Date: August 3, Project #:

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5 To: Mr. Warren Nighan Total Athletics 128 Devon Lane Marston Mills, Massachusetts From: Randall C. Hart, Director of Transportation Planning & Engineering Kathleen Keen, EIT Date: August 3, 2016 Project #: Re: Pre Development of Regional Impact Assessment Proposed Total Athletics Hyannis, Massachusetts Introduction Vanasse Hangen Brustlin, Inc. (VHB) is preparing to submit a Development of Regional Impact (DRI) report for the proposed development of a sports complex (the Project ) located along Merchant s Way in Hyannis, Massachusetts. The site currently vacant and the proposed project would involve the construction of an approximately 91,047 square foot (sf) building housing an indoor turf field and ice skating rink, and an outdoor sports field. Prior to the formal submittal process, VHB would like to request that the Cape Cod Commission (CCC) provide review and comment on several key components associated with the Traffic Impact and Access Study (TIAS) that will be prepared for the Project. The components include background traffic conditions, seasonal adjustment factors, Project trip generation, Project trip distribution, definition of study area intersections, and the Trip Reduction Requirement for the Project. Details of the mitigation responsibilities will need to be discussed with the CCC upon completion of the TIAS. The following text represents our analysis of each of the TIAS components described above. Seasonal Adjustment Factors Traffic counts for the proposed project will be conducted in August of Comparison of traffic count data with historic seasonal data available from the Cape Cod Traffic Counting Report 2014 indicated that August traffic counts represent peak summer season conditions. The CCC Seasonal Adjustment Factors are provided in the Attachments. Background Traffic Conditions Historic Growth VHB conducted research to determine the historic growth rate for traffic in this area as well as other planned developments that may affect traffic within the study area for the proposed project. Based on information contained in the Cape Cod 2015 Traffic Counting Report, traffic has increased at a rate of 0.01 percent per year Cape-wide over the last ten years ( ). The Town of Barnstable is considered to be part of the Mid Cape region, in which traffic decreased at a rate of 0.37-percent per year between 2005 and To provide a conservative analysis, a background growth rate of 0.5 percent per year will be applied. The historic growth data provided in the Cape Cod 2015 Traffic Counting Report is contained in the Attachments. Site-Specific Growth In addition to the historic traffic growth, VHB contacted representatives of the Town of Barnstable and the CCC to identify any other development projects planned within the vicinity of the site. Based on these discussions, the following development projects are proposed that would affect traffic volumes in the vicinity of the site: \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx 101 Walnut Street PO Box 9151 Watertown, MA P

6 Ref: August 3, 2016 Page 2 BJ s Expansion: The proposed project consists of the construction of an additional 19,438 sf of retail space at the existing BJ s Wholesale Club site located off Attucks Lane. The Village at Barnstable: This project consists of the construction of a retirement community containing 340 independent housing units, a 40-unit assisted living/memory-care facility, and a 41-bed nursing facility to be located on Independence Drive. Chick-Fil-A: This project consists of the construction of a 5,219 sf Chick-Fil-A restaurant with a drive-through to be located off of Enterprise Road in Hyannis. Barnstable Municipal Airport Improvement Project: The proposed improvements to the airport consist of the construction of 210,000 sf general aviation space/corporate hangers and improvements to the taxiways and apron of the airfields. As shown in the 2010 DRI Modification filing, the current phase of the airport improvements are not expected to generate any additional vehicles trips and therefore the Town did not require a traffic study. Cape Cod Five Cents Savings Bank: The proposed project consists of the construction of an approximately 75,000 sf office building and a 2,000 sf bank branch with a drive-through window to be located on Route 132 (Iyannough Road). A traffic study for the proposed project has not been submitted yet, therefore trips generated for the proposed project are estimated based on the most up-to-date information available. Office Redevelopment: The proposed project consists of the construction of an approximately 24,000 sf office building located at 10 Attucks Lane. A traffic study for the proposed project has not been submitted yet, therefore trips generated for the proposed project are estimated based on the most up-to-date information available. Wilkens Medical Complex: This project consists of the construction of a 263,100 sf ambulatory/outpatient campus to be located off of Attucks Lane and Kidd s Hill Road. A traffic study for the proposed project has not been submitted yet, therefore trips generated for the proposed project are estimated based on the most up-to-date information available. Days Inn Redevelopment: The former Days Inn Hotel located along Route 132 just north of the Cape Cod Mall recently underwent a redevelopment/renovation. As part of the project, the site became a 125 room Marriot Fairfield Inn & Suites facility. Traffic generated by the project will be included in the study area traffic counts. Therefore the project is mentioned for informational purposes only. Future Roadway Conditions Another factor affecting background traffic conditions is the implementation of roadway improvements in the area. Based on discussions with the Town of Barnstable, there are no roadway improvement projects within the vicinity of the project site. Project Trip Generation The proposed project would involve the construction of an approximately 91,047 sf building housing an indoor turf field, an ice skating rink, various other indoor sports activities, and an outdoor sports field. To estimate the sitegenerated traffic, VHB collected empirical count data at four facilities located in eastern Massachusetts that have similar characteristics to the proposed Total Athletics facility. The four facilities include: \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

7 Ref: August 3, 2016 Page 3 The Edge Sports Center, Bedford, Massachusetts Teamworks, Somerset, Massachusetts Teamworks, Northborough, Massachusetts JunglePlex, Plymouth, Massachusetts VHB met with the transportation staff of the Cape Cod Commission (CCC) to discuss collecting empirical data at the four facilities in the region. CCC staff was generally receptive to this approach. VHB conducted 24-hour automatic traffic recorder (ATR) counts at the driveway(s) of the four facilities identified above on Thursday, May 5, 2016 and Saturday, May 7, The count data is included in the Attachments to this memorandum. In addition, a table summarizing the activities provided at each facility is included in the Attachments. Based on the count data collected, VHB developed traffic generation rates for each site as well as an average rate, consistent with the methodology outlined in the Institute of Transportation Engineers (ITE) publication Trip Generation Handbook, 3 rd Edition 1. Table 1 summarizes the empirical traffic generation rates. 1 Trip Generation Handbook, 3rd Edition, Institute of Transportation Engineers, Washington D.C., August \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

8 Ref: August 3, 2016 Page 4 Table 1 Empirical Trip Generation Summary The Edge Teamworks Teamworks JunglePlex Time Period Direction Bedford Somerset Northborough Plymouth Average Weekday Daily Enter Exit Total Weekday Morning Enter Exit Total Weekday Evening Enter Exit Total Saturday Daily Enter Exit Total Saturday Midday Enter Exit Total Source: Empirical count data collected at the facility driveway(s) on Thursday, May 5, 2016 and Saturday, May 7, Based on the data collected and presented in Table 1, VHB estimated site-generated traffic generation for the proposed Total Athletics facility. Table 2 summarizes the estimated vehicle trips for the proposed Total Athletics. \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

9 Ref: August 3, 2016 Page 5 Table 2 Proposed Project Trip Generation New Time Period Direction Trips a Weekday Daily Enter 561 Exit 561 Total 1,122 Weekday Morning Enter 18 Exit 18 Total 36 Weekday Evening Enter 98 Exit 87 Total 185 Saturday Daily Enter 508 Exit 508 Total 1,016 Saturday Midday Enter 113 Exit 85 Total 198 a Based on average empirical trip rates from Table 1 As shown in Table 2, the proposed project is expected to result in a total of 1,122 new trips (561 entering/561 exiting) on a typical weekday, with 36 new vehicle trips (18 entering/18 exiting) during the weekday morning peak hour, and 185 new vehicle trips (98 entering/87 exiting) during the weekday evening peak hour. The proposed project is expected to result in a total of 1,016 new trips (508 entering/508 exiting) on a typical Saturday, with 198 new vehicle trips (113 entering/85 exiting) during the Saturday midday peak hour. Given the minimal trip generation during the weekday morning peak hour, the traffic study to be prepared for the Project will only include analysis of the weekday evening and Saturday midday peak hours. \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

10 Ref: August 3, 2016 Page 6 Trip Distribution The directional distribution of traffic approaching and departing the Project is a function of several variables: population densities, existing travel patterns, and the efficiency of the roadways leading to the site. The trip distribution for the Project was developed based on U.S. Census data for Cape Cod. Refer to the Attachments for the trip distribution calculations as well as a map illustrating the distribution of the weekday morning, weekday evening, and Saturday midday peak hour project trips. The anticipated trip distribution is summarized in Table 3. Table 3 Proposed Project Trip Distribution Direction (To/From) Travel Route Percent Assigned to Route West Route 6 14% West Route 132 7% West Shootflying Hill Road 2% West Route 28 13% West Route 6A 3% East Route 6 38% East Route 28 5% South Phinney s Lane 2% South Pitchers Way 8% South Bearses Way 8% Total 100% Study Area Based on a review of the anticipated trip generation and trip distribution for the proposed project, a study area was established. The study area was established also in part based on a review of the RPP and the RPP Functional Classification of Cape Cod Roadways Map. Using this approach, the project study area will include the following 9 intersections: Route 132 (Iyannough Road) at Route 6 Eastbound Ramps Route 132 (Iyannough Road) at Shootflying Hill Road Route 132 (Iyannough Road) at Attucks Lane Route 132 (Iyannough Road) at Independence Drive Phinney s Lane at Attucks Lane Phinney s Lane at Kidd s Hill Road \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

11 Ref: August 3, 2016 Page 7 Independence Drive at Attucks Lane Independence Drive at Kidd s Hill Road Willow Street at Route 6 Westbound Ramps In addition to the 9 study area intersections, the study area will include the following 7 roadway links: Route 132 (Iyannough Road) between Route 6 Eastbound Ramps and Shootflying Hill Road Route 132 (Iyannough Road) between Shootflying Hill Road and Attucks Lane Route 132 (Iyannough Road) between Attucks Lane and Independence Drive Phinney s Lane between Attucks Lane and Kidd s Hill Road Independence Drive between Route 132 (Iyannough Road) and Attucks Lane Independence Drive between Attucks Lane and Kidd s Hill Road Kidd s Hill Road between Phinney s Lane and Independence Drive Trip Reduction Requirement VHB has conducted a preliminary assessment of one of the more critical mitigation requirements of the RPP. An evaluation was conducted for the requirements of RPP Minimum Performance Standard (MPS) TR2.1, which states, DRIs located outside Growth Incentive Zones or Economic Centers, or DRIs in towns without designated Economic Centers shall implement adequate and acceptable measures to reduce and/or offset 25 percent of the expected increase in site traffic resulting from the DRI on a daily basis. Daily Trip Reduction The Proponent is committed to implementing a Transportation Demand Management (TDM) program. The details of the TDM program will be presented in the formal DRI report and will most likely include (but not be limited to) bike racks, shower and locker facilities, incentives for carpooling, and shuttles to and from nearby hotels. One important component of the Project, which will have TDM benefits, is the inclusion of a restaurant within the building which will reduce the need for employees, parents, and athletes to leave the site to eat meals. In addition, the proposed project is expected to significantly shorten existing traffic trips and travel times for access to a substantial sports complex. Much of this activity today requires parents and athletes to drive off cape to gain access to similar facilities and programs. With the proposed project in place, most of these people will no longer need to travel a great distance through congested areas such as the Sagamore and Bourne Bridges. This is expected to be a major benefit of the project with substantial trip reduction possibilities for the region. VHB will continue to explore the extent to which this is likely to happen and provide some detailed evaluation in the traffic work to be presented. VHB will work with the Proponent to develop additional TDM measures to maximize the trip reduction potential. Table 4 summarizes the preliminary Trip Reduction requirements for the proposed project. \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

12 Ref: August 3, 2016 Page 8 Table 4 Trip Reduction Requirement Calculation Daily Trip Generation a 25% Reduction Requirement 1, a vpd = vehicles per day As shown in Table 4, the 25-percent Trip Reduction Requirement for the proposed project was calculated to be 281 vehicle trips for the proposed project. At this time, VHB and the Proponent are exploring options to maximize the effectiveness of any potential TDM measures the extent possible and will coordinate with the CCC regarding additional potential TDM opportunities. Conclusion Based on the critical elements outlined in this document, we respectfully request that the CCC review the inputs and methodology outlined prior to finalization of the Traffic Impact and Access Study. We are happy to meet with you or provide any additional information that may be required to assist in your review of this material. \\mawatr\ts\ \docs\memos\pre-dri\pre-dri_draft_ docx

13 Attachments Seasonal Adjustment Factors Historic Traffic Growth Empirical Traffic Count Data Facility Summary Trip Distribution and Site-Generated Trips Attachments

14 Attachments Seasonal Adjustment Factors

15 Table 5: Monthly Adjustment Factors for Cape Cod Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011* Source: Massachusetts Highway Department / Mass DOT *2011 is the last year that MassDOT has supplied monthly adjustment factors 2015 Traffic Counting Report Page 17

16 Attachments Historic Traffic Growth

17 7.2. CAPE-WIDE TRAFFIC The ten-year period between 2005 and 2015 was the first since that showed ten year positive growth of 0.01% was the first year the Cape Cod Commission s Traffic Counting Program had sufficient data to run a ten-year analysis (since the program began in 1984), and this period had almost 15% growth. Between 2002 and 2007, traffic volume changes during overlapping 10-year periods have been increasing, albeit at a slower pace each year. Between 2007 and 2014, traffic showed a negative ten-year growth. In 2009, we see the most severe 10-year drop in traffic volumes since the CCC has been keeping track of the statistic (-9.05%). While one may be tempted to assume this means traffic has decreased in 2009 since 2008, it is important to remember that the 10-year period ending in 2008 includes comparisons beginning with 1998 a year that had significantly lower traffic volumes than the year volumes are included in the 10- year analysis for , and contribute to the 10-year decline for the period. Cape-wide traffic actually increased from 2008 to 2009 by 4.51% Percent Change Figure 7: Percentage Change for 10-Year Periods Page Traffic Counting Report

18 The following table shows the growth rates for various sub-regions and roads of Cape Cod over a 10-year period. The average annual growth rate between 2005 and 2015 is 0.01% for all of Cape Cod. From 2005 to 2015 the Mid and Lower Cape showed negative 10-year annual growth and the Upper Cape and Outer Cape showed positive growth. The highest positive one-year growth was shown in the Outer Cape. The comparison however suggests that this trend may be reversing in the Mid- Cape as positive traffic growth observed in all regions except for the Lower Cape Table 8: Cape Cod Summer Traffic Growth by Subregion Region* Number of Comparisons** 10-Year Total Growth 10-Year Annual Average Growth Rate One-Year Growth Rate Upper Cape % 0.39% 1.35% Mid-Cape % -0.37% 2.59% Lower Cape % -0.26% -0.56% Outer Cape % 0.68% 12.02% All Roads % 0.01% 1.58% *Upper = Bourne, Sandwich, Falmouth, Mashpee Mid = Barnstable, Yarmouth, Dennis Lower = Harwich, Chatham, Brewster, Orleans Outer = Eastham, Wellfleet, Truro, Provincetown ** Corresponds to ten-year analysis only In regards to the modest traffic volume change from 2005 to 2015, it is unclear what is responsible for the stagnation. The Cape-wide population has shown a moderate decline during a portion this time period (see following table), and conventional trip generators (commercial establishments, residences, etc.) have not been reduced Traffic Counting Report Page 27

19 Table 9: Barnstable County Population Estimate % Change Population 186, , , % Source: U.S. Census Bureau, Census 2010, Census 2000, Census Figure 8: Sub regions 10-year Average Annual Growth Rate (%) Page Traffic Counting Report

20 Attachments Empirical Traffic Count Data

21 Client: Engineer: Site Code: Date: PDI Job Number: City, State: VHB K. Keen Thurs 5/5 and Sat 5/7/ Somerset, MA

22 Team Works Driveway east of Lees River Avenue City, State: Somerset, MA 46 Morton Street, Framingham, MA ATR-D Volume Start EB WB Combin 05-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 63.4% 48.8% 36.6% 51.2% Day Total :15-04:30-10:30-06:15-10:00-06: Vol P.H.F Page 1

23 Team Works Driveway east of Lees River Avenue City, State: Somerset, MA 46 Morton Street, Framingham, MA ATR-D Volume Start EB WB Combin 07-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 56.4% 47.3% 43.6% 52.7% Day Total :15-04:30-10:15-00:45-10:15-00: Vol P.H.F Page 3

24 Team Works Driveway east of Lees River Avenue City, State: Somerset, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-D Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 99.3% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 09:00 09:00 Vol PM 17:00 12:00 17:00 Vol Page 1

25 Team Works Driveway east of Lees River Avenue City, State: Somerset, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-D Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 11:00 Vol PM 17:00 17:00 Vol Page 3

26 Team Works Driveway east of Lees River Avenue City, State: Somerset, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-D Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 99.3% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 10:00 10:00 Vol PM 18:00 12:00 18:00 Vol Page 4

27 Team Works Driveway east of Lees River Avenue City, State: Somerset, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-D Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 11:00 Vol PM 13:00 13:00 Vol Page 6

28 Client: Engineer: Site Code: Date: PDI Job Number: City, State: VHB K. Keen Thurs 5/5 and Sat 5/7/ Bedford, MA

29 Edge Sports Center (West Driveway) north of Hartwell Road City, State: Bedford, MA 46 Morton Street, Framingham, MA ATR-A Volume Start NB Combin 05-May- SB (Exit) (Enter) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 48.4% 27.3% 51.6% 72.7% Day Total :45-07:15-07:45-01:00-07:45-00: Vol P.H.F Page 1

30 Edge Sports Center (West Driveway) north of Hartwell Road City, State: Bedford, MA 46 Morton Street, Framingham, MA ATR-A Volume Start NB Combin 07-May- SB (Exit) (Enter) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 50.0% 47.4% 50.0% 52.6% Day Total :15-02:45-10:00-03:30-10:00-03: Vol P.H.F Page 3

31 Edge Sports Center (West Driveway) north of Hartwell Road City, State: Bedford, MA NB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-A Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.8% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 10:00 11:00 Vol PM 20:00 20:00 Vol Page 1

32 Edge Sports Center (West Driveway) north of Hartwell Road City, State: Bedford, MA NB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-A Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 09:00 09:00 Vol. 1 1 PM 15:00 15:00 Vol Page 3

33 Edge Sports Center (West Driveway) north of Hartwell Road City, State: Bedford, MA SB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-A Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 96.5% 2.9% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 08:00 11:00 09:00 08:00 Vol PM 13:00 18:00 13:00 Vol Page 4

34 Edge Sports Center (West Driveway) north of Hartwell Road City, State: Bedford, MA SB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-A Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 10:00 10:00 Vol. 2 2 PM 16:00 16:00 Vol Page 6

35 Edge Sports Center (Center Driveway) north of Hartwell Road City, State: Bedford, MA 46 Morton Street, Framingham, MA ATR-B Volume Start NB Combin 05-May- SB (Exit) (Enter) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 81.7% 64.4% 18.3% 35.6% Day Total :00-02:45-07:30-10:15-11:00-02: Vol P.H.F Page 1

36 Edge Sports Center (Center Driveway) north of Hartwell Road City, State: Bedford, MA 46 Morton Street, Framingham, MA ATR-B Volume Start NB Combin 07-May- SB (Exit) (Enter) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 75.0% 75.2% 25.0% 24.8% Day Total :00-03:45-08:30-05:45-10:00-03: Vol P.H.F Page 3

37 Edge Sports Center (Center Driveway) north of Hartwell Road City, State: Bedford, MA NB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-B Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 97.0% 2.5% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 11:00 08:00 11:00 Vol PM 20:00 18:00 20:00 Vol Page 1

38 Edge Sports Center (Center Driveway) north of Hartwell Road City, State: Bedford, MA NB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-B Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 10:00 10:00 Vol. 2 2 PM 16:00 16:00 Vol Page 3

39 Edge Sports Center (Center Driveway) north of Hartwell Road City, State: Bedford, MA SB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-B Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 97.8% 2.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 07:00 10:00 07:00 Vol PM 22:00 22:00 Vol Page 4

40 Edge Sports Center (Center Driveway) north of Hartwell Road City, State: Bedford, MA SB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-B Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 09:00 09:00 Vol. 1 1 PM 17:00 17:00 Vol Page 6

41 Edge Sports Center (East Driveway) north of Hartwell Road City, State: Bedford, MA 46 Morton Street, Framingham, MA ATR-C Volume Start NB Combin 05-May- SB (Exit) (Enter) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent % 47.6% 0.0% 52.4% Day Total :45-08: :00-10:45-08: Vol P.H.F Page 1

42 Edge Sports Center (East Driveway) north of Hartwell Road City, State: Bedford, MA 46 Morton Street, Framingham, MA ATR-C Volume Start NB Combin 07-May- SB (Exit) (Enter) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 62.5% 40.4% 37.5% 59.6% Day Total :30-03:30-08:30-05:15-08:30-03: Vol P.H.F Page 3

43 Edge Sports Center (East Driveway) north of Hartwell Road City, State: Bedford, MA NB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-C Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.7% 1.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 11:00 Vol. 2 2 PM 20:00 15:00 20:00 Vol Page 1

44 Edge Sports Center (East Driveway) north of Hartwell Road City, State: Bedford, MA NB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-C Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 00:00 00:00 Vol. 1 1 PM 14:00 14:00 Vol Page 3

45 Edge Sports Center (East Driveway) north of Hartwell Road City, State: Bedford, MA SB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-C Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.8% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Vol. PM 22:00 16:00 22:00 Vol Page 4

46 Edge Sports Center (East Driveway) north of Hartwell Road City, State: Bedford, MA SB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-C Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 02:00 02:00 Vol. 1 1 PM 17:00 17:00 Vol Page 6

47 Client: Engineer: Site Code: Date: PDI Job Number: City, State: VHB K. Keen Thurs 5/5 and Sat 5/7/ Northboro, MA

48 Teamworks Driveway east of Otis Street City, State: Northborough, MA 46 Morton Street, Framingham, MA ATR-E Volume Start EB WB Combin 05-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 77.6% 49.9% 22.4% 50.1% Day Total :00-06:15-10:30-09:30-11:00-07: Vol P.H.F Page 1

49 Teamworks Driveway east of Otis Street City, State: Northborough, MA 46 Morton Street, Framingham, MA ATR-E Volume Start EB WB Combin 07-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 64.6% 46.2% 35.4% 53.8% Day Total :15-06:30-10:15-07:30-10:15-06: Vol P.H.F Page 3

50 Teamworks Driveway east of Otis Street City, State: Northborough, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-E Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.8% 1.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 08:00 11:00 Vol PM 18:00 19:00 15:00 18:00 Vol Page 1

51 Teamworks Driveway east of Otis Street City, State: Northborough, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-E Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 10:00 10:00 Vol PM 19:00 19:00 Vol Page 3

52 Teamworks Driveway east of Otis Street City, State: Northborough, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-E Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.7% 1.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 00:00 11:00 11:00 Vol PM 23:00 19:00 15:00 23:00 Vol Page 4

53 Teamworks Driveway east of Otis Street City, State: Northborough, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-E Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 11:00 Vol PM 19:00 19:00 Vol Page 6

54 Client: Engineer: Site Code: Date: PDI Job Number: City, State: VHB K. Keen Thurs 5/5 and Sat 5/7/ Plymouth, MA

55 JunglePlex North Driveway east of Natalie Way City, State: Plymouth, MA 46 Morton Street, Framingham, MA ATR-F Volume Start EB WB Combin 05-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 31.3% 26.3% 68.8% 73.7% Day Total :15-04:30-08:15-05:15-08:15-05: Vol P.H.F Page 1

56 JunglePlex North Driveway east of Natalie Way City, State: Plymouth, MA 46 Morton Street, Framingham, MA ATR-F Volume Start EB WB Combin 07-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 42.9% 38.4% 57.1% 61.6% Day Total :15-03:15-11:00-04:45-11:00-03: Vol P.H.F Page 3

57 JunglePlex North Driveway east of Natalie Way City, State: Plymouth, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-F Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 99.2% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 07:00 07:00 Vol. 9 9 PM 17:00 19:00 17:00 Vol Page 1

58 JunglePlex North Driveway east of Natalie Way City, State: Plymouth, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-F Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 09:00 09:00 Vol. 5 5 PM 15:00 15:00 Vol Page 3

59 JunglePlex North Driveway east of Natalie Way City, State: Plymouth, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-F Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 99.2% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 07:00 11:00 07:00 Vol PM 17:00 13:00 17:00 Vol Page 4

60 JunglePlex North Driveway east of Natalie Way City, State: Plymouth, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-F Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.8% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 08:00 11:00 Vol PM 17:00 17:00 Vol Page 6

61 JunglePlex South Driveway east of Natalie Way City, State: Plymouth, MA 46 Morton Street, Framingham, MA ATR-G Volume Start EB WB Combin 05-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Thu 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 87.3% 78.4% 12.7% 21.6% Day Total :00-05:15-08:30-08:15-07:00-04: Vol P.H.F Page 1

62 JunglePlex South Driveway east of Natalie Way City, State: Plymouth, MA 46 Morton Street, Framingham, MA ATR-G Volume Start EB WB Combin 07-May- (Enter) (Exit) ed 16 Time A.M. P.M. A.M. P.M. A.M. P.M. Sat 12: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Total Percent 75.0% 47.2% 25.0% 52.8% Day Total :15-03:00-10:30-04:30-09:15-03: Vol P.H.F Page 3

63 JunglePlex South Driveway east of Natalie Way City, State: Plymouth, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-G Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 99.4% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 07:00 11:00 07:00 Vol PM 17:00 14:00 17:00 Vol Page 1

64 JunglePlex South Driveway east of Natalie Way City, State: Plymouth, MA EB (Enter) Start Medium Large 46 Morton Street, Framingham, MA ATR-G Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 98.8% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 09:00 08:00 09:00 Vol PM 15:00 15:00 Vol Page 3

65 JunglePlex South Driveway east of Natalie Way City, State: Plymouth, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-G Class Time Cars Heavy Heavy Total 05/05/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 07:00 07:00 Vol. 4 4 PM 21:00 21:00 Vol Page 4

66 JunglePlex South Driveway east of Natalie Way City, State: Plymouth, MA WB (Exit) Start Medium Large 46 Morton Street, Framingham, MA ATR-G Class Time Cars Heavy Heavy Total 05/07/ : : : : : : : : : : : PM : : : : : : : : : : : Total Percent 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM 11:00 11:00 Vol. 9 9 PM 12:00 12:00 Vol Page 6

67 Attachments Facility Summary

68 Sports Facility Summary Facility Summary Details Proposed Total Athletics The Edge - Bedford Team Works - Somerset Team Works - Northborough Jungle Plex - Plymouth Size 1st Floor - 72,141 SF 2nd floor - 18,906 SF 75,000 SF 50,000 SF 70,000 SF 60,000 SF Indoor Uses: Hockey (Rinks) 1 (85 X 200 feet) Fields (type/#) 1 (60X40 yds, Turf) 1 (Turf) 3 (Turf) 3 (Turf) 3 (Turf) Consessions Yes Yes Yes No Yes Resturant/Bar Yes No No Yes Yes Health Club Yes Yes No No No Kids Zone Yes No No Yes DayCare & Playground B-Day Party Room Yes Yes Yes (2) Yes Yes Out-Door Uses: Fields (type/#) 1 (60X110 yds, Turf) 2 (1 Enclosed for winter use)(turf) 0 1 (Turf) 0 Out Door Attractions No No 0 Climbing Tower, Rope Course, Pool 0

69 Attachments Trip Distribution and Site-Generated Trips

70 Trip Distribution Residence State/U.S. Island Area/Foreign Country County MCD Percent Cumulative Rte 28/132 to/from the east Rte 132 to/from the west Independence Dr to/from the north Phinney's Ln to/from the north Phinney's Ln to/from the south Pitchers Way to/from the south Bearses Way to/from the Rte 28/132 to/from the east Rte 132 to/from the west Independence Dr to/from the north Count of Total Total south Total CHECK Total Massachusetts Barnstable County Barnstable Town city 45, % 21.0% 15% 20% 15% 20% 15% 15% 100% 3.2% 4.2% 0.0% 3.2% 4.2% 3.2% 3.2% 21.0% Massachusetts Barnstable County Falmouth town 31, % 35.7% 50% 25% 25% 100% 0.0% 0.0% 0.0% 0.0% 7.3% 3.7% 3.7% 14.6% Massachusetts Barnstable County Yarmouth town 24, % 46.7% 30% 40% 30% 100% 3.3% 0.0% 4.4% 3.3% 0.0% 0.0% 0.0% 11.1% Massachusetts Barnstable County Sandwich town 20, % 56.2% 100% 100% 0.0% 9.5% 0.0% 0.0% 0.0% 0.0% 0.0% 9.5% Massachusetts Barnstable County Bourne town 19, % 65.2% 100% 100% 0.0% 9.0% 0.0% 0.0% 0.0% 0.0% 0.0% 9.0% Massachusetts Barnstable County Dennis town 14, % 71.9% 10% 50% 20% 20% 100% 0.7% 3.3% 1.3% 1.3% 0.0% 0.0% 0.0% 6.7% Massachusetts Barnstable County Mashpee town 13, % 78.3% 50% 25% 25% 100% 0.0% 0.0% 0.0% 0.0% 3.2% 1.6% 1.6% 6.4% Massachusetts Barnstable County Harwich town 12, % 83.9% 60% 40% 100% 3.4% 2.3% 0.0% 0.0% 0.0% 0.0% 0.0% 5.7% Massachusetts Barnstable County Brewster town 9, % 88.5% 10% 50% 20% 20% 100% 0.5% 2.3% 0.9% 0.9% 0.0% 0.0% 0.0% 4.5% Massachusetts Barnstable County Chatham town 6, % 91.3% 60% 40% 100% 1.7% 1.1% 0.0% 0.0% 0.0% 0.0% 0.0% 2.9% Massachusetts Barnstable County Orleans town 5, % 94.1% 10% 50% 20% 20% 100% 0.3% 1.4% 0.5% 0.5% 0.0% 0.0% 0.0% 2.7% Massachusetts Barnstable County Eastham town 5, % 96.4% 10% 50% 20% 20% 100% 0.2% 1.2% 0.5% 0.5% 0.0% 0.0% 0.0% 2.3% Massachusetts Barnstable County Provincetown town 3, % 97.8% 10% 50% 20% 20% 100% 0.1% 0.7% 0.3% 0.3% 0.0% 0.0% 0.0% 1.4% Massachusetts Barnstable County Wellfleet town 2, % 99.2% 10% 50% 20% 20% 100% 0.1% 0.7% 0.3% 0.3% 0.0% 0.0% 0.0% 1.4% Massachusetts Barnstable County Truro town 1, % 100.0% 10% 50% 20% 20% 100% 0.1% 0.4% 0.2% 0.2% 0.0% 0.0% 0.0% 0.8% Totals 217, % 13.6% 36.1% 8.4% 10.5% 14.7% 8.4% 8.4% 100.0% 14.0% 36.0% 8.0% 11.0% 15.0% 8.0% 8.0% 100.0% Phinney's Ln to/from the north Phinney's Ln to/from the south Pitchers Way to/from the south Bearses Way to/from the south

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