entire width of the
intersection to turn, there is currently good sight distance on both the Union Street
westbound and Orange Street northbound approaches. The existing sight lines
should be maintained in all future conditions.
The pavement marking should be repainted as they are currently faded. Secondary
STOP bars and signage should be installed on the Francis Street westbound and
Union Street northbound approaches instructing vehicles to stop farther back when
trucks are present in the intersection. This would allow trucks to have full use of the
intersection when turning.
3.2.5 Milestone Road at New South Road/Site Access
At the December 17 public meeting, a member of the public made comment
regarding potential impacts of truck access to and from New South Road along
Milestone Road. The potential bunker site fuel storage facility would be accessed
from New South Road and therefore all truck associated with the facility will travel
through the New South Road and Milestone Road intersection. This intersection is a
standard T-type 90 degree intersection with the New South Road approach is under
STOP control. General truck movement through this intersection is generally good
given the current geometric layout of intersection (see Appendix B for truck turning
diagram) although widening the throat of the New South Road approach at
Milestone Road would be helpful for the larger truck movements. On the south side
and parallel to Milestone Road is the Sconset Bike Path which is a very active
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pedestrian and bicycle facility. Based on field investigation of this location the
Milestone Road eastbound and westbound approaches are straight with fairly level
topography and available sight lines are very good for vehicles exiting New South
Road. It will be important as part of this project to provide signage and striping
improvements at this intersection to identify it as a truck route and to increase the
general awareness of truck activity to all motorists and pedestrian/ bicyclist who
travel through this area.
Access to the Industrial Area site from New South Road will be via the existing
industrial access roadway. The site will provide two points of access, and ingress and
egress driveway that will require one-way circulation through the site in a clockwise
direction. For the purpose of demonstrating the truck turning movements into and
out of the site, refer to figures in Appendix B.
3.2.6 Summary
Figure 3-5 provides a summary of recommended improvements that can be
considered by the Town to improve existing truck movement on island. The
improvements outlined assume that substantial geometric improvements that would
require property takings would not be possible at any of the intersections. The
recommended improvements for these locations are depicted in detail in
Appendix B.
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4
Environmental Resources
This Chapter describes the environmental resources at the proposed tank farm site
and along the transportation route.
4.1 Tank Farm Site
The 9-acre Industrial Area site is identified as Lot G within the Nantucket Industrial
Park and Recreation Facility created by the Town of Nantucket (Figure 4-1). Lot G is
bordered by New South Road (also referred to as Bunker Road) to the north,
Proprietor’s Road to the west, and right-of-ways created for Industry Road and
Shadbush Road to the east and south, respectively. The lot includes an open space
easement of approximately 33,450 square feet.
The Industrial Area site is located north and east of Nantucket Memorial Airport and
has several favorable physical and environmental characteristics. Elevations at the
site range from approximately 52 to 44 feet (NGVD datum) along the western and
southern boundaries of the site, respectively. The site generally slopes to south and
east at grades of 3 percent or less. Lot G is located approximately 1,500 feet southeast
from the boundary of the Zone II established for protection of Nantucket’s public
water supply wells (Figure 4-2).
Soils mapped at the site consist of the Evesboro series, which is an excessively
drained sand that forms on glacio-fluvial outwash plains2. The regional groundwater
table beneath the site lies at an elevation of approximately 10 feet 3. The site is not
subject to flooding during a 100-year or 500-year frequency storm event4 (Figure 4-3).
T
2 USDA Soil Conservation Service, 1979. Soil Survey of Nantucket County, Massachusetts.
3 USGS, 1980. Water Resources of Nantucket Island, Massachusetts. Hydrologic Investigations Atlas HA-615.
4 Federal Emergency Management Agency, 1992. Flood Insurance Rate Map, Town of Nantucket, Massachusetts,
Nantucket County. Community Panel Numbers 250230 0009 D and 0010 D.
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No freshwater wetlands, water bodies or streams occur on the site (Figure 4-3). The
property lies within a Priority Site of Rare Species (Figure 4-4) but is not located in an
Estimated Habitat of Rare Wildlife and does not contain any Certified Vernal Pools.
Two ecological plant communities, as characterized under Classification of the
Natural Communities of Massachusetts, occupy the site5. Vegetation on the northern
portion of Lot G primarily consists of scrub oak (Quercus ilicifolia) shrublands.
Dominant vegetation throughout this community consists of scrub oak, huckleberry
(Gaylussacia baccata), lowbush blueberry (Vaccinium angustifolium), sweetfern
(Comptonia peregrina), and little bluestem (Schizachyrium scoparium) with scattered
occurrences of pitch pine (Pinus rigida). Vegetation on the southern portion consists
of a pitch pine-oak forest/ woodland community. This community typically occurs in
dry, low nutrient, acidic soils of moraines, rocky slopes and less disturbed sandplains
that are removed from regular oceanic influences. Dominant vegetation throughout
this community consists of pitch pine, scrub oak, lowbush blueberry, pin oak
(Q. palustris), black oak (Q. velutina), chestnut oak (Q. prinus), white oak (Q. alba),
little bluestem grass, and poison ivy (Toxicodendron radicans).
4.2 Transportation Route
The route to the proposed tank farm site from Steamship Wharf is approximately
4.1 miles long (Figure 3-1). From the wharf, the route extends southwestward along
Broad Street into Nantucket Village, southeastward along South Water/ Washington
Streets, southwest onto Francis Street, and then south along Union Street until it
merges with Orange Street. From the intersection of Union/ Orange Streets, the route
continues southeast to the Milestone Rotary and then due east along Milestone Road.
The route then travels to south to the Industrial Park on New South (Bunker) Road.
According to topographic GIS data provided by the Town of Nantucket, elevations
along the transportation route range from approximately 8 feet at the wharf to a high
point of 68 feet on Milestone Road just west of its intersection with New South Road
(Figure 4-5). Approximately 2.6 miles of the transportation route crosses through the
Zone II of Nantucket’s public water supply wells (Figure 4-2). The area of greatest
vulnerability is the section of Milestone Road between the Milestone Rotary and
Tawpoot Road, where the transportation route is along the Wannacomet Water
Company water supply wells south of Milestone Road. The Town could choose to
install guard rails or a berm along that section of roadway to provide greater
protection to the well field.
5 NHESP, 2001. Classification of the Natural Communities of Massachusetts, Version 1.3.
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The northern portion of the transportation route is located primarily within Zone AE
of the 100-year floodplain6 and is located within Zone ZE of the 100-year floodplain
at three locations (at the Steamship Wharf, Easy Street, and Washington Street)
(Figure 4-2). North of the intersection of Bear Street with Orange Street, the route
remains within the 500-year floodplain when it is not within the 100-year floodplain.
The route is not within an area subject to flooding during a 100-year or 500-year
frequency storm event from the intersection of Bear Street with Orange Street south
to the proposed tank farm site.
A scrub-shrub swamp is located along the southeast side of Union Street and an
emergent marsh occurs along the north side of Orange Street (west of where it
intersects with Goose Pond Lane) (Figure 4-3). No other freshwater wetlands occur
within 100 feet of the route. The scrub-shrub swamp and emergent marsh are
regulated as Bordering Vegetated Wetlands (BVWs) under the Massachusetts
Wetlands Protection Act (WPA; MGL Chapter 131, Section 40) and the Town of
Nantucket Bylaw for Wetlands (“local bylaw;” Chapter 136).
Coastal wetland resources (Land Under the Ocean and Coastal Bank) occur along
Steamship Wharf. In addition, portions of the transportation route that extend
through the 100-year floodplain are regulated as Land Subject to Coastal Storm
Flowage (LSCSF) under the WPA and local bylaw. The WPA and local bylaw
establish a 100-foot buffer zone from the boundaries of BVWs and Coastal Bank. The
local bylaw establishes a 100-foot buffer zone from the limits of LSCSF. The
approximate limit of freshwater and coastal wetland resources along the
transportation route are shown on Figure 4-3.
Approximately 2.2 miles of the transportation route (from the junction of Milestone
Road and the Milestone Connector to the proposed tank farm site) crosses through a
Priority Habitat of Rare Species (Figure 4-4). The route is not located in an Estimated
Habitat of Rare Wildlife and no Certified Vernal Pools are located along or in the
vicinity of the route.
6 Federal Emergency Management Agency, 1992. Flood Insurance Rate Map, Town of Nantucket, Massachusetts,
Nantucket County. Community Panel Numbers 250230 0009 D, 0011 D and 0012 D.
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5
Permitting Assessment
Constructing and operating the new bulk fuel storage facility and implementing
some of the improvements along the transportation route will require review and
approval from several federal, state and municipal regulatory agencies. Permits
needed for the project are listed in Table 5-1and described in this Chapter. As
discussed below, the Town has already secured some of the authorizations that will
be required to construct and operate the tank farm.
Table 5-1 Project Permitting Requirements
Law or Regulation Permit Issuing Agency
Federal:
NPDES Construction General Permit EPA
NPDES Multi-Sector Industrial General Permit EPA
State:
Fire Prevention Regulations Aboveground Storage Tank Permit Department of Fire Services
Municipal:
Major Commercial Development Special Permit Planning Board
Zoning Regulations Certification Historic District Commission
Flammable Materials Act Fuel Storage License Board of Selectmen
Massachusetts Building Code Building Permit Building Inspector
Massachusetts Fire Code Storage Permit Fire Department
Wetlands Protection Act1 Order of Conditions/Negative Determination of Applicability Conservation Commission
1 Potentially required for transportation route improvements only.
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5.1 Previously Obtained Approvals
The development of bulk fuel storage facilities usually entails activities that require
review under the Massachusetts Environmental Policy Act (MEPA) which is
administered by the Massachusetts Executive Office of Energy and Environmental
Affairs (EOEEA). In 2010, an Environmental Notification Form (ENF) was filed for
Nantucket Industrial Park and Recreation Facility on behalf of the Nantucket Land
bank and the Town of Nantucket. The ENF (EOEEA Number 14588) filed for the
project included the development of a bulk fuel storage/ distribution on Lot G of the
Industrial Park. On June 4, 2010, the Secretary of the EOEEA issued a Certificate on
the ENF indicating the project required no further MEPA review.
As discussed in Chapter 4, the tank farm site is located within a Priority Site of Rare
Species as established by the Natural Heritage and Endangered Species Program
(NHESP) of the Massachusetts Division of Fisheries and Wildlife. Projects proposed
within Priority Sites require review and authorization from NHESP pursuant to the
requirements of the Massachusetts Endangered Species Act (MESA) and its
implementing regulations (321 CMR 10.00). Projects determined to result in a taking
of rare species must obtain a Conservation and Management Permit (CMP) from
NHESP. NHESP issued a CMP for the Industrial Park and Recreation Facility project
(which includes a tank farm on Lot G) on November 8, 2010. This permit is valid for
5 years and may be extended by NHESP upon receipt of a written request from the
permit holder.
5.2 Federal Requirements
The proposed project will require authorization from the U.S. Environmental
Protection Agency (EPA) under the National Pollutant Discharge Elimination System
(NPDES) program that is part of the federal Clean Water Act (CWA). As discussed
below, the tank farm will require a Construction General Permit and a Multi-Sector
Industrial General Permit. Massachusetts is one of the few states that has not
assumed administrative authority over the NPDES program.
Both of the NPDES Notices of Intent (NOIs) for the project, as described below, must
include certification that the project will not impact federally listed rare species or
property listed or eligible for listing in the National Register of Historic Places. None
of the state-listed species associated with the Priority Site established by the NHESP
are protected under the federal Endangered Species Act. The absence of federally
protected species on records maintained by NHESP can be used to satisfy the
certification requirements for NPDES General Permit coverage. As part of the MEPA
review process, the Massachusetts Historical Commission determined that the
Industrial Park and Recreation Facility project (which includes the proposed tank
farm) would not have an adverse impact on any archeological, historic or cultural
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resources. This determination satisfies the certification requirement for coverage
under the NPDES General Permits.
5.2.1 NPDES Construction General Permit
The NPDES Phase I (40 CFR Parts 122, 123, and 124) and Phase II (40 CFR Parts 9,
122, 234, and 124) regulate construction activities that disturb more than 1 acre of
soil. Constructing the tank farm will result in more than 1 acre of soil disturbance
and will therefore require a Construction General Permit (CGP) from EPA. Coverage
under the CGP is achieved by filing a Notice of Intent (NOI) with EPA. The CGP
requires that a site specific Stormwater Pollution Prevention Plan (SWPPP) be
prepared prior to the start of work and implemented throughout the construction
period. The SWPPP is not provided to or reviewed by EPA. A copy of the SWPPP
must be kept on the site at all times. After construction is complete, a Notice of
Termination (NOT) must be filed with EPA to close out the permit.
5.2.2 NPDES Multi-Sector Industrial General Permit
Operating the proposed tank farm would constitute an industrial activity that
requires approval under NPDES Multi Sector General Permit (MSGP) program from
EPA. Coverage under the MSGP is obtained by filing an NOI (using a different form
than the CGP NOI) with EPA. As with the CGP, this permit requires an SWPPP. This
SWPPP should address the operation of the facility and include provisions for source
reduction, spill prevention and spill control. The current MSGP expired at the end of
September 2013. A new MSGP is in the process of being reissued; however during
the interim any newly discharging facility must meet certain criteria in order to
eliminate the possibility of administrative or civil judicial enforcement actions by the
EPA, until a new MSGP is issued.
5.3 State Requirements
The proposed tank farm will require approval under the Massachusetts Fire Prevention
Regulations cited at 502 CMR 5.00 because it will have a combined capacity of more than
10,000 gallons. These regulations were developed to provide uniform requirements and
procedures for the construction, maintenance and use of aboveground storage tanks or
containers. They are administered by the State Fire Marshall.
An application must be submitted for each tank and must contain the required form
and the following materials:
h Plot plan showing offsets to water bodies or waterways, utilities and
private/ public ways;
h Foundation plan showing the location of supporting geotechnical borings;
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h Dike (containment) plan illustrating slope, height and capacity; and
h Mechanical plans for all tanks, piping and other components.
All plans must be stamped by a Professional Engineer and/ or Registered Land
Surveyor.
The application is reviewed by the State Fire Marshall’s staff for compliance with state
codes and standard engineering practices. Construction must be started within 6 months
of receiving approval and the permit is valid for one year. If the project cannot be
completed within that time frame, the applicant must apply for an extension.
5.4 Local Requirements
Nantucket municipal boards and departments must also review the proposed project
and issue the permits and approvals described below.
5.4.1 Major Commercial Development Regulations (NPB Special Permit)
As the proposed tank farm entails the construction of more than 5,000 square feet of
commercial storage space, it constitutes a Major Commercial Development (MCD)
and therefore requires a Special Permit from the Nantucket Planning Board. The
application process is outlined in Section 139 of the Nantucket Code and begins with
a pre-application conference and site walk. In addition to the required forms, the
application package must include:
h Site Inventory and Resource Analysis that depicts/ describes features such as
topography, wetlands and floodplains on and adjacent to the property;
h Site Development Plans depicting various aspects of the proposed development
including grading, structures, roadways, parking lots, utilities, landscaping and
open space; and
h Detailed drawings (including cross sections) of utilities, roads and parking lots.
In addition to the planning board, the MCD application is reviewed by the
Nantucket Planning & Economic Development Commission (NPEDC) for
compliance with the applicable regulations (including zoning) and conformance with
the Nantucket Comprehensive Community Plan. Some of the more stringent
standards that must be complied with include:
h Maintaining at least 30 percent of the lot as open space;
h Screening the development from abutting land uses; and
h Minimizing traffic congestion.
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Recommendations made by the NPEDC are non-binding. The Board may also retain
an engineering firm or other specialists (at the applicant’s expense) to review and
comment on the application.
5.4.2 Historic District Commission Certification
Projects which require Planning Board approval or a Building Permit must also
receive authorization, via the issuance of a Certificate of Appropriateness or a
Certificate of Nonapplicability, from the Nantucket Historic District Commission
(HDC). This is accomplished by filing the required form, plans and maps with the
HDC and attending hearings with the Design Advisory Council. Abutters to the
project must be notified via certified mail.
5.4.3 Flammable Materials Act
This state law (MGL Chapter 148, Section 13) is administered by the Nantucket
Selectmen. It requires the property owner to apply for a license to store flammable or
combustible fuels. The Board of Selectmen shall hear the application at a public
hearing then vote on the application. If the application is approved by the Board of
Selectmen and the Nantucket Fire Chief, a license will be issued for fuel storage on
the specified land to the property owner.
5.4.4 Building and Fire Codes
Constructing the tank farm will require a Building and Fuel Storage Permit from
municipal officials. Applications for these permits are reviewed by the Building
Inspector and Fire Chief. These individuals must determine that the proposed work
comply with state codes.
5.4.5 Wetlands Protection Act/Nantucket Wetlands Bylaw
As discussed in Chapter 4, the site of the proposed bulk fuel storage facility does not
contain or abut any local, state, or federally regulated wetland resources and
therefore will not require any wetlands permits. Portions of the transportation route
cross through LSCF and/ or are located within the Buffer Zone (land within 100 feet)
of this and other wetland resources (BVWs and Coastal Bank) that are protected
under the WPA and the local bylaw. Work proposed in LSCF or Buffer Zone must be
reviewed and authorized by the Nantucket Conservation Commission.
Improvements planned along the transportation route will likely be limited to
installing striping/ signage to promote more efficient traffic flow. As these activities
will only entail limited earth disturbance/ clearing of vegetation and will not result in
creating additional impervious surfaces, they can likely be addressed through the
filing of a Request for a Determination of Applicability (RDA) with the Commission.
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The RDA must include the required forms, plans depicting the proposed work and
supporting information to demonstrate that the proposed activities will not
adversely affect wetland resources. The RDA is filed with the Commission and the
regional office of the DEP. After holding a public hearing on the filing, the
Commission will issue a Determination of Application approving the work or could
require filing an NOI.
A NOI filing (if required) generally includes the same materials that are provided
with a RDA but provides additional details on measures to prevent adverse impacts
to wetland resources. The applicant must notify abutters to the proposed work of the
filing. After holding one or more public hearings, the Commission will issue an
Order of Conditions for the project (which may contain stipulations that must be
adhered to during construction and/ or after completion of the work).
Once a Determination or Order is issued, it is not valid until the appeal period
(10 business days) has elapsed. If the permit is appealed (which can be done by the
applicant or owner, any person aggrieved, an abutter, any 10 residents of the town or
the DEP), the DEP must review the submission and issue a Superseding
Determination of Applicability or Superseding Order of Conditions. Any person or
party that previously participated in the process (submitted written information) can
appeal the DEP’s decision by requesting an adjudicatory hearing. Appeals or
adjudication can significantly extend the WPA permitting process.
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6
Financial
Considerations
6.1 Introduction
This Chapter discusses the economic aspects of the proposed relocation of the tank
farm to the Industrial Area. The Town is proposing what is essentially a public-
private partnership: contributions by both the Town and a private party to achieve a
public purpose. The Town has determined, through the Town Meeting votes to
rezone and acquire the property, that relocation of the tank farm is a public purpose.
The structure of the public-private partnership has yet to be determined. This
Chapter provides an overview of the issues associated with structuring a possible
transaction and financing the design, construction, and operation of a new bulk
storage facility at the Industrial Area site and any related transportation
improvements.
6.2 Inducement
The Town would like to induce a private party to do something that it wants:
relocation of the tank farm to a specific site. The Town has some regulatory levers
that it can use, but they are limited. There is a Town permit required to operate the
existing facility, but there has to be reasonable grounds upon which to deny renewal
of the permit. Apparently the Town attempted an unreasonable denial of the permit
some years ago, and the existing operator prevailed in the subsequent litigation. This
time the Town is attempting to use more of a carrot than a stick, by creating an
opportunity for a new facility in the location of its choosing. The inducement has
included acquiring real estate, establishing appropriate zoning, and pre-permitting
the facility with MEPA and the natural resource agencies to streamline the
permitting process. The inducement will also likely include favorable economic
terms for the acquisition of the property, either by sale or lease.
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6.3 Possible Terms
Any financial arrangement must make economic sense for both parties. Both the
Town and the private party must have their interests protected. Having identified a
location for the relocated tank farm, the Town seeks an ongoing interest assuring that
the land use be maintained for fuel storage and distribution. There are three possible
approaches: build and lease to an operator, land lease, or land sale.
6.3.1 Build and Lease
The Town could design and build the tank farm, and lease it to an operator, similar
to the existing arrangement on the waterfront. This gives the Town maximum control
over the facility, now and into the future. Because the Town is making the financial
investment in the equipment, the operator does not need a return on capital. The
term of the operating agreement can shorter than would be needed to amortize
equipment cost, and the Town can set the operating conditions. The Town may also
be able to borrow money at more favorable rates than a private party, reducing the
overall cost of the project. This approach would require a much higher level of
engagement by the Town in the “business” of owning and operating a bulk fuel
storage and distribution facility, which may be undesirable as it is outside the typical
activities of a municipality. If this approach were taken, it would be advisable to
engage a potential operator prior to the final design of the facility, so the selected
operator could be involved in its design and construction.
6.3.2 Land Lease
In this scenario, the Town retains ownership of the land, and therefore greater
control over its use, and the private party would finance the d esign, construction,
and operation of the tank farm. The length of the lease would need to be sufficiently
long to enable payback of the private party’s capital investment. The terms of the
lease could specify details that the Town may want, such as specific use of the
property, hours of operation, etc.
One potential risk for the Town would be potential liability if there is tank leak or spill in
the future. Under the Massachusetts General Laws (M.G.L.) Chapter 21E, the land owner
is ultimately liable for cleanup costs. This could be addressed through the terms of a
lease, and bonding by the private party, but it adds a complication to this approach.
Through a land lease the Town could retain right of entry for the Town for
ingress/ egress on an as needed basis. Under M.G.L, Chapter 186, Section 15B, a
Lessor has the right of entry for inspections, repairs, under a court order, etc. This
right would allow the Town to enter the property with a given notice of entry, and
would allow the Town to inspect or maintain the property as needed. Further, if any
historical artifacts or mineral rights are found on the property, the Town would have
the ability to enter to inspect for such. This approach has greater benefits to the
Town, and fewer benefits to the private party.
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6.3.3 Land Sale
Selling the land has advantages and disadvantages. For the Town, there would be the
absence of potential ongoing liability if there is tank leak or spill in the future. As
noted above, under M.G.L. Chapter 21E, the land owner is liable for cleanup costs.
For the private party, having fee interest in the real estate would likely make the
project easier to finance. Lenders like security interest in their loans, and the
underlying real estate would make for improved collateral. Outright purchase could
be a cleaner transaction for both buyer and seller.
However, as discussed above, the Town would presumably want to retain some
ongoing interest in the property, to be assured that the property would stay in its
intended use as a fuel storage and distribution facility. This might be accomplished
in a couple of ways. Prior to sale, the Town could establish a deed restriction that
would limit the use of the property to fuel storage and distribution, but state law
(M.G.L. Chapter 184, Section 27) generally limits the term of such a restriction to
30 years. This may not give the Town the ongoing interest in the use of the property
that it seeks. There is some recent case law (Killorin v. Zoning Board of Appeals of
Andover, 80 Mass. App. Ct. 655, 656 (2011)) which Town Counsel should review.
Given the public purpose of this land sale, a deed restriction by the Town longer than
30 years may be possible. Alternatively, the Town could establish a separate
agreement with the purchaser, giving the Town the right of first refusal to buy the
property back if the buyer wanted to sell at some point in the future. Land sale gives
the Town less control over the design, construction, and operation of the facility, but
provides benefits to the private operator of greater control and likely easier project
financing.
6.4 Return on Investment
Both parties to this financial transaction would be making financial contributions,
and would need to see a reasonable return on their investments. The Town must
prudently manage its financial resources, which includes the value of the land that it
is contributing in some fashion. If the Town chooses to undertake the design and
construction of the facility, it would be taking on a significant debt load to finance it.
The private party, in any scenario, will also be making financial contributions to a
greater or lesser degree. Presumably the private party will be a for-profit company,
and they will want to see a return on their investment.
6.5 Process
Once a decision has been made on the terms of the transaction (build and lease to an
operator, land lease, or land sale) the Town will likely seek bids from interested parties.
This can be done through a request for proposal (RFP) process. Expected payments to the
Town would vary depending on how the transaction was structured. If the Town builds
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the facility, an operator would be expected to make annual payments sufficient to cover
the Town’s debt service and equipment replacement cost. If a ground lease, the payments
to the Town would be much lower, as the operator would be responsible for all the
capital and operating costs of the facility. Similarly, in a land sale, particularly one with
deed restrictions and a possible right of first refusal, the payment to the Town could be
expected to be quite low, as the private party would be making all the capital investment
in designing and building the facility and only one use of the property would be allowed.
6.6 Estimates of Probable Cost
There are two cost components to the relocation of the bulk fuel facility from the
waterfront to the Industrial Area: permitting, design, and construction of the facility
itself (as described in Chapter 2), and improvements to certain intersections to
improve traffic flow through them (as described in Chapter 3).
6.6.1 Facility Cost
The memorandum provided in Appendix A includes an Engineer’s Estimate of Probable
Cost, based on the conceptual design for the proposed Industrial Area Tank Farm described
in Chapter 2. The estimated capital cost for constructing the facility is approximately
$6.7 million, as summarized in Table 6-1 and provided in detail in the memorandum.
Table 6-1 Summary of Probable Cost Estimate
Component Estimated
Cost
Fuel Tanks $3,964,831
Fuel System $980,600
Tank Containment Area $221,500
Truck Load/Offload Area $69,308
Truck Parking Area $24,800
Pavement $203,810
Fencing $51,423
Waterline $36,533
Electrical $18,000
20% Permitting, engineering, and construction management $1,100,000
Total $6,670,805
Source: Design Approach and Criteria, Nantucket Fuel Farm, Nantucket, Massachusetts (Appendix A)
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6.6.2 Intersection Improvements
The intersection improvements recommended in Chapter 3 include minor signage
and striping work that is estimated to range between $1,500 and $3,000 per
intersection. Signal treatments, where recommended, are estimated to range between
$25,000 and $100,000. Table 6-2 summarizes the cost estimates for the intersection
improvements.
Table 6-2 Cost Estimates of Intersection Improvements
Intersection Minor Improvements Cost Estimate Range Major Improvements Cost Estimate Range
Washington Street at
Francis Street
Signage and striping $1,500 - $3,000 Signal treatment $50,000-$100,000
Union Street at Francis Street Signage and striping $1,500 - $3,000 None recommended
Union Street Corner Signage and striping $1,500 - $3,000 Signal treatment $25,000-$50,000
Orange Street at Union Street Signage and striping $1,500 - $3,000 None recommended
Total $6,000 - $12,000 $75,000-$150,000
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7
References
Ascent Aviation Group, Inc. 2007. Consult to the Nantucket Bulk Fuel Committee.
Presented to the Nantucket Bulk Fuel Committee. Parish, NY: Ascent Aviation
Group, Inc.
Byrne McKinney & Associates, Inc. Summary Report: Wilkes Square Economic Study,
Nantucket, Massachusetts. Prepared for the Town of Nantucket, c/ o CBT
Architects. Boston: Byrne McKinney & Associates, Inc.
CBT Architects, et al. 2010. Wilkes Square Redevelopment. Presentation to the Town of
Nantucket on September 15, 2010. Boston: CBT Architects; Byrne McKinney &
Associates, Inc.; Copley Wolff Design Group; Nitsch Engineering; Site Design
Inc., and Epsilon Associates.
Town of Nantucket. 1988. Energy Planning on Nantucket: Options for Bulk Fuel Storage.
Nantucket, MA: Bulk Fuel Storage Task Force.
Town of Nantucket. 1998. Nantucket Island Bulk Fuel Master Plan. Nantucket, MA:
Bulk Fuel Citizens’ Advisory Committee.
Town of Nantucket. 2009. Nantucket Master Plan. Nantucket, MA: Nantucket
Planning Board.
Urban Land Institute. 2008. Downtown Nantucket. Urban Land Institute Advisory
Services Panel Briefing Book. Washington, D.C.: Urban Land Institute.
_____. 2008. Nantucket, Massachusetts: Implementing Downtown’s Future. An Advisory
Services Panel Report. Washington, D.C.: Urban Land Institute.
Vanasse Hangen Brustlin, Inc. 2005. Nantucket Pipeline and Bulk Fuel Storage Feasibility
Study. Prepared for the Nantucket Airport Commission. Watertown, MA:
Vanasse Hangen Brustlin, Inc.; Moffat & Nichol; and Enterprise Engineering, Inc.
\
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Figures
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Legend
Tanker Truck Route to Harbor Fuel Tank Farm
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Figure 2-1
January 2014
Nantucket Harbor
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Vanasse Hangen Brustlin, Inc. Vanasse Hangen Brustlin, Inc.
0 150 300 Feet
Steamship Wharf
Swain's Wharf
Nantucket Boat
Basin Marina
Nantucket
Harbor
Harbor Fuel
Tank Farm
Legend
Proposed Route to Industrial Area Tank Farm
Current AST and UST Locations
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Figure 2-2
January 2014
Selected AST and UST Locations
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Vanasse Hangen Brustlin, Inc. Vanasse Hangen Brustlin, Inc.
0 1250 2500 Feet
Airport Gas Station
Sun Island Fuel
Nantucket Memorial Airport
Gray Lady Boat YardD&B Auto Service
Myes Reis Trucking
Nantucket
High School
Hatch’s Gas
US Coast Guard
Steamship Wharf
Verizon Massachusetts
Harbor Fuel Tank Farm
Nantucket Fire Department
Proposed
Industrial Area
Tank Farm
On Island Gas
Nantucket
Harbor
Shipping MethodFrequency (average/period)DestinationProductsVolume (average gallons/year)Primary DeliverySecondary DeliveryBulk StorageFrequency (average/day)Frequency (average/day)DispenserProductPipeOn demandCommercial Ferry2/day (weekdays)Steamship WharfAviation Fuels Propane Other Fuel Oil ULS Diesel Fuel Gasoline1,360,000 5,000,000 nominal 600,000 nominal 4,400,000WB-65 Specifcation Tanker Truck (12,000 gallon)0.5 1.5 <0.1 0.25 <0.1 1.5Airport Tank FarmOther Tank Farm (or direct delivery)SU Specification Tanker Truck (2,800/5,000 gallon)ConsumersBuildings, vehiclesFuel Oil ULS Diesel Fuel2,800,000 525,000PipeAs neededHarbor Fuels Tank FarmOther Fuel oilDiesel fuelGasolineBarge2/quarterSwain's WharfOn-Airport Tanker TrucksDirect Delivery Trucks Gas Station Pumps Marina PumpsAVGAS, Jet A Propane Other Fuel oil ULS Diesel fuel Gasoline Fuel oil/ULS Diesel fuel GasolineFFigure 2-3 January 2014Current Fuel Management SystemNantucket Island Bulk Fuel StorageFeasibility StudyNantucket, Massachusetts\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter2-tab.indd p1 04/02/14Vanasse Hangen Brustlin, Inc.
Figure 2-4 January 2014Future Fuel Management System (with current fuel volumes)Nantucket Island Bulk Fuel StorageFeasibility StudyNantucket, MassachusettsShipping MethodFrequency (average/period)DestinationProductsVolume (average gallons/year)Primary DeliverySecondary DeliveryBulk StorageFrequency (average/day)Frequency (average/day)DispenserProductCommercial Ferry2/day (weekdays)Steamship WharfAviation Fuels Propane Other Fuel Oil ULS Diesel Fuel Gasoline1,360,000 5,000,000 nominal 3,400,000 525,000 4,400,000 WB-65 Specifcation Tanker Truck (12,000 gallon)0.5 1.5 <0.1 1.25 <0.1 1.5Airport Tank FarmOther Tank Farm (or direct delivery)SU Specification Tanker Truck (2,800/5,000 gallon)ConsumersBuildings, vehiclesIndustrial Area Tank FarmOther Fuel oilDiesel fuelGasolineOn-Airport Tanker TrucksDirect Delivery Trucks Gas Station and Marina PumpsMarina PumpsAVGAS, Jet A Propane Other Fuel oil ULS Diesel fuel Gasoline Fuel oil/ULS Diesel fuel GasolineF\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter2-tab.indd p2 04/02/14Vanasse Hangen Brustlin, Inc.
x
x
xxx
x x x x x x x x x x xxxxxxxxxxxxxxxSteering AngleLock to Lock TimeArticulating AngleWB-65Trailer TrackTractor TrackTrailer WidthTractor Width19.504.00feet8.508.50:8.008.00:::0.003.0043.5015.0053.00:::6.028.470.0Lock to Lock TimeSUWidthTrackSteering Angle4.0020.00feet:::6.08.008.0031.8:30.00Figure 2-5 January 2014Conceptual LayoutIndustrial Area Tank FarmNantucket Island Bulk Fuel StorageFeasibility StudyNantucket, Massachusetts\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter2-tab.indd p3 04/02/14Vanasse Hangen Brustlin, Inc.
Figure 3-1 January 2014Roadway JurisdictionNantucket Island Bulk Fuel Storage Feasibility StudyNantucket, Massachusetts\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter 3-tab.indd p1 01/20/14Vanasse Hangen Brustlin, Inc. LegendProposed Fuel Truck RouteLocal JurisdictionMassDOT JurisdictionFRANCISSTBBBBBBBBBBBBBBBBBBBB
B
BBBAANRACCICAAAAARARACIICNCICCCRACCCIIIFRANANIIIFRAFRAFRANFRANCINIANCRANNRARAFRFRANFRANRAFCRACNANFFNNRAAFNRANRANNAANAANNNNNNAARRAASSSSSSSSSSFFFRFRFRFRFRFRFRFFFFRFRAFRAFRAFRAFRAFRAFRAFRFRARRRARARANRANRANARANRANANRANRAAAANANCANCANCANCANCNANCANCANANCNCNCNNCNCNCNCINCICICCNCNCCSCCICICICICICISSSSCICICIIISSSSSSSBBBBBBBBBBBBBBProposed Industrial Area Tank FarmSteamship WharfNantucket Memorial AirportMilestone Rotary0 550 1100 Feet
\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter 3-let.indd p1 01/20/14
Figure 3-2
January 2014
Existing Lane Geometry
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Vanasse Hangen Brustlin, Inc. Vanasse Hangen Brustlin, Inc.
1DQWXFNHW+DUERU
To Proposed Industrial
Area Tank Farm
Legend
Traffic Movements through
Intersections
\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter 3-let.indd p2 01/20/14
Figure 3-3
January 2014
2013 Existing Conditions
Weekday Midday Peak Season
3HDN+RXU7UDI¿F9ROXPHV
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Vanasse Hangen Brustlin, Inc. Vanasse Hangen Brustlin, Inc.
1DQWXFNHW+DUERU
Legend
Traffic Movements through
Intersections
Count of Vehicles
Executing Indicated
Movement
To Proposed Industrial
Area Tank Farm
25
\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter 3-let.indd p3 01/20/14
Figure 3-4
January 2014
2013 Existing Conditions
Weekday Evening Peak Season
3HDN+RXU7UDI¿F9ROXPHV
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Vanasse Hangen Brustlin, Inc. Vanasse Hangen Brustlin, Inc.
1DQWXFNHW+DUERU
Legend
Traffic Movements through
Intersections
Count of Vehicles
Executing Indicated
Movement
To Proposed Industrial
Area Tank Farm
25
\\vhb\proj\Wat-EV\12472.00\graphics\FIGURES\Chapter 3-let.indd p4 01/20/14
Figure 3-5
January 2014
Recommended Intersection Improvements
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Vanasse Hangen Brustlin, Inc. Vanasse Hangen Brustlin, Inc.
Ŗ +FGCNVTGCVOGPVYQWNFDGVQKORTQXGUKIJVNKPGU JQYGXGTVJGTG
CTGKORNKECVKQPUVQRTKXCVGRTQRGTVKGU
Ŗ #PQVJGTCRRTQCEJKUVQKPUVCNNCVTWEMDCUGFUKIPCNCVVJG
KPVGTUGEVKQP9JGPCVTWEMKURTGUGPVVJGUKIPCNYQWNFIQ HTQOƀCUJKPIVQTGFQPQVJGTCRRTQCEJGUVQCNNQYVJGVTWEMVQ IGVVJTQWIJ
Ŗ /CKPVCKPGZKUVKPIUKIJVNKPGU
Ŗ 4GUVTKRGRCXGOGPVOCTMKPIU
Ŗ +PUVCNNUGEQPFCT[5612DCTUCPFUKIPCIGQPCRRTQCEJGUHQT
YJGPVTWEMUCTGRTGUGPVCNNQYKPIVJGVTWEMUVQJCXGHWNNWUGQH VJGKPVGTUGEVKQP
Ŗ 6QYPQH0CPVWEMGVJCUCNTGCF[DGIWPVJGRTQEGUUVQQRGPWR
VJGKPVGTUGEVKQPCPFKORTQXGUKIJVNKPGU
Ŗ 4GNQECVKQPQH0CPVWEMGV.KIJVUJKR$CUMGV/WUGWOŏU
UVCKTUVQQVJGTUKFGQHVJGDWKNFKPI
Ŗ 2WTEJCUGQHRTQRGTV[CV7PKQP5VTGGVŖ +PUVCNNUGEQPFCT[5612DCTUCPFUKIPCIGQPCRRTQCEJGUHQT YJGPVTWEMUCTGRTGUGPVCNNQYKPIVJGVTWEMUVQJCXGHWNNWUGQH
VJGKPVGTUGEVKQP
Ŗ 6TCHſE%CNOKPIOGCUWTGUVQUNQYXGJKENGUFQYPVJTQWIJ EWTXG Ŗ 4GUVTKRKPIQHEGPVGTNKPGVJTQWIJKPVGTUGEVKQP
Ŗ +PUVCNNKPIUKIPCIGVQYCTPOQVQTKUVQHVJGWREQOKPIEWTXGKP
VJGTQCFYC[
Ŗ #PQVJGTCRRTQCEJYQWNFDGVQKPUVCNNCƀCUJKPIDGCEQPVJCVKU
CEVKXCVGFD[QPEQOKPIVTCHſE
Legend
Proposed Fuel Truck Route
Union Street at Francis Street
UNION
S
T FRANCIS S
T
Washington Street at Francis Street
WA
S
H
I
N
G
T
ON
S
T
FRA
NCIS ST
Union Street Corner
UNION
ST
Orange Street at Union Street
UNION STO
R
A
N
G
E
S
T FRAN
CI
S STUNION ST
0 300 600 Feet
\\mawatr\EV\12472.00\GIS\Project\EnvoConstraints\Aerial_TankFarm.mxd
Figure 4-1
January 2014
Vanasse Hangen Brustlin, Inc.
¯
0300150 Feet
Source: BING 2013
Nantucket Industrial Park and Recreation Facility
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Legend
Proposed Tank Farm Location
Parcels
Contours
Water Supply Protection AreasNantucket Island Bulk Fuel StorageFeasibility StudyNantucket, MassachusettsVanasse Hangen Brustlin, Inc.Figure 4-2 January 2014¯0 1,250625 Feet\\vhb\proj\Wat-EV\12472.00\GIS\Project\Chapter 4 Figures\Water Supply Protection Areas.mxdLegendProposed Fuel Truck RouteProposed Tank Farm LocationZone A Surface Water Supply Protection AreasZone II DEP Wellhead Protection AreasSurface Water Supply Protection ZonesSole Source AquifersAquifersSource: MassGIS, Bing 2009
Wetland Resources and FloodplainsNantucket Island Bulk Fuel StorageFeasibility StudyNantucket, MassachusettsVanasse Hangen Brustlin, Inc.Figure 4-3 January 2014¯0 1,250625 Feet\\vhb\proj\Wat-EV\12472.00\GIS\Project\Chapter 4 Figures\Wetland Resources.mxdLegendProposed Fuel Truck RouteProposed Tank Farm LocationExisting FacilityDEP WetlandsMassDEP Watercourse100-Year Floodplain500-Year FloodplainSource: MassGIS, Bing 2009
Priority and Estimated Habitats, andCertified Vernal PoolsNantucket Island Bulk Fuel StorageFeasibility StudyNantucket, MassachusettsVanasse Hangen Brustlin, Inc.Figure 4-4 January 2014¯0 1,400700 Feet\\vhb\proj\Wat-EV\12472.00\GIS\Project\Chapter 4 Figures\Habitats.mxdLegendProposed Fuel Truck RouteProposed Tank Farm LocationExisting Facility!Certified Vernal PoolsPriority Habitats of Rare SpeciesEstimated Habitats of Rare WildlifeSource: NHESP 2008, Bing 2009
\\mawatr\EV\12472.00\GIS\Project\Chapter 4 Figures\Topographic Map.mxd
Figure 4-5
January 2014
Vanasse Hangen Brustlin, Inc.
¯
0 2,1001,050 Feet
Source: USGS 2001
Topographic Map of Project Area
Nantucket Island Bulk Fuel Storage
Feasibility Study
Nantucket, Massachusetts
Legend
Proposed Tank Farm Facility
Proposed Fuel Truck Route
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendices Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendices
A Nantucket Island Fuel Farm, Design and Approach Memorandum
B Traffic Data
Appendix B-1 Traffic Volume Count Data
Appendix B-2 Seasonal Adjustment Factors
Appendix B-3 Fuel Truck AutoTurn Figures
Appendix B-4 Public Transportation
Appendix B-5 Vehicle Crash Data
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendices Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix A: Nantucket Island Fuel Farm, Design
and Approach Memorandum
A-1 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendix A:
Nantucket Island Fuel Farm,
Design and Approach
Memorandum
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix A: Nantucket Island Fuel Farm, Design
and Approach Memorandum
A-2 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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Page 2 of 6
Revised
Design Approach and Criteria
Nantucket Fuel Farm
Nantucket, Massachusetts
(January 10, 2014)
TRC is coordinating with VHB to provide design and consulting services for the development of
a fuel farm to replace an existing facility located within the Town of Nantucket proper, adjacent
to the waterfront. The current location presents potential risk for the safety, health, and welfare
of nearby residents and the environment. The proposed fuel farm will be located on an upland
parcel, adjacent to the existing airport.
TRC’s initial facility layout evaluated the annual fuel delivery and consumption provided by the
Town to project product storage and facility requirements. These findings were presented to the
Town of Nantucket during Mid-December 2013. Based on that presentation, the town requested
the proposed facility be modified. Those modifications include smaller storage volumes, fewer
tanks, larger tank truck parking containment and a future underground propane facility.
The revised facility storage requirements are summarized in the table below.
In addition, the refueler truck parking pad was increased in size to accommodate a total of four
vehicles. The truck receipt and filling stand was unchanged from the previous concept plan.
Finally, the facility was relocated to a smaller site adjacent to the original location.
Requied
Ullage Diameter Height
Length Capacity No of Tanks Total Ullage
Regular Gasoline 200,000 25 30 110,040 2 220,080
Premium Gasoline 40,000 15 18 23,730 2 47,460
Diesel 60,000 15 24 31,710 2 63,420
Fuel Oil 300,000 30 30 158,760 2 317,520
Bio-Heat (Note 3)
Propane (Future)90,000 12 49 30,000 3 90,000
Notes 1. Volumes recorded in US Gallons, dimensions are in feet
2. Required ullage volumes provided by Town of Nantucket following the 12/17/13
3. One premium fuel tank will be converted to Bio fuel tank when bio-fuel demand is
sufficient to justify a dedicated tank. Tank configuration for gasoline and bio fuel
differs, limiting potential for repeated product swaps.
4. Propane ullage provided by municipality of Nantucket, 3- 30,000 gal horizontal
Selected Tank Dimensions
Page 3 of 6
The revised concept facility is depicted on the attached plan.
The following is a summary of criteria used to develop the concept facility.
Tank spacing follows requirements of NFPA 30 for facilities with “Protection for Exposures.”
Kerosene will continue to be stored in a tank truck and will be located on a contained parking
pad. The pad is adequately sized to accommodate four fuel delivery trucks.
No Aviation gasoline or Jet-A tanks are required.
Truck rack requirements are based on maximum fuel through-put from the original demand data
provided by the Town of Nantucket. The number of truck positions considers the frequency of
loading and unloading for both bulk truck receipt and delivery truck loading.
Truck rack design assumes operations will be limited to an 8 hour day, 5 days per week.
Design Criteria Summary:
Future Bio-heat tanks will be a converted premium gasoline tank.
The facility will accommodate three future 30,000 gallon underground propane tanks
Kerosene will continue to be stored in a delivery truck
For the purpose of evaluating truck rack needs the following was assumed:
x #2 fuel oil delivered in 2800 gal tankers modeled using an ASHTO SU design vehicle.
x Bulk fuel delivery to retailers is assumed to be delivered in 5,000 gallon tankers.
Receipt
Trucks Issue Truck
10,000 gal 2800/5000 gal
Regular Gasoline 676071 July 68 136
Premium Gasoline 75119 July 8 16
Diesel 121000 October 13 25
Fuel Oil 33187 October 34 119
Bio-Heat
Notes 1. Volumes recorded in US Gallons
2018 Max
Monthly
Demand
Max Demand
Month
Page 3 of 6
x Fuel receipt at the facility is assumed to be by 10,000 gallon tankers.
x Fuel receipt at the facility is assumed to require 60 minutes for offloading the product
including hose connection/disconnection and product transfer documentation.
x Fuel loading for local delivery is assumed to require 40 minutes per truck including hose
connection/disconnection and product transfer documentation.
Each truck rack will be configured for both receipt and issue of each product type.
Separate fuel piping will be used for distillate and residual product.
Containment areas will drain to an engineered oil water separator (Outfall location has not been
identified).
Containment dikes may be concrete, soil-bentonite, geosynthetic liner , or hybrid system. The
cost estimate assumes an earthen dike covered with geosynthetic.
Tank containment has been sized for the largest tank in each dike area plus 10%, or reasonable
storm volume.
Dike walls are sloped for ease of egress in emergencies.
Entire facility will be fenced.
Sufficient room between containment dike and fence is provided for emergency vehicle access.
Tanks spaced per NFPA 30 and no more than two tanks in any adjacent row.
Tank dimensions kept close to 1:1 ratio of Dia:Height for stability.
Tank height kept to a minimum due to proximity to airport.
With the exception of bio-fuel there are two tanks per product to provide flexibility in managing
the tank assets and product stored.
Engineer’s Opinion of Probable Cost
The project cost estimate is based on cost data obtained from the R S Means cost estimating
guides and historical project information. A local area factor of 35% was applied to any items
imported to the island, with the exception of concrete. An area factor of 15% was applied to
concrete. The reduced area factor applied to concrete accounts for the availability of locally
batched concrete on the island.
The engineering estimate does not carry any costs for the future facilities (bio-fuel or propane),
nor costs associated with the disposition of the existing fuel facility.
No contingency, engineering or construction management fees have been applied to the estimate.
Costs associated with the facility design, construction management, or municipal costs for
administration of the various contracts have not been included.
The facility layout and cost projection relies on assumptions on how the facility will be designed,
operated and what fuel services will be provided. The final cost of the facility could vary
significantly from the costs presented.
Page 4 of 6
The engineer’s opinion of probable cost for the new fuel facility is $5.6 million.
Nantucket Transhipment Factors
35.00%
15.00%
Nantucket Extended
QTY Units Unit Price Transhipment Total
Liquid Fuel Tanks
Excavation 500 CY $6.38 $0.00 $3,190.00
Fill 300 $50.97 $17.84 $15,291.00
foundation pad 200 CY $286.00 $42.90 $57,200.00
Tanks 83500 Bbl $38.50 $13.48 $3,214,750.00
Coatings 15200 SF $32.00 $11.20 $486,400.00
Floating pans 4 EA $23,000.00 $8,050.00 $92,000.00
Misc controls 8 LT $12,000.00 $4,200.00 $96,000.00
Fuel System
Piping 2650 LF $200.00 $70.00 $530,000.00
Pumps 5 EA $30,000.00 $10,500.00 $150,000.00
Control system 1 LT $15,000.00 $5,250.00 $15,000.00
Pipe supports 70 EA $2,400.00 $840.00 $168,000.00
Coatings 4200 SF $28.00 $9.80 $117,600.00
Tank Containment
Earth berms 512 lf $28.54 $0.00 $14,700.00
Liner 24200 SF $6.25 $2.19 $151,300.00
Oil Water Separator 1 EA $35,000.00 $12,250.00 $35,000.00
Drain Piping 500 ft $41.00 $14.35 $20,500.00
Truck load/offload
Concrete 200 CY $286.00 $42.90 $57,200.00
Excavation 300 CY $6.38 $0.00 $1,914.00
Fill 200 CY $50.97 $17.84 $10,194.00
Truck Parking
Concrete 66 CY $286.00 $42.90 $18,900.00
Excavation 160 CY $6.38 $0.00 $1,100.00
Fill 94 CY $50.97 $17.84 $4,800.00
Pavement
Excavation 2000 CY $6.38 $0.00 $12,760.00
Fill 1000 CY $50.97 $0.00 $50,970.00
bituminous concrete 1700 tn $82.40 $28.84 $140,080.00
Fencing
Fence 1850 LF $26.84 $9.39 $49,654.00
Gates 2 EA $884.50 $309.58 $1,769.00
Waterline
Piping 600 LF $53.00 $18.55 $31,800.00
Excavation 450 CY $6.38 $0.00 $2,871.00
Fill 425 CY $4.38 $0.00 $1,861.50
Site electrical 1 LT $18,000.00 $6,300.00 $18,000.00
$5,570,804.50
General materials
Concrete
Subtotal
Nantucket Fuel Facility
10-Jan-14
Projection of Cost
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-1 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendix B:
Traffic Data
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-2 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
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Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-3 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendix B-1:
Traffic Volume Count Data
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-4 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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Page 1
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Class
Site Code: 12472
Date Start: 29-Aug-13
SB
Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl
Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total
08/29/1
327611010000000090
01:0015210030000000066
02:000233000000000026
03:0008100000000009
04:0004001000000005
05:001165000001000023
06:0024328001010000075
07:00 1 103 42 2 14 0 0 0 0 0 0 0 0 162
08:00 1 124 62 0 22 0 0 2 6 0 0 0 0 217
09:00 0 199 47 0 12 0 0 1 0 0 0 0 0 259
10:00 1 236 82 0 15 0 0 3 0 0 0 0 0 337
11:00 5 247 76 1 15 0 0 3 2 0 0 0 0 349
12 PM 6 249 70 0 11 0 0 1 0 0 0 0 0 337
13:00 4 286 70 0 17 0 0 1 3 0 0 0 0 381
14:00 1 277 64 0 15 0 0 2 0 0 0 0 0 359
15:00 5 305 60 1 15 0 0 1 2 0 0 0 0 389
16:00 4 339 68 0 16 0 0 2 1 0 0 0 0 430
17:00 4 302 68 0 16 0 0 5 0 0 0 0 0 395
18:00 5 221 41 0 12 1 0 0 1 0 0 0 0 281
19:00 3 212 54 0 7 0 0 0 1 0 0 0 0 277
20:00 3 202 44 0 8 0 0 0 0 0 0 0 0 257
21:00 1 169 33 0 8 0 0 0 0 0 0 0 0 211
22:00 1 203 30 0 8 0 0 0 0 0 0 0 0 242
23:00 2 118 16 0 6 0 0 0 0 0 0 0 0 142
Total 53 4014 985 4 222 2 0 22 17 0 0 0 0 5319
Percent 1.0% 75.5% 18.5% 0.1% 4.2% 0.0% 0.0% 0.4% 0.3% 0.0% 0.0% 0.0% 0.0%
AM
Peak 11:00 11:00 10:00 07:00 08:00 06:00 10:00 08:00 11:00
Vol.5247822221 36 349
PM
Peak 12:00 16:00 12:00 15:00 13:00 18:00 17:00 13:00 16:00
Vol.6339701171 53 430
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 2
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Class
Site Code: 12472
Date Start: 29-Aug-13
SB
Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl
Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total
08/30/1
307918000000000097
01:0017912010000000093
02:000191000000000020
03:0000100000000001
04:0003300000000006
05:001114000010000017
06:0004123030011000069
07:00 2 103 49 1 13 1 0 1 1 0 0 0 0 171
08:00 0 146 61 0 14 0 0 5 6 0 0 0 0 232
09:00 1 251 87 0 19 0 0 1 0 0 0 0 0 359
10:00 3 278 67 1 11 0 0 2 1 0 0 0 0 363
11:00 5 255 76 1 14 1 0 2 2 0 0 0 0 356
12 PM 7 260 76 1 19 0 0 4 0 0 1 0 0 368
13:00 3 296 64 2 18 0 0 2 3 0 0 0 0 388
14:00 7 277 74 0 16 0 0 2 0 0 0 0 0 376
15:00 6 319 70 1 13 1 0 2 0 0 0 0 0 412
16:00 3 348 70 0 16 0 0 1 1 1 0 0 0 440
17:00 5 260 64 1 14 0 0 4 0 0 0 0 0 348
18:00 2 236 56 0 13 0 0 1 0 0 0 0 0 308
19:00 3 252 63 0 11 0 0 0 3 0 0 0 0 332
20:00 3 262 41 0 7 0 0 1 0 0 0 0 0 314
21:00 4 207 45 1 8 0 0 0 0 0 0 0 0 265
22:00 1 244 44 0 8 0 0 1 0 0 0 0 0 298
23:00 5 183 35 0 7 0 0 0 0 0 0 0 0 230
Total 62 4409 1104 9 225 3 0 31 18 1 1 0 0 5863
Percent 1.1% 75.2% 18.8% 0.2% 3.8% 0.1% 0.0% 0.5% 0.3% 0.0% 0.0% 0.0% 0.0%
AM
Peak 11:00 10:00 09:00 07:00 09:00 07:00 08:00 08:00 10:00
Vol.5278871191 56 363
PM
Peak 12:00 16:00 12:00 13:00 12:00 15:00 12:00 13:00 16:00 12:00 16:00
Vol. 7 348 76 2 19 1 4 3 1 1 440
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 3
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Class
Site Code: 12472
Date Start: 29-Aug-13
SB
Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl
Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total
08/31/1
30115220200000000139
01:00 0 130 21 0 3 0 0 0 0 0 0 0 0 154
02:0005614010000000071
03:0005400000000009
04:0003201000000006
05:000103000001000014
06:0004318020000000063
07:00 2 106 37 0 13 0 0 0 1 0 0 0 0 159
08:00 1 136 55 0 15 1 0 0 2 0 0 0 0 210
09:00 1 194 58 0 11 0 0 3 1 0 0 0 0 268
10:00 2 281 56 2 15 0 0 1 0 0 0 0 0 357
11:00 7 293 54 0 13 0 0 3 0 0 0 0 0 370
12 PM 3 298 73 0 18 0 0 2 0 0 0 0 0 394
13:00 6 297 62 1 14 0 0 1 0 0 0 0 0 381
14:00 5 252 55 0 13 0 0 0 0 1 0 0 0 326
15:00102936301600000000382
16:00122655401400200000347
17:00 7 295 44 1 16 0 0 2 0 0 0 0 0 365
18:00 3 253 36 0 10 0 0 1 0 0 0 0 0 303
19:00 9 240 45 0 6 0 0 3 0 0 0 0 0 303
20:00 4 208 50 0 10 0 0 0 0 0 0 0 0 272
21:00 2 185 29 0 9 0 0 0 0 0 0 0 0 225
22:00 7 224 42 0 9 0 0 1 0 0 0 0 0 283
23:00 1 211 43 0 9 0 0 0 0 0 0 0 0 264
Total 82 4393 940 4 220 1 0 19 5 1 0 0 0 5665
Percent 1.4% 77.5% 16.6% 0.1% 3.9% 0.0% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0%
AM
Peak 11:00 11:00 09:00 10:00 08:00 08:00 09:00 08:00 11:00
Vol.7293582151 32 370
PM
Peak 16:00 12:00 12:00 13:00 12:00 19:00 14:00 12:00
Vol. 12 298 73 1 18 3 1 394
Total 12816 3029 17 667 6 0 72 40 2 1 0 0 16847
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 4
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Class
Site Code: 12472
Date Start: 29-Aug-13
NB
Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl
Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total
08/29/1
30221010000000024
01:000210000000000021
02:0009000000000009
03:0001300000000004
04:0003600000000009
05:0003316030031000056
06:00065310500110000103
07:00 4 110 76 0 18 2 0 0 0 0 0 0 0 210
08:00 1 158 65 0 15 2 0 3 1 0 0 0 0 245
09:00 1 227 70 0 15 2 0 1 0 0 0 1 0 317
10:00 8 218 49 1 18 0 0 1 1 0 0 0 0 296
11:00 5 177 59 0 18 0 0 0 1 0 0 0 0 260
12 PM 4 187 52 1 19 2 0 1 4 0 0 0 0 270
13:00 4 206 43 0 16 0 0 0 1 0 1 0 0 271
14:00 4 238 39 0 14 0 0 1 0 0 0 0 0 296
15:00 2 194 35 0 13 0 0 1 1 0 0 0 0 246
16:00 2 201 51 0 11 0 0 3 0 0 0 0 0 268
17:00 2 191 34 1 17 0 0 0 0 0 0 0 0 245
18:00 0 192 24 0 9 0 0 1 0 0 0 0 0 226
19:00 0 162 35 1 7 0 0 0 0 0 0 0 0 205
20:00 0 132 27 0 8 0 0 0 1 0 0 0 0 168
21:00086210900000000116
22:000554070000000066
23:000369030000000048
Total 37 2924 750 4 226 8 0 16 12 0 1 1 0 3979
Percent 0.9% 73.5% 18.8% 0.1% 5.7% 0.2% 0.0% 0.4% 0.3% 0.0% 0.0% 0.0% 0.0%
AM
Peak 10:00 09:00 07:00 10:00 07:00 07:00 05:00 05:00 09:00 09:00
Vol. 8 227 76 1 18 2 3 1 1 317
PM
Peak 12:00 14:00 12:00 12:00 12:00 12:00 16:00 12:00 13:00 14:00
Vol. 4 238 52 1 19 2 3 4 1 296
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 5
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Class
Site Code: 12472
Date Start: 29-Aug-13
NB
Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl
Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total
08/30/1
30270000000000027
01:000192000000000021
02:0002000000000002
03:0001200000000003
04:0007200000000009
05:0023419010000000056
06:00070290900010000109
07:00 1 107 62 0 21 0 0 3 2 0 0 0 0 196
08:00 0 168 69 0 10 0 0 1 3 0 0 0 0 251
09:00 0 215 59 0 16 0 0 4 1 0 0 0 0 295
10:00 6 234 53 0 15 1 0 3 0 0 0 0 0 312
11:00 0 218 42 1 15 1 0 3 0 0 0 0 0 280
12 PM 2 201 47 2 15 0 0 2 4 0 0 0 0 273
13:00 2 198 44 1 12 1 0 2 1 1 0 0 0 262
14:00 6 220 42 1 16 0 0 3 1 0 0 0 0 289
15:00 1 226 55 0 15 0 0 0 1 0 0 0 0 298
16:00 2 224 55 0 10 0 0 2 0 0 0 0 0 293
17:00 4 259 47 0 9 0 0 1 0 0 0 0 0 320
18:00 2 233 40 0 10 0 0 0 0 0 0 0 0 285
19:00 6 195 26 1 7 0 0 1 0 0 1 0 0 237
20:00 1 168 27 0 8 0 0 0 0 0 0 0 0 204
21:00 1 101 20 0 7 0 0 0 0 0 0 0 0 129
22:00385110800000000107
23:0007910060000000095
Total 39 3291 763 6 210 3 0 25 14 1 1 0 0 4353
Percent 0.9% 75.6% 17.5% 0.1% 4.8% 0.1% 0.0% 0.6% 0.3% 0.0% 0.0% 0.0% 0.0%
AM
Peak 10:00 10:00 08:00 11:00 07:00 10:00 09:00 08:00 10:00
Vol.6234691211 43 312
PM
Peak 14:00 17:00 15:00 12:00 14:00 13:00 14:00 12:00 13:00 19:00 17:00
Vol. 6 259 55 2 16 1 3 4 1 1 320
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 6
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Class
Site Code: 12472
Date Start: 29-Aug-13
NB
Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl
Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total
08/31/1
30355020000000042
01:000331000000000034
02:0008100000000009
03:0002101000000004
04:0003300000000006
05:0004515030010000064
06:00076230400000000103
07:00 1 138 40 0 13 1 0 0 2 0 0 0 0 195
08:00 2 150 44 1 12 0 0 0 2 0 0 0 0 211
09:00 0 262 49 0 13 0 0 1 0 0 0 0 0 325
10:00 3 239 47 1 11 1 0 1 0 0 0 0 0 303
11:00 3 239 42 1 11 0 0 3 0 0 0 0 0 299
12 PM 4 213 46 0 19 0 0 1 0 0 0 0 0 283
13:00 2 183 43 0 12 0 0 1 0 0 0 0 0 241
14:00 7 199 45 0 11 0 0 2 0 0 0 0 0 264
15:00 8 202 34 0 13 0 0 1 0 0 0 0 0 258
16:00 5 211 32 1 13 0 0 0 0 0 0 0 0 262
17:00 2 192 28 0 9 0 0 0 0 0 0 0 0 231
18:00 5 198 19 0 9 0 0 1 0 0 0 0 0 232
19:00 2 172 17 0 6 0 0 1 0 0 0 0 0 198
20:00 2 148 30 0 7 0 0 0 0 0 0 0 0 187
21:00 2 113 19 0 9 0 0 0 0 0 0 0 0 143
22:00190110700000000109
23:00280130500000000100
Total 51 3231 608 4 190 2 0 13 4 0 0 0 0 4103
Percent 1.2% 78.7% 14.8% 0.1% 4.6% 0.0% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0%
AM
Peak 10:00 09:00 09:00 08:00 07:00 07:00 11:00 07:00 09:00
Vol.3262491131 32 325
PM
Peak 15:00 12:00 12:00 16:00 12:00 14:00 12:00
Vol.821346119 2 283
Total 9446 2121 14 626 13 0 54 30 1 2 1 0 12435
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 1
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Speed
Site Code: 12472
Date Start: 29-Aug-13
SB
Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave
Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed
08/29/
13 0 9 27 39 9 41001 000903025
01:00 0 3172620 00000000663126
02:0010514501000000263026
03:00001440000000093229
04:00001220000000053228
05:00 0 2 10 9 2 0 0 0 0 0 0 0 0 23 28 2406:00 1 9 32 27 5 1 0 0 0 0 0 0 0 75 28 23
07:00 3 25 82 44 7100000001622622
08:00 6 52 125 30 4 0 0 0 0 0 0 0 0 217 24 20
09:00 22 61 139 33 4 0 0 0 0 0 0 0 0 259 24 19
10:00 25 101 176 323000000003372319
11:00 33 138 15126100000000349 22 17
12 PM 42 107 150 35 3 0 0 0 0 0 0 0 0 337 23 18
13:00 33 153 161 33 0 1 0 0 0 0 0 0 0 381 22 18
14:00 21 83 212 412000000003592419
15:00 45 130 164 45 5 0 0 0 0 0 0 0 0 389 23 18
16:00 35 148 195 49 3 0 0 0 0 0 0 0 0 430 23 18
17:00 33 118 194 44 6 0 0 0 0 0 0 0 0 395 23 18
18:00 9 65 150 50 7 0 0 0 0 0 0 0 0 281 25 20
19:00 11 67 154 43 2 0 0 0 0 0 0 0 0 277 24 2020:00 5 57 150 43 2 0 0 0 0 0 0 0 0 257 24 20
21:00 3 26 123 53 3 210000002112622
22:00 2 34 138 60 6200000002422622
23:00 018475520 200000001422924
%6.2%26.4%49.0%15.7%2.4%0.2%0.1%0.0%0.0%0.0%0.0%0.0%0.0%
AM
Peak 11:00 11:00 10:00 07:00 01:00 00:00 00:00 00:00 11:00
Vol. 33 138 176 44 20 4 1 1 349
PM
Peak 15:00 13:00 14:00 22:00 23:00 21:00 21:00 16:00
Vol.45 153 212 60 20 2 1 430
Total 330 1406 2604 837 125 13 3 0 0 1 0 0 0 5319 622
Pecen
t 15th Percentile : 12 MPH
50th Percentile : 19 MPH
85th Percentile : 24 MPH
95th Percentile : 28 MPH
Stats 10 MPH Pace Speed : 16-25 MPH
Number in Pace : 3236
Percent in Pace : 60.8%
Number of Vehicles > 25 MPH : 699
Percent of Vehicles > 25 MPH : 13.1%
Mean Speed(Average) : 19 MPH
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 2
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Speed
Site Code: 12472
Date Start: 29-Aug-13
SB
Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave
Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed
08/30/
13 0 1 17 55 21 30000000973127
01:00 0 4 18 47 17 51100000933127
02:000177401000000203126
03:00000001000000013837
04:00101121000000063424
05:00 0 2 10 5 0 0 0 0 0 0 0 0 0 17 26 2206:00 0 2 34 22 11 0 0 0 0 0 0 0 0 69 29 25
07:00 4 36 81 40 10 0 0 0 0 0 0 0 0 171 26 21
08:00 2 58 124 43 4 1 0 0 0 0 0 0 0 232 25 21
09:00 6 99 197 543000000003592420
10:00 48 106 170 38 1 0 0 0 0 0 0 0 0 363 23 18
11:00 36 122 156 41 1 0 0 0 0 0 0 0 0 356 23 18
12 PM 24 141 167 33 3 0 0 0 0 0 0 0 0 368 23 18
13:00 32 121 193 37 5 0 0 0 0 0 0 0 0 388 23 18
14:00 23 121 184 44 4 0 0 0 0 0 0 0 0 376 23 19
15:00 33 136 194 46 3 0 0 0 0 0 0 0 0 412 23 18
16:00 41 196 17924000000000440 22 17
17:00 37 104 155 51 1 0 0 0 0 0 0 0 0 348 24 18
18:00 19 71 158 58 2 0 0 0 0 0 0 0 0 308 24 20
19:00 11 112 164 43 2 0 0 0 0 0 0 0 0 332 24 19
20:00 15 94 158 39 6 2 0 0 0 0 0 0 0 314 24 19
21:00 8 76 137 40 2 1 0 1 0 0 0 0 0 265 24 20
22:00 12 50 150 79 7 0 0 0 0 0 0 0 0 298 26 21
23:00 5 19 110 85 11 0 0 0 0 0 0 0 0 230 27 23
%6.1%28.5%47.1%15.9%2.0%0.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%
AM
Peak 10:00 11:00 09:00 00:00 00:00 01:00 01:00 01:00 10:00
Vol. 48 122 197 55 21 5 1 1 363
PM
Peak 16:00 16:00 15:00 23:00 23:00 20:00 21:00 16:00
Vol.41 196 194 85 11 2 1 440
Total 357 1672 2764 932 120 14 2 2 0 0 0 0 0 5863 628
Pecen
t 15th Percentile : 12 MPH
50th Percentile : 19 MPH
85th Percentile : 24 MPH
95th Percentile : 28 MPH
Stats 10 MPH Pace Speed : 16-25 MPH
Number in Pace : 3534
Percent in Pace : 60.3%
Number of Vehicles > 25 MPH : 747
Percent of Vehicles > 25 MPH : 12.7%
Mean Speed(Average) : 19 MPH
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 3
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Speed
Site Code: 12472
Date Start: 29-Aug-13
SB
Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave
Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed
08/31/
13 1 5 34 75 21210000001393026
01:00 010466230320 1 0 0 0 01543126
02:00 0 4 19 38 7 1 1 1 00000712926
03:00012600000000092824
04:00002400000000062825
05:000086000000000142724
06:00 0 3 31 27 2 0 0 0 0 0 0 0 0 63 27 24
07:00 2 16 89 47 5 0 0 0 0 0 0 0 0 159 26 22
08:00 4 54 106 42 4 0 0 0 0 0 0 0 0 210 25 20
09:00 12 79 136 38 3 0 0 0 0 0 0 0 0 268 24 19
10:00 28 123 158 453000000003572318
11:00 39 115 150 60 6 0 0 0 0 0 0 0 0 370 24 18
12 PM 24 145 191 28600000000394 23 18
13:00 25 144 183 26 3 0 0 0 0 0 0 0 0 381 23 18
14:00 24 109 151 36 5 1 0 0 0 0 0 0 0 326 23 18
15:00 26 122 186 42 6 0 0 0 0 0 0 0 0 382 23 19
16:00 22 109 154 58 4 0 0 0 0 0 0 0 0 347 24 19
17:00 28 108 183 41 5 0 0 0 0 0 0 0 0 365 23 19
18:00 8 76 179 36 4 0 0 0 0 0 0 0 0 303 24 20
19:00 11 91 152 46 3 0 0 0 0 0 0 0 0 303 24 19
20:00 10 78 139 39 4 1 1 0000002722420
21:00 8 45 127 40 4 1 0 0 0 0 0 0 0 225 25 20
22:00 5 73 146 47 12 000000002832520
23:00 9 32 128 84 8 3 00000002642722
%5.0%27.2%47.7%17.2%2.6%0.2%0.1%0.0%0.0%0.0%0.0%0.0%0.0%
AM
Peak 11:00 10:00 10:00 00:00 01:00 01:00 01:00 02:00 01:00 11:00
Vol. 39 123 158 75 30 3 2 1 1 370
PM
Peak 17:00 12:00 12:00 23:00 22:00 23:00 20:00 12:00
Vol.28 145 191 84 12 3 1 394
Total 286 1542 2700 973 145 12 5 1 1 0 0 0 0 5665 610
Pecen
t 15th Percentile : 12 MPH
50th Percentile : 19 MPH
85th Percentile : 25 MPH
95th Percentile : 28 MPH
Stats 10 MPH Pace Speed : 16-25 MPH
Number in Pace : 3444
Percent in Pace : 60.8%
Number of Vehicles > 25 MPH : 803
Percent of Vehicles > 25 MPH : 14.2%
Mean Speed(Average) : 20 MPH
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 4
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Speed
Site Code: 12472
Date Start: 29-Aug-13
NB
Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave
Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed
08/29/
13 0 0 9 10 410000000243026
01:0011513100000000212824
02:00002700000000092826
03:00010210000000043024
04:00023220000000093023
05:00 0 8 35 13 0 0 0 0 0 0 0 0 0 56 25 22
06:00 0155429 4 0 0 1 000001032723
07:00 6 42 116 43 3000000002102521
08:00 6 75 130 31 3 0 0 0 0 0 0 0 0 245 24 20
09:00 16 101 166 32200000000317 23 19
10:00 23 106 155 11 1 0 0 0 0 0 0 0 0 296 22 18
11:00 23 97 125 15 0 0 0 0 0 0 0 0 0 260 22 18
12 PM 27 131 98 14 0 0 0 0 0 0 0 0 0 270 22 17
13:00 19 88 135 29 0 0 0 0 0 0 0 0 0 271 23 18
14:00 21 91 158 25100000000296 23 18
15:00 30 82 112 21 1 0 0 0 0 0 0 0 0 246 23 17
16:00 26 76 141 25 0 0 0 0 0 0 0 0 0 268 23 18
17:00 10 77 135 23 0 0 0 0 0 0 0 0 0 245 23 19
18:00 19 69 118 20 0 0 0 0 0 0 0 0 0 226 23 18
19:00 4 49 130 20 2 0 0 0 0 0 0 0 0 205 24 2020:00 3 39 103 21 2 0 0 0 0 0 0 0 0 168 24 20
21:00 0 15 71 27 3 0 0 0 0 0 0 0 0 116 26 22
22:00 1103317 5 00000000662722
23:00 1 21920 5 0 1 0 0 0 0 0 0 48 29 25
%5.9%29.6%51.6%11.8%1.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%
AM
Peak 10:00 10:00 09:00 07:00 00:00 00:00 06:00 09:00
Vol. 23 106 166 43 4 1 1 317 PM
Peak 15:00 12:00 14:00 13:00 22:00 23:00 14:00
Vol.30 131 158 29 5 1 296
Total 236 1177 2053 470 40 1 1 1 0 0 0 0 0 3979 604
Pecen
t 15th Percentile : 12 MPH
50th Percentile : 19 MPH
85th Percentile : 23 MPH
95th Percentile : 26 MPH
Stats 10 MPH Pace Speed : 16-25 MPHNumber in Pace : 2528
Percent in Pace : 63.5%
Number of Vehicles > 25 MPH : 369
Percent of Vehicles > 25 MPH : 9.3%
Mean Speed(Average) : 19 MPH
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 5
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Speed
Site Code: 12472
Date Start: 29-Aug-13
NB
Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave
Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed
08/30/
130091422 0000000273026
01:00 0 0 9 9 3 00000000212926
02:00000110000000023229
03:00000210000000033129
04:00014310000000092824
05:00 0 9 36 10 1 0 0 0 0 0 0 0 0 56 25 2206:00 2 18 56 30 2 1 0 0 0 0 0 0 0 109 26 22
07:00 6 61 107 21 1 0 0 0 0 0 0 0 0 196 23 19
08:00 16 58 150 26 1 0 0 0 0 0 0 0 0 251 23 19
09:00 21 79 155 39 1 0 0 0 0 0 0 0 0 295 24 19
10:00 26 109 14630100000000312 23 18
11:00 28 96 138 16 2 0 0 0 0 0 0 0 0 280 22 18
12 PM 24 88 133 27 1 0 0 0 0 0 0 0 0 273 23 18
13:00 21 90 136 15 0 0 0 0 0 0 0 0 0 262 22 18
14:00 51 83 140 14 0 1 00000002892217
15:00 24 121 127 25 1 0 0 0 0 0 0 0 0 298 22 18
16:00 28 106 139 19 1 0 0 0 0 0 0 0 0 293 22 18
17:00 28 96 163 32100000000320 23 18
18:00 13 71 162 38 1000000002852420
19:00 4 49 149 31 4 0 0 0 0 0 0 0 0 237 24 2120:00 12 38 115 37 2 0 0 0 0 0 0 0 0 204 25 20
21:00 5 27 78 19 0 0 0 0 0 0 0 0 0 129 24 20
22:00 3 20 52 26 6 0 0 0 0 0 0 0 0 107 26 21
23:00 1 64635 7 00000000952824
%7.2%28.2%51.7%11.9%0.9%0.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%
AM
Peak 11:00 10:00 09:00 09:00 01:00 00:00 10:00
Vol. 28 109 155 39 3 2 312
PM
Peak 14:00 15:00 17:00 18:00 23:00 14:00 17:00
Vol.51 121 163 38 7 1 320
Total 313 1226 2250 519 41 4 0 0 0 0 0 0 0 4353 601
Pecen
t 15th Percentile : 11 MPH
50th Percentile : 19 MPH
85th Percentile : 23 MPH
95th Percentile : 26 MPH
Stats 10 MPH Pace Speed : 16-25 MPH
Number in Pace : 2726
Percent in Pace : 62.6%
Number of Vehicles > 25 MPH : 404
Percent of Vehicles > 25 MPH : 9.3%
Mean Speed(Average) : 19 MPH
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 6
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Speed
Site Code: 12472
Date Start: 29-Aug-13
NB
Start 1 15 20 25 30 35 40 45 50 55 60 65 70 Total 85th Ave
Time 14 19 24 29 34 39 44 49 54 59 64 69 9999 % ile Speed
08/31/
13 0 2 16 20 3 0 1 000000422825
01:00 0 0 10 21 3 0 0 0 0 0 0 0 0 34 29 26
02:00012600000000092824
03:00002200000000042724
04:00022200000000062621
05:00 1 16 36 9 0 2 0 0 0 0 0 0 064242106:00 0 5 51 42 4 1 0 0 0 0 0 0 0 103 27 24
07:00 8 39 96 47 5 000000001952621
08:00 13 78 92 25 3 0 0 0 0 0 0 0 0 211 23 18
09:00 17 106 176 26000000000325 23 19
10:00 38 95 145 25 0 0 0 0 0 0 0 0 0 303 23 17
11:00 21 99 146 33 0 0 0 0 0 0 0 0 0 299 23 18
12 PM 22 98 14319100000000283 23 18
13:00 26 85 109 19 2 0 0 0 0 0 0 0 0 241 23 18
14:00 32 94 124 12 2 0 0 0 0 0 0 0 0 264 22 17
15:00 18 80 138 20 2 0 0 0 0 0 0 0 0 258 23 18
16:00 27 88 128 18 1 0 0 0 0 0 0 0 0 262 23 18
17:00 18 59 128 24 2 0 0 0 0 0 0 0 0 231 23 19
18:00 2 54 147 290000000002322420
19:00 5 60 111 20 2 0 0 0 0 0 0 0 0 198 23 19
20:00 7 46 107 26 0 0 1 0 0 0 0 0 0 187 24 20
21:00 3 29 89 20 2 0 0 0 0 0 0 0 0 143 24 20
22:00 0 17 66 24 2 0 0 0 0 0 0 0 0 109 25 22
23:00 3 7 55 33 1 1 00000001002622
%6.4%28.3%51.6%12.7%0.9%0.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%
AM
Peak 10:00 09:00 09:00 07:00 07:00 05:00 00:00 09:00
Vol. 38 106 176 47 5 2 1 325 PM
Peak 14:00 12:00 18:00 23:00 13:00 23:00 20:00 12:00
Vol.32 98 147 33 2 1 1 283
Total 261 1160 2119 522 35 4 2 0 0 0 0 0 0 4103 590
Pecen
t 15th Percentile : 11 MPH
50th Percentile : 19 MPH
85th Percentile : 24 MPH
95th Percentile : 27 MPH
Stats 10 MPH Pace Speed : 16-25 MPHNumber in Pace : 2588
Percent in Pace : 63.1%
Number of Vehicles > 25 MPH : 398
Percent of Vehicles > 25 MPH : 9.7%
Mean Speed(Average) : 19 MPH
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 1
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Volume
Site Code: 12472
Date Start: 29-Aug-13
Start SB NB Combin
ed
29-Aug-
13
Time A.M.P.M.A.M.P.M.A.M.P.M.Thu
12:00 30 93 6 57 36 150
12:15 23 80 7 54 30 134
12:30 17 76 7 79 24 155
12:45209088337 42480 270 24 114 168 607
01:00 14 83 8 74 22 157
01:15 23 99 4 64 27 163
01:30 16 99 4 64 20 163
01:45 13 66 100 381 5 21 69 271 18 87 169 652
02:00 11 96 4 64 15 160
02:15691 47710168
02:30 8 79 1 63 9 142
02:45 1 26 93 359 0 9 92 296 1 35 185 655
03:00 4 97 0 62 4 159
03:15 1 107 3 71 4 178
03:30 1 99 1 52 2 151
03:45 3 9 86 389 0 4 61 246 3 13 147 635
04:00 2 100 1 84 3 184
04:15 0 103 1 69 1 172
04:30 1 134 461 5195
04:45 2 5 93 430 3 9 54 268 5 14 147 698
05:00 2 114 10 52 12 166
05:15 4 104 86112165
05:30 5 90 16 64 21 154
05:45 12 23 87 395 22 56 68 245 34 79 155 640
06:001398285241150
06:152269115733126
06:301066275037116
06:45 30 75 48 281 37 103 67 226 67 178 115 507
07:002156445565111
07:1540966546105142
07:303555575192106
07:45 66 162 70 277 44 210 53 205 110 372 123 482
08:0056614967105128
08:1557765242109118
08:30 44 66 65 39 109 105
08:45 60 217 54 257 79 245 20 168 139 462 74 425
09:005653803413687
09:15 66 51 72 24 138 75
09:30 73 58 91 35 164 93
09:45 64 259 49 211 74 317 23 116 138 576 72 327
10:00 87 81 97 16 184 97
10:157864581613680
10:308848601714865
10:45 84 337 49 242 81 296 17 66 165 633 66 308
11:00 87 40 71 16 158 56
11:15 83 39 67 14 150 53
11:30 90 32 71 4 161 36
11:45 89 349 31 142 51 260 14 48 140 609 45 190
Total 1618 3701 1554 2425 3172 6126
Percent51.0% 60.4% 49.0% 39.6%
Day Total 5319 3979 9298
Peak 11:00 - 04:30 - 09:15 - 00:30 - 10:45 - 03:45 - - -
Vol. 349 - 445 - 334 - 297 - 634 - 698 - - -
P.H.F. 0.969 0.830 0.861 0.928 0.961 0.895
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 2
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Volume
Site Code: 12472
Date Start: 29-Aug-13
Start SB NB Combin
ed
30-Aug-
13
Time A.M.P.M.A.M.P.M.A.M.P.M.Fri
12:003285117743162
12:15 25 89 6 59 31 148
12:30 19 110 5 69 24 179
12:45 21 97 84 368 5 27 68 273 26 124 152 641
01:00 21 109 7 69 28 178
01:15 34 102 7 64 41 166
01:30 22 93 5 62 27 155
01:45 16 93 84 388 2 21 67 262 18 114 151 650
02:00 10 93 1 80 11 173
02:15 4 88 1 56 5 144
02:30 4 89 0 66 4 155
02:45 2 20 106 376 0 2 87 289 2 22 193 665
03:00 1 98 0 76 1 174
03:15 0 104 2 69 2 173
03:30 0 107 1 73 1 180
03:45 0 1 103 412 0 3 80 298 0 4 183 710
04:00 0 118 164 1182
04:15 0 118 365 3183
04:30 3 117 570 8187
04:4536874400994 293 3 15 181 733
05:00 0 109 8 84 8 193
05:15 8 70 13 85 21 155
05:30 4 75 17 90 21 165
05:45 5 17 94 348 18 56 61 320 23 73 155 668
06:001098227232170
06:151568206235130
06:302274316653140
06:45 22 69 68 308 36 109 85 285 58 178 153 593
07:002482407764159
07:153683456281145
07:30 48 91 53 45 101 136
07:45 63 171 76 332 58 196 53 237 121 367 129 569
08:00 51 71 55 59 106 130
08:15 62 84 51 54 113 138
08:30 58 89 66 42 124 131
08:45 61 232 70 314 79 251 49 204 140 483 119 518
09:00 88 65 85 33 173 98
09:1597777231169108
09:30 88 57 68 32 156 89
09:45 86 359 66 265 70 295 33 129 156 654 99 394
10:00 90 96 101 29 191 125
10:15 92 71 60 25 152 96
10:30 100 68 75 25 175 93
10:45 81 363 63 298 76 312 28 107 157 675 91 405
11:00 94 61 70 26 164 87
11:15 68 67 68 33 136 100
11:30 93 51 77 19 170 70
11:45 101 356 51 230 65 280 17 95 166 636 68 325
Total 1784 4079 1561 2792 3345 6871
Percent53.3% 59.4% 46.7% 40.6%
Day Total 5863 4353 10216
Peak 09:45 - 03:45 - 10:00 - 04:45 - 10:00 - 04:15 - - -
Vol. 368 - 456 - 312 - 353 - 675 - 744 - - -
P.H.F. 0.920 0.966 0.772 0.939 0.884 0.964
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Page 3
Washington Street
north of LaFayette Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey 133491 A Volume
Site Code: 12472
Date Start: 29-Aug-13
Start SB NB Combin
ed
31-Aug-
13
Time A.M.P.M.A.M.P.M.A.M.P.M.Sat
12:00 39 85 9 67 48 152
12:15 44 105 11 80 55 185
12:30 24 107 14 68 38 175
12:45 32 139 97 394 8 42 68 283 40 181 165 677
01:00 32 93 96941162
01:15 58 90 7 51 65 141
01:30 32 102 13 63 45 165
01:45 32 154 96 381 5 34 58 241 37 188 154 622
02:00 31 77 3 63 34 140
02:15 19 96 2 45 21 141
02:30 13 83 4 62 17 145
02:45 8 71 70 326 0 9 94 264 8 80 164 590
03:00 5 88 1 86 6174
03:15 1 116 1 41 2 157
03:30 0 111 1 59 1 170
03:45 3 9 67 382 1 4 72 258 4 13 139 640
04:00 3 99 1 59 4 158
04:15 1 75 1 63 2 138
04:30 0 93 2 70 2 163
04:45 2 6 80 347 2 6 70 262 4 12 150 609
05:00 2 99 5 51 7 150
05:15 2 86 11 54 13 140
05:30 2 90 15 71 17 161
05:45 8 14 90 365 33 64 55 231 41 78 145 596
06:001195286339158
06:152083215241135
06:301264185330117
06:45 20 63 61 303 36 103 64 232 56 166 125 535
07:002780435370133
07:153575505085125
07:3050865452104138
07:45 47 159 62 303 48 195 43 198 95 354 105 501
08:004665445890123
08:154967434992116
08:305282354587127
08:45 63 210 58 272 89 211 35 187 152 421 93 459
09:0058658247140112
09:158063742815491
09:30 66 40 84 37 150 77
09:45 64 268 57 225 85 325 31 143 149 593 88 368
10:00 84 82 89 29 173 111
10:15 92 73 79 21 171 94
10:309871662716498
10:45 83 357 57 283 69 303 32 109 152 660 89 392
11:00 86 71 83 23 169 94
11:15 90 60 81 26 171 86
11:30 97 67 64 25 161 92
11:45 97 370 66 264 71 299 26 100 168 669 92 364
Total 1820 3845 1595 2508 3415 6353
Percent53.3% 60.5% 46.7% 39.5%
Day Total 5665 4103 9768
Peak 11:00 - 00:15 - 09:30 - 02:15 - 11:00 - 00:15 - - -
Vol. 370 - 402 - 337 - 287 - 669 - 687 - - -
P.H.F. 0.944 0.939 0.947 0.763 0.978 0.928
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 A
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn Thru Left U-Turn Right Left U-Turn Int. Total
11:00 AM 89 4 0 480571 0 181
11:15 AM 84 2 0 410 0 471 0 175
11:30 AM 91 2 0 530468 0 173
11:45 AM 81 5 0 240554 0 151
Total 345 13 0 15 25 0 18 264 0 680
12:00 PM 90 4 0 420560 0 165
12:15 PM 78 5 0 130554 0 146
12:30 PM 81 1 0 630478 0 173
12:45 PM 86 6 0 230684 0 187
Total 335 16 0 13 11 0 20 276 0 671
01:00 PM 82 10 0 512 0 371 0 183
01:15 PM 95 5 0 780864 0 187
01:30 PM 100 5 0 710 0 462 0 188
01:45 PM 102 3 0 450566 0 185
Total 379 23 0 23 35 0 20 263 0 743
Grand Total 1059 52 0 51 71 0 58 803 0 2094
Apprch %95.3 4.7 0 41.8 58.2 0 6.7 93.3 0
Total %50.6 2.5 0 2.4 3.4 0 2.8 38.3 0
Cars 977 47 0 50 63 0 53 720 0 1910
% Cars 92.3 90.4 0 98 88.7 0 91.4 89.7 0 91.2
Heavy Vehicles 82 5 0 1 8 0 5 83 0 184
% Heavy Vehicles 7.7 9.6 0 211.3 0 8.6 10.3 0 8.8
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. TotalPeak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 8940 93480 12571 0 76 181
11:15 AM 8420 86410 0 14 471 0 75 175
11:30 AM 9120 93530 8468 0 72 173
11:45 AM 8150 86240 6554 0 59 151
Total Volume 345 13 0 358 15 25 0 40 18 264 0 282 680
% App. Total 96.4 3.6 0 37.5 62.5 0 6.4 93.6 0
PHF .948 .650 .000 .962 .750 .625 .000 .714 .900 .930 .000 .928 .939
Cars 309 12 0 321 15 21 0 36 17 235 0 252 609
% Cars 89.6 92.3 0 89.7 100 84.0 0 90.0 94.4 89.0 0 89.4 89.6
Heavy Vehicles 3610 37040 4129 0 30 71
% Heavy Vehicles 10.4 7.7 0 10.3 0 16.0 0 10.0 5.6 11.0 0 10.6 10.4
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 A
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn Thru Left U-Turn Right Left U-Turn Int. Total
11:00 AM 79 4 0 460460 0 157
11:15 AM 77 1 0 490468 0 163
11:30 AM 80 2 0 520459 0 152
11:45 AM 73 5 0 240548 0 137
Total 309 12 0 15 21 0 17 235 0 609
12:00 PM 84 4 0 420552 0 151
12:15 PM 72 3 0 130449 0 132
12:30 PM 75 0 0 630367 0 154
12:45 PM 83 5 0 230676 0 175
Total 314 12 0 13 11 0 18 244 0 612
01:00 PM 77 10 0 590364 0 168
01:15 PM 88 5 0 680759 0 173
01:30 PM 93 5 0 710 0 458 0 177
01:45 PM 96 3 0 440460 0 171
Total 354 23 0 22 31 0 18 241 0 689
Grand Total 977 47 0 50 63 0 53 720 0 1910
Apprch %95.4 4.6 0 44.2 55.8 0 6.9 93.1 0
Total %51.2 2.5 0 2.6 3.3 0 2.8 37.7 0
Washington Street
From North
Washington Street
From South
Francis Street
From WestStart Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 8440 88420 6552 0 57 151
12:15 PM 7230 75130 4449 0 53 132
12:30 PM 7500 75630 9367 0 70 154
12:45 PM 8350 88230 5676 0 82 175
Total Volume 314 12 0 326 13 11 0 24 18 244 0 262 612
% App. Total 96.3 3.7 0 54.2 45.8 0 6.9 93.1 0
PHF .935 .600 .000 .926 .542 .917 .000 .667 .750 .803 .000 .799 .874
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 A
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn Thru Left U-Turn Right Left U-Turn Int. Total
11:00 AM 10 0 0 020111 0 24
11:15 AM 710010030 12
11:30 AM 11 0 0 010090 21
11:45 AM 800000060 14
Total 36 1 0 0 4 0 1 29 0 71
12:00 PM 600000080 14
12:15 PM 620000150 14
12:30 PM 610000111 0 19
12:45 PM 310000080 12
Total 21 4 0 0 0 0 2 32 0 59
01:00 PM 500030070 15
01:15 PM 700100150 14
01:30 PM 700000040 11
01:45 PM 600010160 14
Total 25 0 0 1 4 0 2 22 0 54
Grand Total 82 5 0 180583 0 184
Apprch %94.3 5.7 0 11.1 88.9 0 5.7 94.3 0
Total %44.6 2.7 0 0.5 4.3 0 2.7 45.1 0
Washington Street
From North
Washington Street
From South
Francis Street
From WestStart Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 1000 10020 2111 0 12 24
11:15 AM 710 8010 1030 3 12
11:30 AM 1100 11010 1090 9 21
11:45 AM 800 8000 0060 6 14
Total Volume 36 1 0 37 0 4 0 4 1 29 0 30 71
% App. Total 97.3 2.7 0 0 100 0 3.3 96.7 0
PHF .818 .250 .000 .841 .000 .500 .000 .500 .250 .659 .000 .625 .740
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 A
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru Peds Thru Left Peds Right Left Peds Int. Total
11:00 AM 10 1 2 100032 19
11:15 AM 15 0 3 200081 29
11:30 AM 533330074 28
11:45 AM 10 3 2 000067 28
Total 40 7 10 6 3 0 0 24 14 104
12:00 PM 12 0 3 2200311 33
12:15 PM 816400037 29
12:30 PM 11 0 5 502015 8 46
12:45 PM 14 0 0 000084 26
Total 45 1 14 11 2 2 0 29 30 134
01:00 PM 370220213 9 38
01:15 PM 420200044 16
01:30 PM 120300082 16
01:45 PM 200200291 16
Total 10 11 0 9 2 0 4 34 16 86
Grand Total 95 19 24 26 7 2 48760 324
Apprch %68.8 13.8 17.4 74.3 20 5.7 2.6 57.6 39.7
Total %29.3 5.9 7.4 82.20.61.2 26.9 18.5
Washington Street
From North
Washington Street
From South
Francis Street
From WestStart Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:45 AM
11:45 AM 1032 15000 0067 13 28
12:00 PM 1203 15220 40311 14 33
12:15 PM 816 15400 4037 10 29
12:30 PM 1105 16502 7015 8 23 46
Total Volume 41 4 16 61 11 2 2 15 0 27 33 60 136
% App. Total 67.2 6.6 26.2 73.3 13.3 13.3 0 45 55
PHF .854 .333 .667 .953 .550 .250 .250 .536 .000 .450 .750 .652 .739
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 A
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 8940 93480 12571 0 76 181
11:15 AM 8420 86410 0 14 471 0 75 175
11:30 AM 9120 93530 8468 0 72 173
11:45 AM 8150 86240 6554 0 59 151
Total Volume 345 13 0 358 15 25 0 40 18 264 0 282 680
% App. Total 96.4 3.6 0 37.5 62.5 0 6.4 93.6 0
PHF .948 .650 .000 .962 .750 .625 .000 .714 .900 .930 .000 .928 .939
Cars 309 12 0 321 15 21 0 36 17 235 0 252 609
% Cars 89.6 92.3 0 89.7 100 84.0 0 90.0 94.4 89.0 0 89.4 89.6
Heavy Vehicles 3610 37040 4129 0 30 71
% Heavy Vehicles 10.4 7.7 0 10.3 0 16.0 0 10.0 5.6 11.0 0 10.6 10.4
Washington Street Francis Street Washington Street
Right
309
36345
Thru
12
113
U-Turn
0
00
InOut Total
250 321 571 29 37 66
279 637358
Left21
425
Thru15
015
U-Turn0
00
Out TotalIn
29 36 65 2 4 6
31 71 40Left23529264Right17118U-Turn000TotalOutIn330 252 582 40 30 70 370 652 282 Peak Hour Begins at 11:00 AM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 AA
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn Thru Left U-Turn Right Left U-Turn Int. Total
04:00 PM 105 6 0 480490 0 217
04:15 PM 103 3 0 360561 0 181
04:30 PM 131 3 0 840455 0 205
04:45 PM 99 2 0 330552 0 164
Total 438 14 0 18 21 0 18 258 0 767
05:00 PM 105 6 0 360256 0 178
05:15 PM 104 3 0 340461 0 179
05:30 PM 90 3 0 27010 66 0 178
05:45 PM 90 4 0 311 0 364 0 175
Total 389 16 0 11 28 0 19 247 0 710
Grand Total 827 30 0 29 49 0 37 505 0 1477
Apprch %96.5 3.5 0 37.2 62.8 0 6.8 93.2 0
Total %56 2 0 23.3 02.5 34.2 0
Cars 775 26 0 28 48 0 36 463 0 1376
% Cars 93.7 86.7 0 96.6 98 0 97.3 91.7 0 93.2
Heavy Vehicles 52 4 0 1 1 0 1 42 0 101
% Heavy Vehicles 6.3 13.3 0 3.4 2 0 2.7 8.3 0 6.8
Washington StreetFrom North Washington StreetFrom South Francis StreetFrom WestStart Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 105 6 0 111 480 12490 0 94 217
04:15 PM 103 3 0 106 360 9561 0 66 181
04:30 PM 131 3 0 134 840 12455 0 59 205
04:45 PM 99 2 0 101 330 6552 0 57 164
Total Volume 438 14 0 452 18 21 0 39 18 258 0 276 767
% App. Total 96.9 3.1 0 46.2 53.8 0 6.5 93.5 0
PHF .836 .583 .000 .843 .563 .656 .000 .813 .900 .717 .000 .734 .884
Cars 413 12 0 425 18 21 0 39 18 237 0 255 719
% Cars 94.3 85.7 0 94.0 100 100 0 100 100 91.9 0 92.4 93.7
Heavy Vehicles 2520 27000 0021 0 21 48
% Heavy Vehicles 5.7 14.3 0 6.0 000 00 8.1 0 7.6 6.3
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 AA
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn Thru Left U-Turn Right Left U-Turn Int. Total
04:00 PM 97 6 0 480485 0 204
04:15 PM 97 2 0 360555 0 168
04:30 PM 124 2 0 840448 0 190
04:45 PM 95 2 0 330549 0 157
Total 413 12 0 18 21 0 18 237 0 719
05:00 PM 100 4 0 360249 0 164
05:15 PM 94 3 0 230354 0 159
05:30 PM 83 3 0 27010 63 0 168
05:45 PM 85 4 0 311 0 360 0 166
Total 362 14 0 10 27 0 18 226 0 657
Grand Total 775 26 0 28 48 0 36 463 0 1376
Apprch %96.8 3.2 0 36.8 63.2 0 7.2 92.8 0
Total %56.3 1.9 0 23.5 02.6 33.6 0
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 97 6 0 103 480 12485 0 89 204
04:15 PM 9720 99360 9555 0 60 168
04:30 PM 124 2 0 126 840 12448 0 52 190
04:45 PM 9520 97330 6549 0 54 157
Total Volume 413 12 0 425 18 21 0 39 18 237 0 255 719
% App. Total 97.2 2.8 0 46.2 53.8 0 7.1 92.9 0
PHF .833 .500 .000 .843 .563 .656 .000 .813 .900 .697 .000 .716 .881
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 AA
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn Thru Left U-Turn Right Left U-Turn Int. Total
04:00 PM 800000050 13
04:15 PM 610000060 13
04:30 PM 710000070 15
04:45 PM 400000030 7
Total 25 2 0 0 0 0 0 21 0 48
05:00 PM 520000070 14
05:15 PM 10 0 0 110170 20
05:30 PM 700000030 10
05:45 PM 500000040 9
Total 27 2 0 1 1 0 1 21 0 53
Grand Total 52 4 0 110142 0 101
Apprch %92.9 7.1 0 50 50 0 2.3 97.7 0
Total %51.5 4 0 110141.6 0
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 710 8000 0070 7 15
04:45 PM 400 4000 0030 3 7
05:00 PM 520 7000 0070 7 14
05:15 PM 1000 10110 2170 8 20
Total Volume 26 3 0 29 1 1 0 2 1 24 0 25 56
% App. Total 89.7 10.3 0 50 50 0 4 96 0
PHF .650 .375 .000 .725 .250 .250 .000 .250 .250 .857 .000 .781 .700
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 AA
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru Peds Thru Left Peds Right Left Peds Int. Total
04:00 PM 15 0 0 300210 0 30
04:15 PM 980800092 36
04:30 PM 12 1 0 100116 1 32
04:45 PM 10 3 0 200023 20
Total 46 12 0 14 0 0 3 37 6 118
05:00 PM 111311190 18
05:15 PM 341100152 17
05:30 PM 530200060 16
05:45 PM 360100020 12
Total 12 14 2 7 1 1 2 22 2 63
Grand Total 58 26 2 21 1 1 559 8 181
Apprch %67.4 30.2 2.3 91.3 4.3 4.3 6.9 81.9 11.1
Total %32 14.4 1.1 11.6 0.6 0.6 2.8 32.6 4.4
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1500 15300 3210 0 12 30
04:15 PM 980 17800 8092 11 36
04:30 PM 1210 13100 1116 1 18 32
04:45 PM 1030 13200 2023 5 20
Total Volume 46 12 0 58 14 0 0 14 3 37 6 46 118
% App. Total 79.3 20.7 0 100 0 0 6.5 80.4 13
PHF .767 .375 .000 .853 .438 .000 .000 .438 .375 .578 .500 .639 .819
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 AA
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Washington Street
W: Francis Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Washington Street
From North
Washington Street
From South
Francis Street
From West
Start Time Right Thru U-Turn App. Total Thru Left U-Turn App. Total Right Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 105 6 0 111 480 12490 0 94 217
04:15 PM 103 3 0 106 360 9561 0 66 181
04:30 PM 131 3 0 134 840 12455 0 59 205
04:45 PM 99 2 0 101 330 6552 0 57 164
Total Volume 438 14 0 452 18 21 0 39 18 258 0 276 767
% App. Total 96.9 3.1 0 46.2 53.8 0 6.5 93.5 0
PHF .836 .583 .000 .843 .563 .656 .000 .813 .900 .717 .000 .734 .884
Cars 413 12 0 425 18 21 0 39 18 237 0 255 719
% Cars 94.3 85.7 0 94.0 100 100 0 100 100 91.9 0 92.4 93.7
Heavy Vehicles 2520 27000 0021 0 21 48
% Heavy Vehicles 5.7 14.3 0 6.0 000 00 8.1 0 7.6 6.3
Washington Street Francis Street Washington Street
Right
413
25438
Thru
12
214
U-Turn
0
00
InOut Total
255 425 680 21 27 48
276 728452
Left21
021
Thru18
018
U-Turn0
00
Out TotalIn
30 39 69 2 0 2
32 71 39Left23721258Right18018U-Turn000TotalOutIn434 255 689 25 21 46 459 735 276 Peak Hour Begins at 04:00 PM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 B
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
11:00 AM 00000298078 55 0 0 0000233
11:15 AM 00000292069 58 0 0 0000221
11:30 AM 00001290068 56 2 0 0000219
11:45 AM 00000184056 49 0 0 0000190
Total 0 0 0 0 1 7 364 0 271 218 2 0 0 0 0 0 863
12:00 PM 00000192066 62 0 0 0000221
12:15 PM 00001080060 50 0 0 0000191
12:30 PM 00003269083 62 0 0 0000219
12:45 PM 00001091090 56 1 0 0000239
Total 0 0 0 0 5 3 332 0 299 230 1 0 0 0 0 0 870
01:00 PM 00002190072 41 0 0 0000206
01:15 PM 00001299068 47 1 0 0000218
01:30 PM 000010109066 52 0 0 0000228
01:45 PM 000013102071 52 2 0 0000231
Total 0 0 0 0 5 6 400 0 277 192 3 0 0 0 0 0 883
Grand Total 000011 16 1096 0 847 640 6 0 00002616
Apprch %00001 1.4 97.6 0 56.7 42.9 0.4 0 0000
Total %00000.4 0.6 41.9 0 32.4 24.5 0.2 0 0000
Cars 0 0 0 0 11 15 1008 0 765 625 6 0 0 0 0 0 2430
% Cars 0000100 93.8 92 0 90.3 97.7 100 0 000092.9
Heavy Vehicles 0 0 0 0 0 1 88 0 82 15 0 0 0 0 0 0 186
% Heavy Vehicles 000006.2809.72.30000007.1
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From WestStart Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. TotalPeak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0000 0019209366 62 0 0 128 0000 0221
12:15 PM 0000 0108008160 50 0 0 110 0000 0191
12:30 PM 0000 0326907483 62 0 0 145 0000 0219
12:45 PM 0000 0109109290 56 1 0 147 0000 0239
Total Volume 0 0 0 0 0 5 3 332 0 340 299 230 1 0 530 0 0 0 0 0 870
% App. Total 0 0 0 0 1.5 0.9 97.6 0 56.4 43.4 0.2 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .417 .375 .902 .000 .914 .831 .927 .250 .000 .901 .000 .000 .000 .000 .000 .910
Cars 0000 05 3 311 0 319 266 223 1 0 490 0000 0809
% Cars 0000 0100 100 93.7 0 93.8 89.0 97.0 100 0 92.5 0000 093.0
Heavy Vehicles 0000 0002102133 7 0 0 40 0000 0 61
% Heavy Vehicles 0000 0006.306.211.0 3.0 0 0 7.5 0000 07.0
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 B
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
11:00 AM 00000286068 55 0 0 0000211
11:15 AM 00000285065 57 0 0 0000209
11:30 AM 00001278063 53 2 0 0000199
11:45 AM 00000175051 47 0 0 0000174
Total 0 0 0 0 1 7 324 0 247 212 2 0 0 0 0 0 793
12:00 PM 00000187058 62 0 0 0000208
12:15 PM 00001074054 49 0 0 0000178
12:30 PM 00003262071 60 0 0 0000198
12:45 PM 00001088083 52 1 0 0000225
Total 0 0 0 0 5 3 311 0 266 223 1 0 0 0 0 0 809
01:00 PM 00002183065 41 0 0 0000192
01:15 PM 00001192061 46 1 0 0000202
01:30 PM 000010103062 51 0 0 0000217
01:45 PM 00001395064 52 2 0 0000217
Total 0 0 0 0 5 5 373 0 252 190 3 0 0 0 0 0 828
Grand Total 000011 15 1008 0 765 625 6 0 00002430
Apprch %00001.1 1.5 97.5 0 54.8 44.8 0.4 0 0000
Total %00000.5 0.6 41.5 0 31.5 25.7 0.2 0 0000
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From WestStart Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0000 0018708858 62 0 0 120 0000 0208
12:15 PM 0000 0107407554 49 0 0 103 0000 0178
12:30 PM 0000 0326206771 60 0 0 131 0000 0198
12:45 PM 0000 0108808983 52 1 0 136 0000 0225
Total Volume 0 0 0 0 0 5 3 311 0 319 266 223 1 0 490 0 0 0 0 0 809
% App. Total 0 0 0 0 1.6 0.9 97.5 0 54.3 45.5 0.2 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .417 .375 .884 .000 .896 .801 .899 .250 .000 .901 .000 .000 .000 .000 .000 .899
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 B
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
11:00 AM 00000012010 0 0 0 0000 22
11:15 AM 0000007041000000 12
11:30 AM 00000012053000000 20
11:45 AM 0000009052000000 16
Total 0 0 0 0 0 0 40 0 24 6 0 0 0 0 0 0 70
12:00 PM 0000005080000000 13
12:15 PM 0000006061000000 13
12:30 PM 0000007012 2 0 0 0000 21
12:45 PM 0000003074000000 14
Total 0 0 0 0 0 0 21 0 33 7 0 0 0 0 0 0 61
01:00 PM 0000007070000000 14
01:15 PM 0000017071000000 16
01:30 PM 0000006041000000 11
01:45 PM 0000007070000000 14
Total 0 0 0 0 0 1 27 0 25 2 0 0 0 0 0 0 55
Grand Total 00000188082 15 0 0 0000186
Apprch %00000 1.1 98.9 0 84.5 15.5 0 0 0000
Total %00000 0.5 47.3 0 44.18.1000000
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From WestStart Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 0000 0001201210 0 0 0 10 0000 022
11:15 AM 0000 00070 74100 50000 012
11:30 AM 0000 000120125300 80000 020
11:45 AM 0000 00090 95200 70000 016
Total Volume 0 0 0 0 0 0 0 40 0 40 24 6 0 0 30 0 0 0 0 0 70
% App. Total 0 0 0 0 0 0 100 0 80 20 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .833 .000 .833 .600 .500 .000 .000 .750 .000 .000 .000 .000 .000 .795
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 B
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
11:00 AM 0000008031000000 12
11:15 AM 00020013093000000 27
11:30 AM 0001006031010000 12
11:45 AM 00000011090000000 20
Total 0 0 0 3 0 0 38 0 24 5 0 1 0 0 0 0 71
12:00 PM 00000015032000001 21
12:15 PM 0000026032050004 22
12:30 PM 00001011014 3 0 1 0001 31
12:45 PM 00000310081000000 22
Total 0 0 0 0 1 5 42 0 28 8 0 6 0 0 0 6 96
01:00 PM 00013004011 7 0 0 0003 38
01:15 PM 00050020330000011 24
01:30 PM 0002001090000002 14
01:45 PM 0000003010 1 0 0 0000 14
Total 0 0 0 20 0 0 10 0 33 11 0 0 0 0 0 16 90
Grand Total 000231590085 24 0 7 00022257
Apprch %0 0 0 100 1 5.2 93.8 0 73.3 20.7 0 6 0 0 0 100
Total %0008.90.4 1.9 35 0 33.19.3 02.7 0008.6
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0000 000150153200 50001 121
12:15 PM 0000 00260 83205100004 422
12:30 PM 0000 0101101214 3 0 1 18 0001 131
12:45 PM 0000 003100138100 90000 022
Total Volume 0 0 0 0 0 1 5 42 0 48 28 8 0 6 42 0 0 0 6 6 96
% App. Total 0 0 0 0 2.1 10.4 87.5 0 66.7 19 0 14.3 0 0 0 100
PHF .000 .000 .000 .000 .000 .250 .417 .700 .000 .800 .500 .667 .000 .300 .583 .000 .000 .000 .375 .375 .774
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 B
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0000 0019209366 62 0 0 128 0000 0221
12:15 PM 0000 0108008160 50 0 0 110 0000 0191
12:30 PM 0000 0326907483 62 0 0 145 0000 0219
12:45 PM 0000 0109109290 56 1 0 147 0000 0239
Total Volume 0 0 0 0 0 5 3 332 0 340 299 230 1 0 530 0 0 0 0 0 870
% App. Total 0 0 0 0 1.5 0.9 97.6 0 56.4 43.4 0.2 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .417 .375 .902 .000 .914 .831 .927 .250 .000 .901 .000 .000 .000 .000 .000 .910
Cars 0000 05 3 311 0 319 266 223 1 0 490 0000 0809
% Cars 0000 0100 100 93.7 0 93.8 89.0 97.0 100 0 92.5 0000 093.0
Heavy Vehicles 0000 0002102133 7 0 0 40 0000 0 61
% Heavy Vehicles 0000 0006.306.211.0 3.0 0 0 7.5 0000 07.0
Union Street Weymouth Street Francis Street Union Street
Right
0
00
Thru
0
00
Left
0
00
U-Turn
0
00
InOut Total
228 0 228 7 0 7
235 2350
Right505Thru303Left31121 332U-Turn000OutTotalIn266 319 585 33 21 54 299 639 340 Left1
01
Thru223
7230
Right266
33 299
U-Turn0
00
Out TotalIn
311 490 801 21 40 61
332 862 530Left000Thru000Right000U-Turn000TotalOutIn4 0 4 0 0 0 4 4 0Peak Hour Begins at 12:00 PM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 BB
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
04:00 PM 000000108093 63 0 0 0000264
04:15 PM 000014107067 56 0 0 0000235
04:30 PM 000002124057 57 1 0 0000241
04:45 PM 000020106061 52 0 0 0000221
Total 0 0 0 0 3 6 445 0 278 228 1 0 0 0 0 0 961
05:00 PM 000000108057 43 0 0 0000208
05:15 PM 000005104063 58 1 0 0000231
05:30 PM 00000190073 33 1 0 0000198
05:45 PM 000000102062 45 0 0 0000209
Total 0 0 0 0 0 6 404 0 255 179 2 0 0 0 0 0 846
Grand Total 00003 12 849 0 533 407 3 0 00001807
Apprch %00000.3 1.4 98.3 0 56.5 43.2 0.3 0 0000
Total %00000.2 0.7 47 0 29.5 22.5 0.2 0 0000
Cars 0 0 0 0 3 12 798 0 492 402 3 0 0 0 0 0 1710
% Cars 0000100 100 94 0 92.3 98.8 100 0 000094.6
Heavy Vehicles 0 0 0 0 0 0 51 0 41 5 0 0 0 0 0 0 97
% Heavy Vehicles 000000607.71.20000005.4
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0000 00 0 108 0 108 93 63 0 0 156 0000 0264
04:15 PM 0000 01 4 107 0 112 67 56 0 0 123 0000 0235
04:30 PM 0000 00 2 124 0 126 57 57 1 0 115 0000 0241
04:45 PM 0000 02 0 106 0 108 61 52 0 0 113 0000 0221
Total Volume 0 0 0 0 0 3 6 445 0 454 278 228 1 0 507 0 0 0 0 0 961
% App. Total 0 0 0 0 0.7 1.3 98 0 54.8 45 0.2 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .375 .375 .897 .000 .901 .747 .905 .250 .000 .813 .000 .000 .000 .000 .000 .910
Cars 0000 03 6 420 0 429 256 224 1 0 481 0000 0910
% Cars 0000 0100 100 94.4 0 94.5 92.1 98.2 100 0 94.9 0000 094.7
Heavy Vehicles 0000 0002502522 4 0 0 26 0000 0 51
% Heavy Vehicles 0000 0005.605.57.9 1.8 0 0 5.1 0000 05.3
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 BB
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
04:00 PM 000000101088 60 0 0 0000249
04:15 PM 000014101060 56 0 0 0000222
04:30 PM 000002116049 56 1 0 0000224
04:45 PM 000020102059 52 0 0 0000215
Total 0 0 0 0 3 6 420 0 256 224 1 0 0 0 0 0 910
05:00 PM 000000104050 42 0 0 0000196
05:15 PM 00000593057 58 1 0 0000214
05:30 PM 00000183071 33 1 0 0000189
05:45 PM 00000098058 45 0 0 0000201
Total 0 0 0 0 0 6 378 0 236 178 2 0 0 0 0 0 800
Grand Total 00003 12 798 0 492 402 3 0 00001710
Apprch %00000.4 1.5 98.2 0 54.8 44.8 0.3 0 0000
Total %00000.2 0.7 46.7 0 28.8 23.5 0.2 0 0000
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0000 00 0 101 0 101 88 60 0 0 148 0000 0249
04:15 PM 0000 01 4 101 0 106 60 56 0 0 116 0000 0222
04:30 PM 0000 00 2 116 0 118 49 56 1 0 106 0000 0224
04:45 PM 0000 02 0 102 0 104 59 52 0 0 111 0000 0215
Total Volume 0 0 0 0 0 3 6 420 0 429 256 224 1 0 481 0 0 0 0 0 910
% App. Total 0 0 0 0 0.7 1.4 97.9 0 53.2 46.6 0.2 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .375 .375 .905 .000 .909 .727 .933 .250 .000 .813 .000 .000 .000 .000 .000 .914
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 BB
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
04:00 PM 0000007053000000 15
04:15 PM 0000006070000000 13
04:30 PM 0000008081000000 17
04:45 PM 0000004020000000 6
Total 0 0 0 0 0 0 25 0 22 4 0 0 0 0 0 0 51
05:00 PM 0000004071000000 12
05:15 PM 00000011060000000 17
05:30 PM 0000007020000000 9
05:45 PM 0000004040000000 8
Total 0 0 0 0 0 0 26 0 19 1 0 0 0 0 0 0 46
Grand Total 00000051041 5 0 0 0000 97
Apprch %000000100089.1 10.9 0 0 0000
Total %00000052.6042.35.2000000
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0000 00080 88100 90000 017
04:45 PM 0000 00040 42000 20000 0 6
05:00 PM 0000 00040 47100 80000 012
05:15 PM 0000 000110116000 60000 017
Total Volume 0 0 0 0 0 0 0 27 0 27 23 2 0 0 25 0 0 0 0 0 52
% App. Total 0 0 0 0 0 0 100 0 92 8 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .614 .000 .614 .719 .500 .000 .000 .694 .000 .000 .000 .000 .000 .765
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 BB
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
04:00 PM 00000013182000000 24
04:15 PM 0000008173000000 19
04:30 PM 0002018013 4 0 1 0001 30
04:45 PM 00030112341000001 25
Total 0 0 0 5 0 2 41 5 32 10 0 1 0 0 0 2 98
05:00 PM 0000002062000000 10
05:15 PM 0000003931000000 16
05:30 PM 0004004070000000 15
05:45 PM 0000004022000000 8
Total 0 0 0 4 0 0 13 9 18 5 0 0 0 0 0 0 49
Grand Total 00090 2 54 14 50 15 0 1 0002147
Apprch %0 0 0 100 0 2.9 77.1 20 75.8 22.7 0 1.5 0 0 0 100
Total %0006.10 1.4 36.7 9.5 34 10.2 0 0.7 0001.4
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0000 000131148200100000 024
04:15 PM 0000 00081 97300100000 019
04:30 PM 0002 20180 913 4 0 1 18 0001 130
04:45 PM 0003 301123164100 50001 125
Total Volume 0 0 0 5 5 0 2 41 5 48 32 10 0 1 43 0 0 0 2 2 98
% App. Total 0 0 0 100 0 4.2 85.4 10.4 74.4 23.3 0 2.3 0 0 0 100
PHF .000 .000 .000 .417 .417 .000 .500 .788 .417 .750 .615 .625 .000 .250 .597 .000 .000 .000 .500 .500 .817
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 BB
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Union Street
E/W: Francis Street/ Weymouth Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Union Street
From North
Francis Street
From East
Union Street
From South
Weymouth Street
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0000 00 0 108 0 108 93 63 0 0 156 0000 0264
04:15 PM 0000 01 4 107 0 112 67 56 0 0 123 0000 0235
04:30 PM 0000 00 2 124 0 126 57 57 1 0 115 0000 0241
04:45 PM 0000 02 0 106 0 108 61 52 0 0 113 0000 0221
Total Volume 0 0 0 0 0 3 6 445 0 454 278 228 1 0 507 0 0 0 0 0 961
% App. Total 0 0 0 0 0.7 1.3 98 0 54.8 45 0.2 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .375 .375 .897 .000 .901 .747 .905 .250 .000 .813 .000 .000 .000 .000 .000 .910
Cars 0000 03 6 420 0 429 256 224 1 0 481 0000 0910
% Cars 0000 0100 100 94.4 0 94.5 92.1 98.2 100 0 94.9 0000 094.7
Heavy Vehicles 0000 0002502522 4 0 0 26 0000 0 51
% Heavy Vehicles 0000 0005.605.57.9 1.8 0 0 5.1 0000 05.3
Union Street Weymouth Street Francis Street Union Street
Right
0
00
Thru
0
00
Left
0
00
U-Turn
0
00
InOut Total
227 0 227 4 0 4
231 2310
Right303Thru606Left42025 445U-Turn000OutTotalIn256 429 685 22 25 47 278 732 454 Left1
01
Thru224
4228
Right256
22 278
U-Turn0
00
Out TotalIn
420 481 901 25 26 51
445 952 507Left000Thru000Right000U-Turn000TotalOutIn7 0 7 0 0 0 7 7 0Peak Hour Begins at 04:00 PM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 C
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn Right Left U-Turn Right Thru U-Turn Int. Total
11:00 AM 51 1 0 077 0108 0 0 237
11:15 AM 48 6 0 080 0110 0 0 244
11:30 AM 55 0 0 077 0108 0 0 240
11:45 AM 50 3 0 083 0104 0 0 240
Total 204 10 0 0 317 0 430 0 0 961
12:00 PM 50 7 0 082 091 0 0 230
12:15 PM 45 2 0 074 092 0 0 213
12:30 PM 55 9 0 060 0124 0 0 248
12:45 PM 55 4 0 080 0117 0 0 256
Total 205 22 0 0 296 0 424 0 0 947
01:00 PM 51 2 0 072 0105 0 0 230
01:15 PM 55 1 0 088 0100 0 0 244
01:30 PM 47 2 0 091 0108 0 0 248
01:45 PM 40 4 0 088 094 0 0 226
Total 193 9 0 0 339 0 407 0 0 948
Grand Total 602 41 0 0 952 0 1261 0 0 2856
Apprch %93.6 6.4 0 0 100 0 100 0 0
Total %21.1 1.4 0 033.3 044.2 0 0
Cars 581 41 0 0 877 0 1190 0 0 2689
% Cars 96.5 100 0 092.1 094.4 0 0 94.2
Heavy Vehicles 21 0 0 0 75 0 71 0 0 167
% Heavy Vehicles 3.5 0 0 07.9 05.6 0 0 5.8
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. TotalPeak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 5110 52077 0 77108 0 0 108 237
11:15 AM 4860 54080 0 80110 0 0 110 244
11:30 AM 5500 55077 0 77108 0 0 108 240
11:45 AM 5030 53083 0 83104 0 0 104 240
Total Volume 204 10 0 214 0 317 0 317 430 0 0 430 961
% App. Total 95.3 4.7 0 0 100 0 100 0 0
PHF .927 .417 .000 .973 .000 .955 .000 .955 .977 .000 .000 .977 .985
Cars 199 10 0 209 0 283 0 283 407 0 0 407 899
% Cars 97.5 100 0 97.7 089.3 0 89.394.7 0 0 94.7 93.5
Heavy Vehicles 500 5034 0 342300 23 62
% Heavy Vehicles 2.5 0 0 2.3 0 10.7 0 10.7 5.3 0 0 5.3 6.5
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 C
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn Right Left U-Turn Right Thru U-Turn Int. Total
11:00 AM 49 1 0 069 0100 0 0 219
11:15 AM 47 6 0 074 0105 0 0 232
11:30 AM 53 0 0 064 0103 0 0 220
11:45 AM 50 3 0 076 099 0 0 228
Total 199 10 0 0 283 0 407 0 0 899
12:00 PM 48 7 0 078 086 0 0 219
12:15 PM 44 2 0 070 088 0 0 204
12:30 PM 53 9 0 054 0112 0 0 228
12:45 PM 54 4 0 078 0110 0 0 246
Total 199 22 0 0 280 0 396 0 0 897
01:00 PM 48 2 0 066 0100 0 0 216
01:15 PM 53 1 0 082 094 0 0 230
01:30 PM 46 2 0 087 0104 0 0 239
01:45 PM 36 4 0 079 089 0 0 208
Total 183 9 0 0 314 0 387 0 0 893
Grand Total 581 41 0 0 877 0 1190 0 0 2689
Apprch %93.4 6.6 0 0 100 0 100 0 0
Total %21.6 1.5 0 032.6 044.3 0 0
Orange Street
From North
Union Street
From East
Orange Street
From SouthStart Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 4910 50069 0 69100 0 0 100 219
11:15 AM 4760 53074 0 74105 0 0 105 232
11:30 AM 5300 53064 0 64103 0 0 103 220
11:45 AM 5030 53076 0 769900 99228
Total Volume 199 10 0 209 0 283 0 283 407 0 0 407 899
% App. Total 95.2 4.8 0 0 100 0 100 0 0
PHF .939 .417 .000 .986 .000 .931 .000 .931 .969 .000 .000 .969 .969
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 C
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn Right Left U-Turn Right Thru U-Turn Int. Total
11:00 AM 200080800 18
11:15 AM 100060500 12
11:30 AM 200013 0 500 20
11:45 AM 000070500 12
Total 5 0 0 0 34 0 23 0 0 62
12:00 PM 200040500 11
12:15 PM 100040400 9
12:30 PM 20006012 0 0 20
12:45 PM 100020700 10
Total 6 0 0 0 16 0 28 0 0 50
01:00 PM 300060500 14
01:15 PM 200060600 14
01:30 PM 100040400 9
01:45 PM 400090500 18
Total 10 0 0 0 25 0 20 0 0 55
Grand Total 21 0 0 075 071 0 0 167
Apprch %100 0 0 0 100 0 100 0 0
Total %12.6 0 0 044.9 042.5 0 0
Orange Street
From North
Union Street
From East
Orange Street
From SouthStart Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 200 2080 8800 8 18
11:15 AM 100 1060 6500 5 12
11:30 AM 200 2013 0 13 500 5 20
11:45 AM 000 0070 7500 5 12
Total Volume 5 0 0 5 0 34 0 34 23 0 0 23 62
% App. Total 100 0 0 0 100 0 100 0 0
PHF .625 .000 .000 .625 .000 .654 .000 .654 .719 .000 .000 .719 .775
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 C
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left Peds Right Left Peds Right Thru Peds Int. Total
11:00 AM 200060500 13
11:15 AM 10008110 0 0 20
11:30 AM 902170900 28
11:45 AM 611080400 20
Total 18 1 3 1 29 1 28 0 0 81
12:00 PM 201013 0 100 17
12:15 PM 401118111 0 0 36
12:30 PM 502010 011 0 0 28
12:45 PM 308010 0 600 27
Total 14 0 22 1 41 1 29 0 0 108
01:00 PM 504130602 21
01:15 PM 902040200 17
01:30 PM 00201010 2 0 15
01:45 PM 102060900 18
Total 15 0 10 1 14 0 27 2 2 71
Grand Total 47 1 35 384 284 2 2 260
Apprch %56.6 1.2 42.2 3.4 94.4 2.2 95.5 2.3 2.3
Total %18.1 0.4 13.5 1.2 32.3 0.8 32.3 0.8 0.8
Orange Street
From North
Union Street
From East
Orange Street
From SouthStart Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 201 3013 0 13 100 1 17
12:15 PM 4011 15181 101100 11 36
12:30 PM 502 7010 0 101100 11 28
12:45 PM 308 11010 0 10 600 6 27
Total Volume 14 0 22 36 1 41 1 43 29 0 0 29 108
% App. Total 38.9 0 61.1 2.3 95.3 2.3 100 0 0
PHF .700 .000 .500 .600 .250 .788 .250 .827 .659 .000 .000 .659 .750
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 C
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 5110 52077 0 77108 0 0 108 237
11:15 AM 4860 54080 0 80110 0 0 110 244
11:30 AM 5500 55077 0 77108 0 0 108 240
11:45 AM 5030 53083 0 83104 0 0 104 240
Total Volume 204 10 0 214 0 317 0 317 430 0 0 430 961
% App. Total 95.3 4.7 0 0 100 0 100 0 0
PHF .927 .417 .000 .973 .000 .955 .000 .955 .977 .000 .000 .977 .985
Cars 199 10 0 209 0 283 0 283 407 0 0 407 899
% Cars 97.5 100 0 97.7 089.3 0 89.394.7 0 0 94.7 93.5
Heavy Vehicles 500 5034 0 342300 23 62
% Heavy Vehicles 2.5 0 0 2.3 0 10.7 0 10.7 5.3 0 0 5.3 6.5
Orange Street Union Street Orange Street
Thru
199
5204
Left
10
010
U-Turn
0
00
InOut Total
0 209 209 0 5 5
0 214214
Right000Left28334 317U-Turn000OutTotalIn417 283 700 23 34 57 440 757 317 Thru0
00
Right407
23 430
U-Turn0
00
Out TotalIn
482 407 889 39 23 62
521 951 430
Peak Hour Begins at 11:00 AM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 CC
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn Right Left U-Turn Right Thru U-Turn Int. Total
04:00 PM 59 1 0 083 0133 0 0 276
04:15 PM 52 2 0 081 090 0 0 225
04:30 PM 53 5 0 092 0104 0 0 254
04:45 PM 62 2 0 098 090 0 0 252
Total 226 10 0 0 354 0 417 0 0 1007
05:00 PM 56 0 0 089 085 0 0 230
05:15 PM 39 1 0 082 0101 0 0 223
05:30 PM 35 1 0 066 077 0 0 179
05:45 PM 46 3 0 077 080 0 0 206
Total 176 5 0 0 314 0 343 0 0 838
Grand Total 402 15 0 0 668 0 760 0 0 1845
Apprch %96.4 3.6 0 0 100 0 100 0 0
Total %21.8 0.8 0 036.2 041.2 0 0
Cars 395 14 0 0 624 0 731 0 0 1764
% Cars 98.3 93.3 0 093.4 096.2 0 0 95.6
Heavy Vehicles 7 1 0 0 44 0 29 0 0 81
% Heavy Vehicles 1.7 6.7 0 06.6 03.8 0 0 4.4
Orange StreetFrom North Union StreetFrom East Orange StreetFrom SouthStart Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 5910 60083 0 83133 0 0 133 276
04:15 PM 5220 54081 0 819000 90225
04:30 PM 5350 58092 0 92104 0 0 104 254
04:45 PM 6220 64098 0 989000 90252
Total Volume 226 10 0 236 0 354 0 354 417 0 0 417 1007
% App. Total 95.8 4.2 0 0 100 0 100 0 0
PHF .911 .500 .000 .922 .000 .903 .000 .903 .784 .000 .000 .784 .912
Cars 220 9 0 229 0 334 0 334 402 0 0 402 965
% Cars 97.3 90.0 0 97.0 094.4 0 94.496.4 0 0 96.4 95.8
Heavy Vehicles 610 7020 0 201500 15 42
% Heavy Vehicles 2.7 10.0 0 3.0 0 5.6 0 5.6 3.6 0 0 3.6 4.2
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 CC
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn Right Left U-Turn Right Thru U-Turn Int. Total
04:00 PM 58 1 0 078 0127 0 0 264
04:15 PM 49 1 0 076 084 0 0 210
04:30 PM 53 5 0 086 0102 0 0 246
04:45 PM 60 2 0 094 089 0 0 245
Total 220 9 0 0 334 0 402 0 0 965
05:00 PM 55 0 0 085 079 0 0 219
05:15 PM 39 1 0 071 096 0 0 207
05:30 PM 35 1 0 060 076 0 0 172
05:45 PM 46 3 0 074 078 0 0 201
Total 175 5 0 0 290 0 329 0 0 799
Grand Total 395 14 0 0 624 0 731 0 0 1764
Apprch %96.6 3.4 0 0 100 0 100 0 0
Total %22.4 0.8 0 035.4 041.4 0 0
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 5810 59078 0 78127 0 0 127 264
04:15 PM 4910 50076 0 768400 84210
04:30 PM 5350 58086 0 86102 0 0 102 246
04:45 PM 6020 62094 0 948900 89245
Total Volume 220 9 0 229 0 334 0 334 402 0 0 402 965
% App. Total 96.1 3.9 0 0 100 0 100 0 0
PHF .917 .450 .000 .923 .000 .888 .000 .888 .791 .000 .000 .791 .914
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 CC
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn Right Left U-Turn Right Thru U-Turn Int. Total
04:00 PM 100050600 12
04:15 PM 310050600 15
04:30 PM 000060200 8
04:45 PM 200040100 7
Total 6 1 0 0 20 0 15 0 0 42
05:00 PM 100040600 11
05:15 PM 000011 0 500 16
05:30 PM 000060100 7
05:45 PM 000030200 5
Total 1 0 0 0 24 0 14 0 0 39
Grand Total 710044 029 0 0 81
Apprch %87.5 12.5 0 0 100 0 100 0 0
Total %8.6 1.2 0 054.3 035.8 0 0
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 100 1050 5600 6 12
04:15 PM 310 4050 5600 6 15
04:30 PM 000 0060 6200 2 8
04:45 PM 200 2040 4100 1 7
Total Volume 6 1 0 7 0 20 0 20 15 0 0 15 42
% App. Total 85.7 14.3 0 0 100 0 100 0 0
PHF .500 .250 .000 .438 .000 .833 .000 .833 .625 .000 .000 .625 .700
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 CC
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left Peds Right Left Peds Right Thru Peds Int. Total
04:00 PM 102019 0 800 30
04:15 PM 20205014 0 0 23
04:30 PM 10207010 0 0 20
04:45 PM 206090610 24
Total 6 0 12 0 40 0 38 1 0 97
05:00 PM 700060300 16
05:15 PM 300020200 7
05:30 PM 106031300 14
05:45 PM 600040300 13
Total 17 0 6 0 15 1 11 0 0 50
Grand Total 23 0 18 055 149 1 0 147
Apprch %56.1 0 43.9 098.2 1.8 98 2 0
Total %15.6 0 12.2 037.4 0.733.3 0.7 0
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 102 3019 0 19 800 8 30
04:15 PM 202 4050 51400 14 23
04:30 PM 102 3070 71000 10 20
04:45 PM 206 8090 9610 7 24
Total Volume 6 0 12 18 0 40 0 40 38 1 0 39 97
% App. Total 33.3 0 66.7 0 100 0 97.4 2.6 0
PHF .750 .000 .500 .563 .000 .526 .000 .526 .679 .250 .000 .696 .808
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 CC
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street
E: Union Street
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Orange Street
From North
Union Street
From East
Orange Street
From South
Start Time Thru Left U-Turn App. Total Right Left U-Turn App. Total Right Thru U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 5910 60083 0 83133 0 0 133 276
04:15 PM 5220 54081 0 819000 90225
04:30 PM 5350 58092 0 92104 0 0 104 254
04:45 PM 6220 64098 0 989000 90252
Total Volume 226 10 0 236 0 354 0 354 417 0 0 417 1007
% App. Total 95.8 4.2 0 0 100 0 100 0 0
PHF .911 .500 .000 .922 .000 .903 .000 .903 .784 .000 .000 .784 .912
Cars 220 9 0 229 0 334 0 334 402 0 0 402 965
% Cars 97.3 90.0 0 97.0 094.4 0 94.496.4 0 0 96.4 95.8
Heavy Vehicles 610 7020 0 201500 15 42
% Heavy Vehicles 2.7 10.0 0 3.0 0 5.6 0 5.6 3.6 0 0 3.6 4.2
Orange Street Union Street Orange Street
Thru
220
6226
Left
9
110
U-Turn
0
00
InOut Total
0 229 229 0 7 7
0 236236
Right000Left33420 354U-Turn000OutTotalIn411 334 745 16 20 36 427 781 354 Thru0
00
Right402
15 417
U-Turn0
00
Out TotalIn
554 402 956 26 15 41
580 997 417
Peak Hour Begins at 04:00 PM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 D
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
11:00 AM 74959 157 89 11 0 25 65 40 0 33 70 9 0 515
11:15 AM 20 58 50 1 57 92 24 1 12 59 32 0 21 58 5 0 490
11:30 AM 26 53 58 0 78 116 22 0 16 52 51 0 33 62 9 0 576
11:45 AM 18 75 84 0 63 80 23 3 18 64 39 0 24 58 7 0 556
Total 71 235 251 2 255 377 80 4 71 240 162 0 111 248 30 0 2137
12:00 PM 21 56 73 0 62 72 22 2 26 42 43 0 25 66 5 0 515
12:15 PM 22 57 60 0 60 82 21 0 19 52 40 0 34 52 5 0 504
12:30 PM 19 57 75 0 75 83 18 0 20 56 28 0 29 59 11 3 533
12:45 PM 25 64 68 0 76 68 6 0 20 57 30 1 25 74 11 0 525
Total 87 234 276 0 273 305 67 2 85 207 141 1 113 251 32 3 2077
01:00 PM 19 70 59 0 59 62 11 4 20 81 24 0 29 63 8 1 510
01:15 PM 28 75 60 0 67 63 15 0 28 53 34 0 23 59 9 0 514
01:30 PM 19 67 78 0 57 67 17 3 84930 018 65 7 1 486
01:45 PM 23 68 65 0 63 86 16 1 27 44 40 0 26 67 8 0 534
Total 89 280 262 0 246 278 59 8 83 227 128 0 96 254 32 2 2044
Grand Total 247 749 789 2 774 960 206 14 239 674 431 1 320 753 94 5 6258
Apprch %13.8 41.9 44.2 0.1 39.6 49.1 10.5 0.7 17.8 50.1 32 0.1 27.3 64.2 8 0.4
Total %3.9 12 12.6 0 12.4 15.3 3.3 0.2 3.8 10.8 6.9 0 5.1 12 1.5 0.1
Cars 236 693 761 2 742 924 198 14 230 636 413 1 301 722 77 5 5955
% Cars 95.5 92.5 96.5 100 95.9 96.2 96.1 100 96.2 94.4 95.8 100 94.1 95.9 81.9 100 95.2
Heavy Vehicles 11 56 28 0 32 36 8 0 9 38 18 0 19 31 17 0 303
% Heavy Vehicles 4.5 7.5 3.5 0 4.1 3.8 3.9 0 3.8 5.6 4.2 0 5.9 4.1 18.1 0 4.8
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From WestStart Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. TotalPeak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:30 AM
11:30 AM 26 53 58 0 137 78 116 22 0 216 16 52 51 0 119 33 62 9 0 104 576
11:45 AM 18 75 84 0 177 63 80 23 3 169 18 64 39 0 121 24 58 7 0 89 556
12:00 PM 21 56 73 0 150 62 72 22 2 158 26 42 43 0 111 25 66 5 0 96 515
12:15 PM 22 57 60 0 139 60 82 21 0 163 19 52 40 0 111 34 52 5 0 91 504
Total Volume 87 241 275 0 603 263 350 88 5 706 79 210 173 0 462 116 238 26 0 380 2151
% App. Total 14.4 40 45.6 0 37.3 49.6 12.5 0.7 17.1 45.5 37.4 0 30.5 62.6 6.8 0
PHF .837 .803 .818 .000 .852 .843 .754 .957 .417 .817 .760 .820 .848 .000 .955 .853 .902 .722 .000 .913 .934
Cars 82 224 265 0 571 256 345 83 5 689 74 195 165 0 434 107 231 21 0 359 2053
% Cars 94.3 92.9 96.4 0 94.7 97.3 98.6 94.3 100 97.6 93.7 92.9 95.4 0 93.9 92.2 97.1 80.8 0 94.5 95.4
Heavy Vehicles 51710 0 32 755017515 8 0 28 975021 98
% Heavy Vehicles 5.7 7.1 3.6 0 5.3 2.7 1.4 5.7 0 2.4 6.3 7.1 4.6 0 6.1 7.8 2.9 19.2 0 5.5 4.6
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 D
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
11:00 AM 74358 155 86 11 0 25 60 38 0 32 66 8 0 490
11:15 AM 18 51 49 1 52 89 24 1 11 56 30 0 21 57 4 0 464
11:30 AM 25 48 56 0 76 114 20 0 14 49 49 0 32 61 8 0 552
11:45 AM 16 70 79 0 60 79 22 3 17 59 39 0 21 55 6 0 526
Total 66 212 242 2 243 368 77 4 67 224 156 0 106 239 26 0 2032
12:00 PM 20 52 71 0 61 71 20 2 25 39 41 0 23 65 3 0 493
12:15 PM 21 54 59 0 59 81 21 0 18 48 36 0 31 50 4 0 482
12:30 PM 19 55 73 0 67 77 18 0 20 53 26 0 28 55 10 3 504
12:45 PM 25 61 63 0 73 62 6 0 20 56 28 1 25 73 10 0 503
Total 85 222 266 0 260 291 65 2 83 196 131 1 107 243 27 3 1982
01:00 PM 19 67 56 0 58 55 10 4 20 77 23 0 26 59 7 1 482
01:15 PM 27 67 59 0 65 61 15 0 26 50 33 0 20 57 7 0 487
01:30 PM 19 66 76 0 56 65 17 3 74730 017 61 6 1 471
01:45 PM 20 59 62 0 60 84 14 1 27 42 40 0 25 63 4 0 501
Total 85 259 253 0 239 265 56 8 80 216 126 0 88 240 24 2 1941
Grand Total 236 693 761 2 742 924 198 14 230 636 413 1 301 722 77 5 5955
Apprch %13.9 41 45 0.1 39.5 49.2 10.5 0.7 18 49.7 32.3 0.1 27.2 65.3 7 0.5
Total %4 11.6 12.8 0 12.5 15.5 3.3 0.2 3.9 10.7 6.9 0 5.1 12.1 1.3 0.1
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From WestStart Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:30 AM
11:30 AM 25 48 56 0 129 76 114 20 0 210 14 49 49 0 112 32 61 8 0 101 552
11:45 AM 16 70 79 0 165 60 79 22 3 164 17 59 39 0 115 21 55 6 0 82 526
12:00 PM 20 52 71 0 143 61 71 20 2 154 25 39 41 0 105 23 65 3 0 91 493
12:15 PM 21 54 59 0 134 59 81 21 0 161 18 48 36 0 102 31 50 4 0 85 482
Total Volume 82 224 265 0 571 256 345 83 5 689 74 195 165 0 434 107 231 21 0 359 2053
% App. Total 14.4 39.2 46.4 0 37.2 50.1 12 0.7 17.1 44.9 38 0 29.8 64.3 5.8 0
PHF .820 .800 .839 .000 .865 .842 .757 .943 .417 .820 .740 .826 .842 .000 .943 .836 .888 .656 .000 .889 .930
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 D
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
11:00 AM 0610230005201410 25
11:15 AM 2710530013200110 26
11:30 AM 1520222023201110 24
11:45 AM 2550311015003310 30
Total 5 23 9 0 12 9 3 0 4 16 6 0 5 9 4 0 105
12:00 PM 1420112013202120 22
12:15 PM 1310110014403210 22
12:30 PM 0220860003201410 29
12:45 PM 0350360001200110 22
Total 2 12 10 0 13 14 2 0 2 11 10 0 6 8 5 0 95
01:00 PM 0330171004103410 28
01:15 PM 1810220023103220 27
01:30 PM 0120120012001410 15
01:45 PM 3930322002001440 33
Total 4 21 9 0 7 13 3 0 3 11 2 0 8 14 8 0 103
Grand Total 11 56 28 0 32 36 8 0 93818 019 31 17 0 303
Apprch %11.6 58.9 29.5 0 42.1 47.4 10.5 0 13.8 58.5 27.7 0 28.4 46.3 25.4 0
Total %3.6 18.5 9.2 0 10.6 11.9 2.6 0 3 12.5 5.9 0 6.3 10.2 5.6 0
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From WestStart Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM 0610 72300 50520 71410 625
11:15 AM 2710105300 81320 60110 226
11:30 AM 1520 82220 62320 71110 324
11:45 AM 2550123110 51500 63310 730
Total Volume 5 23 9 0 37 12 9 3 0 24 4 16 6 0 26 5 9 4 0 18 105
% App. Total 13.5 62.2 24.3 0 50 37.5 12.5 0 15.4 61.5 23.1 0 27.8 50 22.2 0
PHF .625 .821 .450 .000 .771 .600 .750 .375 .000 .750 .500 .800 .750 .000 .929 .417 .563 1.00 .000 .643 .875
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 D
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
11:00 AM 00110000010160014 24
11:15 AM 200410000003800024 69
11:30 AM 00000000000390005 44
11:45 AM 311003000203400023 67
Total 5 1 2 5 1 3 0 0 0 3 0 127 0 0 1 56 204
12:00 PM 010000000003300016 50
12:15 PM 000050000024600010 63
12:30 PM 000000000004400022 66
12:45 PM 000010000003300021 55
Total 0 1 0 0 6 0 0 0 0 0 2 156 0 0 0 69 234
01:00 PM 000000000004800035 83
01:15 PM 000000001004200028 71
01:30 PM 000021000003000017 50
01:45 PM 120010000003200025 61
Total 1 2 0 0 3 1 0 0 1 0 0 152 0 0 0 105 265
Grand Total 6425104001324350 0 1 230 703
Apprch %35.3 23.5 11.8 29.4 71.4 28.6 0 0 0.2 0.7 0.5 98.6 0 0 0.4 99.6
Total %0.9 0.6 0.3 0.7 1.4 0.6 0 0 0.1 0.4 0.3 61.9 0 0 0.1 32.7
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:45 AM
11:45 AM 3110 50300 30203436000232367
12:00 PM 0100 10000 00003333000161650
12:15 PM 0000 05000 50024648000101063
12:30 PM 0000 00000 00004444000222266
Total Volume 3 2 1 0 6 5 3 0 0 8 0 2 2 157 161 0 0 0 71 71 246
% App. Total 50 33.3 16.7 0 62.5 37.5 0 0 0 1.2 1.2 97.5 0 0 0 100
PHF .250 .500 .250 .000 .300 .250 .250 .000 .000 .400 .000 .250 .250 .853 .839 .000 .000 .000 .772 .772 .918
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 D
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 11:30 AM
11:30 AM 26 53 58 0 137 78 116 22 0 216 16 52 51 0 119 33 62 9 0 104 576
11:45 AM 18 75 84 0 177 63 80 23 3 169 18 64 39 0 121 24 58 7 0 89 556
12:00 PM 21 56 73 0 150 62 72 22 2 158 26 42 43 0 111 25 66 5 0 96 515
12:15 PM 22 57 60 0 139 60 82 21 0 163 19 52 40 0 111 34 52 5 0 91 504
Total Volume 87 241 275 0 603 263 350 88 5 706 79 210 173 0 462 116 238 26 0 380 2151
% App. Total 14.4 40 45.6 0 37.3 49.6 12.5 0.7 17.1 45.5 37.4 0 30.5 62.6 6.8 0
PHF .837 .803 .818 .000 .852 .843 .754 .957 .417 .817 .760 .820 .848 .000 .955 .853 .902 .722 .000 .913 .934
Cars 82 224 265 0 571 256 345 83 5 689 74 195 165 0 434 107 231 21 0 359 2053
% Cars 94.3 92.9 96.4 0 94.7 97.3 98.6 94.3 100 97.6 93.7 92.9 95.4 0 93.9 92.2 97.1 80.8 0 94.5 95.4
Heavy Vehicles 51710 0 32 755017515 8 0 28 975021 98
% Heavy Vehicles 5.7 7.1 3.6 0 5.3 2.7 1.4 5.7 0 2.4 6.3 7.1 4.6 0 6.1 7.8 2.9 19.2 0 5.5 4.6
Orange Street Sparks Avenue Milestone Road Old South Road
Right
82
587
Thru
224
17241
Left
265
10275
U-Turn
0
00
InOut Total
472 571 1043 27 32 59
499 1102603
Right2567263Thru3455350Left83 588 U-Turn505OutTotalIn570 689 1259 22 17 39 592 1298 706 Left165
8173
Thru195
15210
Right74
579
U-Turn0
00
Out TotalIn
414 434 848 31 28 59
445 907 462Left21526Thru2317238Right107 9116 U-Turn000TotalOutIn592 359 951 18 21 39 610 990 380 Peak Hour Begins at 11:30 AM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 DD
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars - Heavy Vehicles
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
04:00 PM 14 65 74 1 70 80 23 0 23 70 37 0 29 47 5 0 538
04:15 PM 25 69 65 0 52 74 17 0 17 42 47 0 23 66 7 1 505
04:30 PM 18 75 61 0 55 57 18 1 25 53 39 0 27 61 8 0 498
04:45 PM 25 68 88 0 30 61 23 1 55139 029 61 6 0 487
Total 82 277 288 1 207 272 81 2 70 216 162 0 108 235 26 1 2028
05:00 PM 21 65 69 0 30 61 20 2 22 49 39 0 30 51 8 0 467
05:15 PM 16 64 57 0 52 63 16 1 15 59 48 1 31 63 9 0 495
05:30 PM 12 54 39 0 39 71 11 0 11 42 32 0 42 52 7 0 412
05:45 PM 21 42 52 1 39 61 10 0 14 46 36 1 37 55 2 0 417
Total 70 225 217 1 160 256 57 3 62 196 155 2 140 221 26 0 1791
Grand Total 152 502 505 2 367 528 138 5 132 412 317 2 248 456 52 1 3819
Apprch %13.1 43.2 43.5 0.2 35.4 50.9 13.3 0.5 15.3 47.7 36.7 0.2 32.8 60.2 6.9 0.1
Total %4 13.1 13.2 0.1 9.6 13.8 3.6 0.1 3.5 10.8 8.3 0.1 6.5 11.9 1.4 0
Cars 148 459 490 2 358 511 136 4 131 392 313 2 234 449 42 1 3672
% Cars 97.4 91.4 97 100 97.5 96.8 98.6 80 99.2 95.1 98.7 100 94.4 98.5 80.8 100 96.2
Heavy Vehicles 4 43 15 0 9 17 2 1 1 20 4 0 14 7 10 0 147
% Heavy Vehicles 2.6 8.6 3 0 2.5 3.2 1.4 20 0.8 4.9 1.3 0 5.6 1.5 19.2 0 3.8
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 14 65 74 1 154 70 80 23 0 173 23 70 37 0 130 29 47 5 0 81 538
04:15 PM 25 69 65 0 159 52 74 17 0 143 17 42 47 0 106 23 66 7 1 97 505
04:30 PM 18 75 61 0 154 55 57 18 1 131 25 53 39 0 117 27 61 8 0 96 498
04:45 PM 25 68 88 0 181 30 61 23 1 115 55139 0 9529 61 6 0 96 487
Total Volume 82 277 288 1 648 207 272 81 2 562 70 216 162 0 448 108 235 26 1 370 2028
% App. Total 12.7 42.7 44.4 0.2 36.8 48.4 14.4 0.4 15.6 48.2 36.2 0 29.2 63.5 7 0.3
PHF .820 .923 .818 .250 .895 .739 .850 .880 .500 .812 .700 .771 .862 .000 .862 .931 .890 .813 .250 .954 .942
Cars 80 256 281 1 618 201 264 80 2 547 69 205 160 0 434 101 230 20 1 352 1951
% Cars 97.6 92.4 97.6 100 95.4 97.1 97.1 98.8 100 97.3 98.6 94.9 98.8 0 96.9 93.5 97.9 76.9 100 95.1 96.2
Heavy Vehicles 221 7 0 30 681015111 2 0 14 756018 77
% Heavy Vehicles 2.4 7.6 2.4 0 4.6 2.9 2.9 1.2 0 2.7 1.4 5.1 1.2 0 3.1 6.5 2.1 23.1 0 4.9 3.8
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 DD
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Cars
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
04:00 PM 14 59 72 1 69 77 22 0 22 64 37 0 27 45 4 0 513
04:15 PM 25 64 64 0 50 73 17 0 17 39 46 0 22 63 6 1 487
04:30 PM 17 71 61 0 54 54 18 1 25 52 39 0 24 61 6 0 483
04:45 PM 24 62 84 0 28 60 23 1 55038 028 61 4 0 468
Total 80 256 281 1 201 264 80 2 69 205 160 0 101 230 20 1 1951
05:00 PM 20 59 66 0 29 59 19 1 22 47 39 0 29 50 8 0 448
05:15 PM 15 54 56 0 51 61 16 1 15 54 48 1 29 63 7 0 471
05:30 PM 12 50 39 0 38 67 11 0 11 42 31 0 40 51 6 0 398
05:45 PM 21 40 48 1 39 60 10 0 14 44 35 1 35 55 1 0 404
Total 68 203 209 1 157 247 56 2 62 187 153 2 133 219 22 0 1721
Grand Total 148 459 490 2 358 511 136 4 131 392 313 2 234 449 42 1 3672
Apprch %13.5 41.8 44.6 0.2 35.5 50.6 13.5 0.4 15.6 46.8 37.4 0.2 32.2 61.8 5.8 0.1
Total %4 12.5 13.3 0.1 9.7 13.9 3.7 0.1 3.6 10.7 8.5 0.1 6.4 12.2 1.1 0
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 14 59 72 1 146 69 77 22 0 168 22 64 37 0 123 27 45 4 0 76 513
04:15 PM 25 64 64 0 153 50 73 17 0 140 17 39 46 0 102 22 63 6 1 92 487
04:30 PM 17 71 61 0 149 54 54 18 1 127 25 52 39 0 116 24 61 6 0 91 483
04:45 PM 24 62 84 0 170 28 60 23 1 112 55038 0 9328 61 4 0 93 468
Total Volume 80 256 281 1 618 201 264 80 2 547 69 205 160 0 434 101 230 20 1 352 1951
% App. Total 12.9 41.4 45.5 0.2 36.7 48.3 14.6 0.4 15.9 47.2 36.9 0 28.7 65.3 5.7 0.3
PHF .800 .901 .836 .250 .909 .728 .857 .870 .500 .814 .690 .801 .870 .000 .882 .902 .913 .833 .250 .946 .951
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 DD
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Heavy Vehicles
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total
04:00 PM 0620131016002210 25
04:15 PM 0510210003101310 18
04:30 PM 1400130001003020 15
04:45 PM 1640210001101020 19
Total 2 21 7 0 6 8 1 0 1 11 2 0 7 5 6 0 77
05:00 PM 1630121102001100 19
05:15 PM 110 1 0 120005002020 24
05:30 PM 0400140000102110 14
05:45 PM 0240010002102010 13
Total 2 22 8 0 3 9 1 1 0 9 2 0 7 2 4 0 70
Grand Total 44315 0 91721120 4 014 7 10 0 147
Apprch %6.5 69.4 24.2 0 31 58.6 6.9 3.4 48016 045.2 22.6 32.3 0
Total %2.7 29.3 10.2 0 6.1 11.6 1.4 0.7 0.7 13.6 2.7 0 9.5 4.8 6.8 0
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0620 81310 51600 72210 525
04:15 PM 0510 62100 30310 41310 518
04:30 PM 1400 51300 40100 13020 515
04:45 PM 1640112100 30110 21020 319
Total Volume 2 21 7 0 30 6 8 1 0 15 1 11 2 0 14 7 5 6 0 18 77
% App. Total 6.7 70 23.3 0 40 53.3 6.7 0 7.1 78.6 14.3 0 38.9 27.8 33.3 0
PHF .500 .875 .438 .000 .682 .750 .667 .250 .000 .750 .250 .458 .500 .000 .500 .583 .417 .750 .000 .900 .770
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 DD
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Groups Printed- Peds and Bikes
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
04:00 PM 000000000403800020 62
04:15 PM 010020000903000013 55
04:30 PM 000000000703000027 64
04:45 PM 000000000402700013 44
Total 0 1 0 0 2 0 0 0 0 24 0 125 0 0 0 73 225
05:00 PM 000000000003500016 51
05:15 PM 00000000000230007 30
05:30 PM 00000000012200106 30
05:45 PM 000000000002401014 39
Total 0 0 0 0 0 0 0 0 0 1 2 102 0 2 0 43 150
Grand Total 010020000 25 2 227 0 2 0 116 375
Apprch %0 100 0 0 100 0 0 0 0 9.8 0.8 89.4 0 1.7 0 98.3
Total %00.3 0 00.50000 6.7 0.5 60.5 0 0.5 0 30.9
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0000 00000 00403842000202062
04:15 PM 0100 12000 20903039000131355
04:30 PM 0000 00000 00703037000272764
04:45 PM 0000 00000 00402731000131344
Total Volume 0 1 0 0 1 2 0 0 0 2 0 24 0 125 149 0 0 0 73 73 225
% App. Total 0 100 0 0 100 0 0 0 0 16.1 0 83.9 0 0 0 100
PHF .000 .250 .000 .000 .250 .250 .000 .000 .000 .250 .000 .667 .000 .822 .887 .000 .000 .000 .676 .676 .879
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
File Name : 133491 DD
Site Code : 12472
Start Date : 8/29/2013
Page No : 1
N/S: Orange Street/Old South Road
E/W: Milestone Road/ Sparks Avenue
City, State: Nantucket, MA
Client: VHB/ M. Kealey
Orange Street
From North
Milestone Road
From East
Old South Road
From South
Sparks Avenue
From West
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 14 65 74 1 154 70 80 23 0 173 23 70 37 0 130 29 47 5 0 81 538
04:15 PM 25 69 65 0 159 52 74 17 0 143 17 42 47 0 106 23 66 7 1 97 505
04:30 PM 18 75 61 0 154 55 57 18 1 131 25 53 39 0 117 27 61 8 0 96 498
04:45 PM 25 68 88 0 181 30 61 23 1 115 55139 0 9529 61 6 0 96 487
Total Volume 82 277 288 1 648 207 272 81 2 562 70 216 162 0 448 108 235 26 1 370 2028
% App. Total 12.7 42.7 44.4 0.2 36.8 48.4 14.4 0.4 15.6 48.2 36.2 0 29.2 63.5 7 0.3
PHF .820 .923 .818 .250 .895 .739 .850 .880 .500 .812 .700 .771 .862 .000 .862 .931 .890 .813 .250 .954 .942
Cars 80 256 281 1 618 201 264 80 2 547 69 205 160 0 434 101 230 20 1 352 1951
% Cars 97.6 92.4 97.6 100 95.4 97.1 97.1 98.8 100 97.3 98.6 94.9 98.8 0 96.9 93.5 97.9 76.9 100 95.1 96.2
Heavy Vehicles 221 7 0 30 681015111 2 0 14 756018 77
% Heavy Vehicles 2.4 7.6 2.4 0 4.6 2.9 2.9 1.2 0 2.7 1.4 5.1 1.2 0 3.1 6.5 2.1 23.1 0 4.9 3.8
Orange Street Sparks Avenue Milestone Road Old South Road
Right
80
282
Thru
256
21277
Left
281
7288
U-Turn
1
01
InOut Total
426 618 1044 23 30 53
449 1097648
Right2016207Thru2648272Left80 181 U-Turn202OutTotalIn580 547 1127 13 15 28 593 1155 562 Left160
2162
Thru205
11216
Right69
170
U-Turn0
00
Out TotalIn
437 434 871 29 14 43
466 914 448Left20626Thru2305235Right101 7108 U-Turn101TotalOutIn504 352 856 12 18 30 516 886 370 Peak Hour Begins at 04:00 PM
CarsHeavy Vehicles
Peak Hour Data
North
PRECISION
DATA
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-5 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendix B-2:
Seasonal Adjustment Factors
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-6 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-7 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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Appendix B-3:
Fuel Truck AutoTurn Figures
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-8 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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x x x x x x x x x x xxxxxxxxxxxxxxxREVISIONREFERENCE DRAWINGSNO.P.E.No.DATE CKBYP.E.STAMPEDBYCOMPANYDATEAPPROVED BYAPPROVALCLIENTDRAWNSCALEAPPROVEDREVIEWEDCHECKEDDATEDESIGNEDREV.SKETCH PLANBULK FUEL STORAGE FACILITYNANTUCKET MASSACHUSETTSSK-1AAS NOTED 12/11/13TRCTRCTRCA REVISED LAYOUT PER COMMENTS 1/14/14 TRC TRCSteering AngleLock to Lock TimeArticulating AngleWB-65Trailer TrackTractor TrackTrailer WidthTractor Width19.504.00feet8.508.50:8.008.00:::0.003.0043.5015.0053.00:::6.028.470.0Lock to Lock TimeSUWidthTrackSteering Angle4.0020.00feet:::6.08.008.0031.8:30.00
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-9 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendix B-4:
Public Transportation
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-10 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-11 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
\\vhb\proj\Wat-EV\12472.00\reports\Bulk_Storage_Feasibility_Study_20140122.doc
Appendix B-5:
Vehicle Crash Data
Town of Nantucket Feasibility Study: Proposed Bulk Storage Facility
Nantucket Island
Appendix B: Traffic Data B-12 Prepared by Vanasse Hangen Brustlin, Inc. - 01/22/14
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ƵƌŝŶŐƚŚĞƐƵŵŵĞƌŽŶĞĂƌŐĞŽĨŽŝůŝƐƌĞƋƵŝƌĞĚŽŶĂǀĞƌĂŐĞ͘
ƵƌŝŶŐƚŚĞĨĂůůϮƚŽϯĂƌŐĞƐƉĞƌŵŽŶƚŚŵĂŬĞĚĞůŝǀĞƌŝĞƐƚŽƚŚĞƚĂŶŬĨĂƌŵ
dŽĐŽŶǀĞƌƚƚŽƚƌƵĐŬĚĞůŝǀĞƌŝĞƐǁŽƵůĚƌĞƋƵŝƌĞϮƚŽϯĚĞůŝǀĞƌŝĞƐƉĞƌďƵƐŝŶĞƐƐǁĞĞŬ͘
EŽ͘Ϯ,ĞĂƚŝŶŐKŝůdŚƌŽƵŐŚƉƵƚŝŶ'ĂůůŽŶƐƚƚŚĞ,ĂƌďŽƌ&ƵĞůdĂŶŬ&ĂƌŵEĂŶƚƵĐŬĞƚ;ƚLJƉŝĐĂůĂǀĞƌĂŐĞͿ
:ĂŶƵĂƌLJϮϬϬ͕ϬϬϬ
&ĞďƌƵĂƌLJϮϬϬ͕ϬϬϬ
DĂƌĐŚϮϬϬ͕ϬϬϬ
ƉƌŝůϮϬϬ͕ϬϬϬ
DĂLJϮϬϬ͕ϬϬϬ
:ƵŶĞϮϬϬ͕ϬϬϬ
:ƵůLJϬ
ƵŐƵƐƚϬ
^ĞƉƚĞŵďĞƌϰϬϬ͕ϬϬϬ
KĐƚŽďĞƌϰϬϬ͕ϬϬϬ
EŽǀĞŵďĞƌϰϬϬ͕ϬϬϬ
ĞĐĞŵďĞƌϰϬϬ͕ϬϬϬ
dKd>Ϯ͕ϴϬϬ͕ϬϬϬ;ƌĂŶŐĞϮ͕ϱϬϬ͕ϬϬϬƚŽϯ͕ϬϬϬ͕ϬϬϬͿ
ůůEŽ͘Ϯ,ĞĂƚŝŶŐKŝůŝƐďĞŝŶŐƚƌĂŶƐƉŽƌƚĞĚƚŽƚŚĞ/ƐůĂŶĚďLJĂƌŐĞ͘
ƵƌŝŶŐƚŚĞƐƵŵŵĞƌŽŶĞĂƌŐĞŽĨŽŝůŝƐƌĞƋƵŝƌĞĚŽŶĂǀĞƌĂŐĞ͘
ƵƌŝŶŐƚŚĞĨĂůůϮƚŽϯĂƌŐĞƐƉĞƌŵŽŶƚŚŵĂŬĞĚĞůŝǀĞƌŝĞƐƚŽƚŚĞƚĂŶŬĨĂƌŵ
dŽĐŽŶǀĞƌƚƚŽƚƌƵĐŬĚĞůŝǀĞƌŝĞƐǁŽƵůĚƌĞƋƵŝƌĞϮƚŽϯĚĞůŝǀĞƌŝĞƐƉĞƌďƵƐŝŶĞƐƐĚĂLJŝŶƚŚĞĨĂůů͘
/ŶĂĚĚŝƚŝŽŶƚŽƚŚĞĂďŽǀĞůŝƐƚĞĚĨƵĞůƐ>Žǁ^ƵůĨƵƌŝĞƐĞů;ŽĨĨͲƌŽĂĚͿĂŶĚ<ĞƌŽƐĞŶĞĂƌĞďƌŽƵŐŚƚƚŽƚŚĞ/ƐůĂŶĚ
ďLJƚĂŶŬĞƌƚƌƵĐŬĂƐŶĞĞĚĞĚ͘
dŚĞĨĂĐŝůŝƚLJŝƐŐŽŝŶŐƚŽƐƚĂƌƚƐĞůůŝŶŐŝŽ,ĞĂƚŚŽŵĞŚĞĂƚŝŶŐŽŝů͕ǁŚŝĐŚǁŝůůďĞďƌŽƵŐŚƚƚŽƚŚĞ/ƐůĂŶĚďLJ
ƚĂŶŬĞƌƚƌƵĐŬĂƐŶĞĞĚĞĚ͘hƐŝŶŐƚĂŶŬ^ͲϱƚŚĞLJǁŝůůŚĂǀĞĂŵĂdžŝŵƵŵŽĨϰϴ͕ϬϬϬŐĂůůŽŶƐŽĨƐƚŽƌĂŐĞŽŶ/ƐůĂŶĚ͘
dŚĞdĂŶŬĨĂƌŵŚĂƐƚŚĞŵĂdžŝŵƵŵƐƚŽƌĂŐĞĐĂƉĂĐŝƚLJĨŽƌ͗
ZĞŐƵůĂƌ'ĂƐŽůŝŶĞ Ϯϯϴ͕ϬϬϬŐĂůůŽŶƐ
WƌĞŵŝƵŵ'ĂƐŽůŝŶĞ ϭϲϰ͕ϬϬϬŐĂůůŽŶƐ
EŽ͘Ϯ,ĞĂƚŝŶŐKŝů ϯϲϲ͕ϬϬϬŐĂůůŽŶƐ
h>^ŝĞƐĞůϭϮϴ͕ϬϬϬŐĂůůŽŶƐ
dKd>ϴϵϲ͕ϬϬϬŐĂůůŽŶƐ
dŚŝƐƚŽƚĂůĚŽĞƐŶŽƚŝŶĐůƵĚĞƚŚĞϰϴ͕ϬϬϬŐĂůůŽŶŝŽ,ĞĂƚƚĂŶŬĂŶĚϭϬ͕ϬϬϬŐĂůůŽŶ<ĞƌŽƐĞŶĞƚĂŶŬ͕ǁŚŝĐŚĂƌĞ
ŶŽƚŝŶƵƐĞĂƚƚŚŝƐƚŝŵĞ͘
y/^d/E'
'ĂƐŽůŝŶĞ ůůdƌƵĐŬĞůŝǀĞƌŝĞƐ
DŽŶƚŚ ^ƚŽƌĂŐĞ džŝƐƚŝŶŐ
:ĂŶƵĂƌLJ ϭϳ͕ϮϱϮ Ϯ ϭ ϭ
&ĞďƌƵĂƌLJ ϭϮ͕ϲϯϯ Ϯ ϭ ϭ
DĂƌĐŚ ϯϴ͕ϲϯϯ ϰ ϭ ϭ
Ɖƌŝů ϴϮ͕ϭϮϴ ϴ Ϯ ϭ
DĂLJ ϰϭ͕ϰϭϯ ϰ ϭ ϭ
:ƵŶĞ ϲϲ͕Ϭϴϳ ϲ Ϯ ϭ
:ƵůLJ ϮϯϮ͕ϳϰϬ Ϯϭ ϲ Ϯ
ƵŐƵƐƚ ϮϮϵ͕ϵϰϴ ϮϬ ϱ ϭ
^ĞƉƚĞŵďĞƌ ϳϯ͕ϭϲϳ ϳ Ϯ ϭ
KĐƚŽďĞƌ ϯϰ͕ϳϮϮ ϯ ϭ ϭ
EŽǀĞŵďĞƌ ϰϮ͕ϯϭϵ ϰ ϭ ϭ
ĞĐĞŵďĞƌ Ϯϴ͕ϯϱϭ ϯ ϭ ϭ
dŽƚĂů ϰϬϮ͕ϬϬϬ ϴϵϵ͕ϯϵϯ ϴϰ Ϯϰ ϱ
Ϯϭ ϱ
WĞĂŬ͗EĞĞĚϮͲϯĚĞůŝǀĞƌLJƚƌƵĐŬƐƉĞƌďƵƐŝŶĞƐƐĚĂLJ͘
ŝĞƐĞů ůůĂƌŐĞĞůŝǀĞƌŝĞƐ
DŽŶƚŚ ^ƚŽƌĂŐĞ s Z'
:ĂŶƵĂƌLJ Ϯϱ͕ϬϬϬ ϭ
&ĞďƌƵĂƌLJ Ϯϱ͕ϬϬϬ ϭ
DĂƌĐŚ Ϯϱ͕ϬϬϬ ϭ
Ɖƌŝů ϱϬ͕ϬϬϬ ϭ
DĂLJ ϱϬ͕ϬϬϬ ϭ
:ƵŶĞ ϱϬ͕ϬϬϬ ϭ
:ƵůLJ Ϭ Ϭ
ƵŐƵƐƚ Ϭ Ϭ
^ĞƉƚĞŵďĞƌ ϭϬϬ͕ϬϬϬ ϮƚŽϯ
KĐƚŽďĞƌ ϭϬϬ͕ϬϬϬ ϮƚŽϯ
EŽǀĞŵďĞƌ ϱϬ͕ϬϬϬ ϭ
ĞĐĞŵďĞƌ ϱϬ͕ϬϬϬ ϭ
dŽƚĂů ϭϮϴ͕ϬϬϬ ϱϮϱ͕ϬϬϬ ϭϭ
WĞĂŬ͗
ηŽĨ
ĂƌŐĞƐ
ηŽĨ
dƌƵĐŬƐ
ηŽĨ
dƌƵĐŬƐͬǁĞĞŬ
ηŽĨ
dƌƵĐŬƐͬĚĂ
,ĞĂƚŝŶŐKŝů ůůĂƌŐĞĞůŝůůĂƌŐĞĞůŝǀĞƌŝĞƐ
DŽŶƚŚ ^ƚŽƌĂŐĞ s Z'
:ĂŶƵĂƌLJ ϮϬϬ͕ϬϬϬ ϭƚŽϮ
&ĞďƌƵĂƌLJ ϮϬϬ͕ϬϬϬ ϭƚŽϮ
DĂƌĐŚ ϮϬϬ͕ϬϬϬ ϭƚŽϮ
Ɖƌŝů ϮϬϬ͕ϬϬϬ ϭƚŽϮ
DĂLJ ϮϬϬ͕ϬϬϬ ϭƚŽϮ
:ƵŶĞ ϮϬϬ͕ϬϬϬ ϭƚŽϮ
:ƵůLJ Ϭ Ϭ
ƵŐƵƐƚ Ϭ Ϭ
^ĞƉƚĞŵďĞƌ ϰϬϬ͕ϬϬϬ ϮƚŽϯ
KĐƚŽďĞƌ ϰϬϬ͕ϬϬϬ ϮƚŽϯ
EŽǀĞŵďĞƌ ϰϬϬ͕ϬϬϬ ϮƚŽϯ
ĞĐĞŵďĞƌ ϰϬϬ͕ϬϬϬ ϮƚŽϯ
dŽƚĂů ϯϲϲ͕ϬϬϬ Ϯ͕ϴϬϬ͕ϬϬϬ ϭϰͲϮϰ
WĞĂŬ͗
ĚĚŝƚŝŽŶĂů'ĂƐŽůŝŶĞĚĞůŝǀĞƌĞĚĚŝƌĞĐƚůLJƚŽ^ƚĂƚŝŽŶƐ ůůdƌƵĐŬĞůŝǀĞƌŝĞƐ
DŽŶƚŚ ^ƚŽƌĂŐĞ džŝƐƚŝŶŐ
:ĂŶƵĂƌLJ Ϯϴ͕ϴϬϬ ϯ ϭ ϭ
&ĞďƌƵĂƌLJ Ϯϭ͕ϭϬϬ Ϯ ϭ ϭ
DĂƌĐŚ ϲϰ͕ϰϬϬ ϲ Ϯ ϭ
Ɖƌŝů ϭϯϳ͕ϬϬϬ ϭϮ ϯ ϭ
DĂLJ ϲϵ͕ϭϬϬ ϲ Ϯ ϭ
:ƵŶĞ ϭϭϬ͕ϮϬϬ ϭϬ ϯ ϭ
:ƵůLJ ϯϴϴ͕ϮϬϬ ϯϰ ϵ Ϯ
ƵŐƵƐƚ ϯϴϯ͕ϱϬϬ ϯϰ ϵ Ϯ
^ĞƉƚĞŵďĞƌ ϭϮϮ͕ϬϬϬ ϭϭ ϯ ϭ
KĐƚŽďĞƌ ϱϳ͕ϵϬϬ ϱ Ϯ ϭ
EŽǀĞŵďĞƌ ϳϬ͕ϲϬϬ ϳ Ϯ ϭ
ĞĐĞŵďĞƌ ϰϳ͕ϯϬϬ ϱ Ϯ ϭ
dŽƚĂů EŽŶĞ ϭ͕ϱϬϬ͕ϬϬϬ ϭϯϱ ϯϰ ϳ
Ϭ
WĞĂŬ͗EĞĞĚϮͲϯĚĞůŝǀĞƌLJƚƌƵĐŬƐƉĞƌďƵƐŝŶĞƐƐĚĂLJ
ηŽĨ
ĂƌŐĞƐ
ηŽĨ
dƌƵĐŬƐ
ηŽĨ
dƌƵĐŬƐͬǁĞĞŬ
ηŽĨ
dƌƵĐŬƐͬĚĂ
ĚĚŝƚŝŽŶĂů,ĞĂƚŝŶŐKŝů ůůdƌƵĐŬĞůŝǀĞƌŝĞƐ
DŽŶƚŚ ^ƚŽƌĂŐĞ džŝƐƚŝŶŐ
:ĂŶƵĂƌLJ ϯϳ͕ϭϬϬ ϰ ϭ ϭ
&ĞďƌƵĂƌLJ ϯϳ͕ϭϬϬ ϰ ϭ ϭ
DĂƌĐŚ ϯϳ͕ϭϬϬ ϰ ϭ ϭ
Ɖƌŝů ϯϳ͕ϭϬϬ ϰ ϭ ϭ
DĂLJ ϯϳ͕ϭϬϬ ϰ ϭ ϭ
:ƵŶĞ ϯϳ͕ϭϬϬ ϰ ϭ ϭ
:ƵůLJ Ϭ ϬϬϬ
ƵŐƵƐƚ Ϭ ϬϬϬ
^ĞƉƚĞŵďĞƌ ϳϰ͕ϯϬϬ ϴ Ϯ ϭ
KĐƚŽďĞƌ ϳϰ͕ϯϬϬ ϴ Ϯ ϭ
EŽǀĞŵďĞƌ ϳϰ͕ϯϬϬ ϴ Ϯ ϭ
ĞĐĞŵďĞƌ ϳϰ͕ϯϬϬ ϴ Ϯ ϭ
dŽƚĂů ϱϮϬ͕ϬϬϬ ϱϮ ϭϯ ϯ
WĞĂŬ͗EĞĞĚϮͲϯĚĞůŝǀĞƌLJƚƌƵĐŬƐƉĞƌďƵƐŝŶĞƐƐĚĂLJ
ηŽĨ
dƌƵĐŬƐ
ηŽĨ
dƌƵĐŬƐͬǁĞĞŬ
ηŽĨ
dƌƵĐŬƐͬĚĂ
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