Loading...
HomeMy WebLinkAbout10/03/2019 - Langan Response to TEC Traffic Peer Review #1 - - 361 Newbury Street,,5th Floor Boston.,MA02115 T.-800.9U.6Q6 To: Samuel Gregorio, P.E., PTOE, RSP,/TEC Monica Gregoire/Town of North Andover From: Luke Mauro, INTO John Plante, P.E. Copied: Jean Enright/Town of North Andover Sean O'Brien Hillwood John Smolak Smolak&Vaughn Nathan Kirschner/Mangan Date: October 3, 2019 Rei: La,n,gan Project No.: 140182701 Enclosed please find our responses to the TEC traffic peer review comments dated September 10, 20191. Below please find each comment followed by our response in build. 'Traffic Impact and Access Study Peer Review Commqnts: 1. Osgood Street in the vicinity of the project is under the jurisdiction of the Massachusetts Department of Transportation (Mass DOT)!. The Applicant should further coordinate with MassDOT on the issuance of a Permit to Access State Highway, a Comment Response: Noted Coordination with MassD i OT s ongoing. 2. The traffic study area includes ten (10) intersections in the vicinity of the site; including four(4)existing site driveways. Based upon the size and scope of the development, TEC finds that the study area as provided in the TIA is s,uff icient to capture the effects of the project on surrounding roadways biased on Traffic Impact Assessment (TIA) guidelines set forth MassD,OT. This includes an evaluation of intersection in which the site- generated trips increase the peak hour traffic volume by more than 5 percent and/or by more than 100 vehicles per hour per MassDOT's TIA Guidelines (Section 3.I.Q. TEC recognizes that the 'generator' peak hour traffic(not peak hour of roadway) will generate in, excess of 100 vehicles per hour at additional Town intersections not included in the study area, namely along Sutton Street. Figures 7 and 11 as provided in the TIAS depict a 202,6 Build scenario where traffic post-construction is generally equival,lent during the 'generator' peak hour and the 'roadway' peak hour along Sutton Street. The Applicant should evaluate the potential trip generation impact further to the west along Sutton Street at its intersection with High Street/Chadwick Street and with Main Street.Where an impact of greater of 100 trips persists, the Applicant should provide additional operational analysis and site related mitigation as warranted. MEMO Langan Project No. 140182701 October 3, 2019—Page 2 of 7 Comment Respons& We will provide additional operational analysis for these two inter. and evaluate the potential need to analyze any additional of intersections based on the anticipated trip generation of the development 3. Although Comment#2 above 'Indicates TEC's concurrence with the study area as defined in the TIAS, TEC notes that the Applicant should coordinate with M'assDOT on the potential project impacts at the intersection of Osgood Street/ Barker Street which i's currently under reconstruction as part of off-site mitigation for a separate project.As this intersection's new traffic signal is to be part of a larger coordination stream, it is important that the projected traffic volumes from the 1600 Osgood Street site are utilized in additional mitigation in coordination with MassDOT. Comment Response: Noted We will be submitting our TIAS to Mass DOT as part of the highway access permit review and will coordinate with MassDOT accordingly. 4. The Applicant has provided traffic data collection along Osgood Street and at the study area intersections during the weekday morning and weekday evening peak periods. TMCs were conducted on Thursday, September 6, 2018. This date represents a period while North Andover High School schools were 'in, session; but during the week of Labor Day. Typically, counts during holiday weeks are potentially skewed; however, the days following Labor Day are generally seen as conservative as schooll'is and colleges are back in regular session, and the workforce is generailly back from typical vacations. It is expected that any fluctuations in traffic volumes would be negligible. Comment Responsef, No response required 5. No adjustment to the counts were made to reflect seasonal fluctuation.as September represents a month greater than the average-month conditions. Note that the data provided in Appenft B utilizes seasonal adjustment data that does not reflect complete annual data. Therefore, the factors as noted may be different than as reported. Upon further inspection, TEC anticipates that September would still project as a month that is greater than average, month conditions, would full year data be provided,TEC confirmed the usage of MassDOT's seasonal adjustment data as published. 01 Comment Response,.- No response required 6. TEC does not object to the 1.0% annual: growth rate applied to existing traffic volumes, however, the TIA did not provide support materials related to the ambient growth rate of 1.0% per, year, At a minimum, the Applicant should provide a listing of documents reviewed to confirm the utilization of this ambient growth factor. Comment Response: See attached AADT by Year Comparison for 2014-2018 at Count Station 5004 on 1-495 just south of the Industrial Avenue interchange. Based on the MassDO T count station data,the AADT has dropped between 20 16 and 2018', 4W indicating a negative growth rate. To be conservative and consistent with the traffic reports prepared for the 1210 Osgood Street, 4 High Street and 505 Sutton Street N MEMO Langan Project No. 140182701 October 3, 2019-- Page 3 of 7 developments,a 7=0%annual growth rate was utilized. 7, The TIA provides information related to other developments in the area; including #1210 Osgood Street.The study does not incorporate additional traffic volumes to be generated by the #4 High Street or the #505 Sutton Street developments. The Applicant shall coordinate with the North Andover Planning Department to determine if these developments should be included in traffic volume projections based on which development applications were 'first--in' to the Town. Comment Response: We have reviewed the traffic reports prepared for both the 4 High Street and 505 Sutton Street developments. The combined anticipated site generated traffic from Both developments that will utilize the Osgood Street corridor is approximately 20 to 25 total vehicles during the peak-hours, which accounts for about 1 to 2% of the background traffic along Osgood Street. since the background traffic associated with these developments is negligible along the Osgood street corridor, we don't believe any revised operational analysis is warranted for the intersections analyzed as part of our Traffic Impact and Access Study dated August 2075. The traffic associated with these development is accounted for in the 1%background growth applied to the existing traffic. As requested under Comment No. 2 above, Langan will submit operational analyses for additional intersections where the site-generated traffic is anticipated to be more than ton vehicles during the peak-hour periods.As part of this additional analysis,we will include the traffic volumes associated with these two background developments, 8. TEC does not object to the conservative application of reoccupancy trip generation for the vacant office space within the existing site as part of the No-guild scenario. The Applicant has confirmed the methodology with MassDOT, Comment Response: No response required 9. Site trip generation calculations for the proposed uses were generated based on empirical data provided directly by Amazon and tapes into account both employee and truck traffic, TEC concurs with this methodology. Although the Institute of Transportation Engineers SITE) Trip Generation, loth Edition does provide similar data under Land Use Code (LUC) 155 -- High- Cube Fulfillment Center warehouse, the data as presented under this LUC is a small sample size and does not reach the square footage level to compare to the subject project. The Applicant should provide supporting materials to confirm the employee and truck information as issued by Amazon. Comment Response: Please find the attached supporting trip generation information submitted to 1VlassDOT which includes count data collected at the Fall River Amazon.facility in August 2019. 10. The TIA indicates that a 20% adjustment to site generated trips based on Amazon empirical data for carpooling and proximity to mass transit. Although TEC generally LANGAN MEMO Langan Project No. 140182701 October 3, 2010--Page 4 of 7 concurs that a reduction may be warranted, the level of reduction (20%) is elevated over comparable sites. MVRTA service is provided along Osgood Street; however,the service is provided along only one bus line (Bus Route 14) with 60-minute headways, which connects the site to Downtown Haverhill. The number of buses and the strict route to only a small segment of the workforce population does not project heavy public transit utilization. TEC asks that the Applicant provide additional data to support the 20% reduction based on specific Amazon fulfillment locations and their proximity to public transportation and the usage of carpooling and other such TDM measures. TEC notes that the Applicant does highlight the potential for additional MVRTA service through future coordination as a Project TDM measure. Comment response: please find the attached supporting trip generation information submitted to MassDOT Which includes count data collected at the Fall River Amazon facility in August 2019, 11. The Applicant has provided no back-up information or description of trip distribution for the site over the study area. At a minimum, the Applicant should provide a listing of documents reviewed to confirm the utilization of this trip distribution. In addition, as a workplace development with peak hour analysis, the Applicant should seek to evaluate the trip distribution based on the most recent US Census Journey-to-Work data that is publicly available. Comment Response: Trip distributions were based on 2017 Journey to Work data for North Andover. See attached Journey to Work data spreadsheet. 12. The comments as noted above may result in modifications to the results of the capacity and queue analysis and therefore TEC has not provided direct comment on the analysis as presented at this time. TEC reserves the right to provide additional comments and improvement recommendations upon completion of the peer review comment responses. Comment Response: Noted. 13. The Applicant has provided two separate capacity and queue analyses that project traffic operation impacts during the adjacent street peak hour and the site peak generation peak hour. Both analyses were provided as the elevated trips experienced by the site occur slightly before both the typical weekday morning and weekday evening peak hours, Comment Response: No response required 14. The TIAS indicates that traffic signal warrants are met for the existing signal in flash mode at the northern-most driveway. The Applicant should confirm this condition with MassDOT as MassDOT typically requires that warrant 1 is met for signals within State Highway Layout (SHLO). The TIAS appears to indicate that only peak hour warrant (Warrant 3). Comment response: The four-hour(Warrant 2) and peak-hour(Warrant 3) traffic LANGAN MEMO Langan Project No. 140182701 October 3, 2010—Page 6 of 7 signal warrants are met at the northern-most driveway (see attached signal warrant summary spreadsheet). Considering the volume of traffic expected at this driveway during the peak-hours and the continuous volume of truck traffic exiting this driveway throughout the day, we believe a fully actuated traffic signal is warranted at this location. Coordination with MassDO T is ongoing. 15. The capacity and queue analysis analyze the signalized intersections using the Synchro Percentile Delay methodology instead of the industry standard Highway Capacity Manual (HCM)2010 or 0t"Edition methodology.Although TEC does not necessarily disagree with the usage of Synchro methodology, the Applicant should provide justification for its use over HCM. This becomes increasing noticeable for traffic signals in the mitigation condition which would be in coordination. Comment Response: There are a number of signalized Intersections within the study area that operate under Non-NEMA or atypical phasing, which include the two site driveways,Industrial Avenue at Shelley Road/Ward Hill Aire and Industrial Avenue at South)Main Street. These intersections cannot be analyzed utilizing the HCM 6rh Edition or HCM 2010 Edition methodologies; therefore the Synchro Percentile Delay methodology was utilized. For consistency throughout the capacity analysis,the three other signalized intersections of Osgood Street at Great Fond Road, Osgood Street at Sutton Street and Industrial Avenue at Ward Hill Industrial bark were also analyzed utilizing the Percentile Delay methodology as well. 16. The 1600 Osgood Street North Driveway eastbound approach is analyzed under signalized conditions for the 2026 Build scenario. As the signalization of the intersection is called-out as mitigation for the project, this scenario should normally reflect an unsignalized condition. TEC notes that this change would have no effect on the mitigation for the location which operates at acceptable levels-of--service in the mitigated condition. No response required. Comment Response. No response required. 17. The TIAS notes that the intersection of Osgood Street 1 Great Pond Road 1 Casa Blanca operates at degraded levels-of-service during the weekday morning peak hours. The Applicant should coordinate with MassDOT,who holds jurisdiction, as part of the Access Permit process to discuss other improvements that may be necessary at this intersection. Comment Response: During the weekday morning roadway peak-hour the overall level-of-service for the intersection maintains an LOS F from the 2026 No-Build to the 2026 Build with improvements scenario and the anticipated overall average delay actually decreases from 160.2 seconds in the No-Build condition to 14Z2 seconds in the Build with Im pro vem en is condition with the signal timing optimization. While the northbound shared left-turnithrough lane approach degrades from LOS E to LOS F,the intersection as a whole functions with reduced delay with the signal timing optimization proposed. LANGAN .MEMO Langan Project No. 140182701 October 3.. 2019--Page 0 of 7 During the weekday morning generator peak-hour, the intersection operates at improved levels-of-service under the build with improvements condition with the signal timing optimization proposed. Langan will coordinate with MassDOT to determine if any additional signal timing optimization or safety improvements should be considered at this intersection. 18. The TIAS notes that the site unsignalized driveways operate at a significant LOS during the peak hours. This delay and extended queues are contained within the site. The Applicant should seek addition modifications to the site's southerly unsignalized driveway which does not provide storage for more than four vehicles prior to blocking the first cross drive aisle; including a new drive aisle as part of the site's modifications. Comment Response: For all periods analyzed the two unsignalized site driveways operate at the same or improved levels of service when comparing the 2026 No- Build to 2026 Build conditions. The site driveways also generally operate with either similar or reduced delays/vehkular queues when comparing no-guild to build conditions. we expect that traffic conditions during the morning and evening roadway peak-hour periods will actually improve based on the anticipated reduction in roadway peak-hour trip generation for the build condition. The two traffic signals at the northernmost and southernmost driveways should provide some gaps in the mainline traffic that will allow vehicles to exit out of these driveways. we will coordinate with the office user. Amazon and MassDOT to determine if any modifications or improvements can be implemented at these two driveways. 19. The TIAS notes that the Holt Street approach to Osgood Street will experience an extensive addition of vehicle delay and shift the approach to over capacity during the morning generator peak hour of the day which will directly impact other businesses along the Holt Street corridor. The Applicant should evaluate addition opportunities to address the impact to other businesses along Holt Road as a result of the extensive side-street impact. Comment Response: Based on our analysis,this approach operates at LOS F during the morning peak-hour periods evaluated for the existing and projected no-Build conditions as well. Considering the free-flowing channelized right-turn at this approach and the volume of vehicles exiting Molt Road during the peak-hour periods, a traffic signal would not be warranted at this location. The traffic signal at the 1600 Osgood Street south driveway should help to provide some gaps in the mainline traffic that will allow left-turning vehicles to exit from Holt Road. Langan will coordinate with MassDOT to determine if any improvements should be considered at this intersection. .20. TEC concurs that sight lines at the unsignalized driveway along the westerly side of Osgood Street meet minimum requirements as defined by AASHTO, Comment Response: No response required. LANGAN MEMO Langan Project No. 140182701 October 3, 2019 Page 7 of 7 21. The Applicant has indicated that a Road Safety Audit for the intersection of Industrial Avenue&Shelley Road/Ward Hill Ave in Haverhill is to be conducted in coordination with MassDOT based on its designation as a Highway Safety Improvement Program eligible intersection and a Top 200 crash location in the Commonwealth. Additional crash related materials, such as crash rate worksheets should be provided in the TIAS for review and to MassDOT as part of the Access Permit process. Comment Response: Crash rate worksheets for the intersections analyzed as part of our traffic study are attached. Crash rare worksheets for new locations identified under Comment No. 7 will be submitted along with the capacity analyses for these locations once the new count data is received. We will coordinate with MassDOT to determine if any safety related improvements should be considered at these locations. We trust these responses and revised materials adequately address your comments and concerns. Please feel free to contact us at (203) 562-5771 with any questions or should you require additional information. Wangen.cam\dateWH'VldataT140182701Trn ect Data\Carrespondence\Comment Response Letters\2019-09-17 TEC Civil and Treffic\TEC Traffic Peer Review Response Memo -2419-10-0 3.docx LA/VGA/V Massachusetts Highway Department AADT"by Year Comparison for 1/1120'1 4-12131/2018 District: Location 113: 5004 County Number: 9 Section: Highway System Number: Begin Milepoint: 106.800000 End Milepoint: 107,640000 Highway Number: Length: 0.840000 Control: 140,O04 120,000 im 1 00, 00 P f 80,000 { G7 ; 60,000 40,000 20,000 µ r h f v 2014 24'I 5 2016 2018 Ygar. MDT...... °IQ Chain YDY. 2014 1161236'; -0.6% 2015 129,460 12.3%1 2016 128,579 0.7%1 2018 127j517 I NOTE:Red text means percent change Is>20% Generated 912012019 Page 1 of 2 Massachusetts Highway Department AADT by Year Comparison for 1/112014-12/31/20'18 District: Location ID: 6004 County Number: ESSEX Section: Highway System Number: Begin Mitepoint: 105-680000 End Milepolnt: 107.640000 Highway Number: Length: 1.960000 Control: 140,000 1 20,a00 7 100,000 80,000- 60 000 40,000- p . 20,000 mom, 2014 2015 2016 2018 Ye .. . ........ ar AA�To Chan a YDY g 20141 115,2361 -0.6%1 2016 129,460 12.3%1 2016 128,579 •0.7% 2018. 127v517 r NOTE:Red text means percent change is>20% Generated 9/2012019 rage 2 of 2 LA/VfiA /V Memorandum ................................................. 555 Long wharf Dave Now Haven,,CT 06511 T:203.552.5771 F:203.783.8142 To: Sean O'Brien 1 Nillwood FROM: Luke Mauro, PTO E John Plante, P.E. CD: Brittany Thornton l Amazon DATE: September 4, 2019 RE: Amazon Fulfillment Center Traffic Data As requested at the July 25, 2019, meeting at MassDOT District 4, Langan has prepared this summary of traffic date collected at the Fall River Amazon fulfillment center in order to supplement trip generation data provided previously in a memo dated June 25, 2019, in support of a proposed Amazon fulfillment center in North Andover, Massachusetts. FINDINGS We have found that the Fall River facility has a daily passenger car trip rate of 1.487 vehicle trips per employee indicating that just over 25% of employees utilize mass transit or carpool to and from work each day. This empirical data supports Amazon's multi-model credit predicted for the North Andover facility. Utilizing this trip rate ratio to develop trip generation volumes for the proposed North Andover site results in 3,670 trips. This volume Is less than what is projected and used in the traffic assessment for the North Andover site. The fulfillment center in Fall River is designated as a non-sortable facility in which larger sized items, such as furniture, are packaged and shipped to customers. The Fall River facility is approximately 1,010,000 square-feet, The proposed North Andover fulfillment center and the three other fulfillment center sites (Tracy, CA, Fort Worth,TX and Ruskin, FL) at which count data was previously collected, are designated as Amazon Robotics Sort (ARS) facilities, which is indicative of using robotic sorting technology during the process of sorting small individual items of a customer's order into a single box. Non-sortable fulfillment centers operate somewhat differently than ARS fulfillment centers in that they generally employ fewer associates and contain less gross floor area; however, their commuting characteristics are similar. For comparison, the Fall River non-sortable fulfillment center operated with approximately 1,300 employees during the traffic count dates and the proposed North Andover ARS fulfillment center is anticipated to operate with 2,142 employees. Amazon Fulfillment Center Traffic Data MEMO September 4,2019- Page 2 of 10 Langan arranged traffic counts at each fulfillment center included in this memo,to record entering and exiting traffic by vehicle type (i.e., cars and trucks) on a weekday at all driveways for each site. The traffic counts at the Fall River non-sortable fulfillment center were conducted on Tuesday August 6 and Wednesday August 7, 2010 (43-hours), which represents a period of normal operations for the facility.The average count data for both days is presented in this memo. The traffic counts at the three ARS facilities were conducted on Tuesday, December 13, 2016 for a 24-hour period. The December counts represent the operations of the facility at a seasonal peak period and is not indicative of the majority of the rest of the year. A summary of the count data collected at these three facilities was previously submitted to MassDOT for review and is attached to this memo for reference. We have used the collected traffic data from the Fall River facility to estimate traffic characteristics for the Amazon fulfillment center in North Andover and have found that the tenant specific trip projections for forth Andover are higher than what would be estimated utilizing the Fall River ratio. This makes sense as the Fall River non-sort fulfillment center requires more employees per square-foot to accomplish its operations. Fall River Non-Sortable Fulfillment Center The Fall River non-sortable fulfillment center is located at 1180 Innovation Way. This fulfillment center has a total building floor area of approximately 1,016,000 square-feet and generally operates with two shifts.The day shift hours generally occur between 7:00 AM and 6:00 PM and the night shift hours generally occur between 6:00 PM and 5:00 AM. There is also a smaller day shift from about 5:00 AM to 3:30 Pull and smaller night shift from about 1:00 PM to 11:00 PM. Based on information provided by Amazon the facility operates with an average headcount of 1,300 employees each day during the traffic counts. This facility is located on the Southeastern Regional Transit Authority (SRTA) Fall River Bus Route #2 which provides weekday service approximately every 30 minutes. The graphs below display the total vehicles entering, exiting and overall (entering plus exiting) for each 15-minute interval over the average 24-hour count period. LANGAN MEMO Amazon Fulfillment Center Traffic Data September 4,2019- Page 3 of 10 Fall River,MA(ARS)-Entering Tn3fflEc Volumes(Ail Vehicles) C $K +c R Ilk s -9 $t at s r. s 3 i f i i i # i k 15C1 s So i } f f 1 i sEE i ]i. 1 i E f i , 1 yy ] i S i i k ] i F i i A i i I . t ! f At I i — i t t E ' - `` + u � f4 nne Fell RIVer,MA JARS)•EXItIng Tnrffk Volumes(Ail Vehicfes) 150 Ica 04 i 1 1 f ] i f r i i 1 s ] i s 1 s } z i i s r F. ] i i I S r t 3 � s } i i I d i f 1 i l f i }} i t i i 1 f 4 S i S 3 ; 1 E { F i 3 � r i i 0 ' Tk" LANGAN Amazon Fulfillment Center Traffic Data MEMO September 4,2019- Page 4 of 10 r� Fail Rim,MA(ARS)-ovarrall(Enter t Exit)(All VeWisles) S qq oKo K a n ski. � A. 0. � R � c R C � C7 q O G Gi R R P q p S 5 l I � r a 3 4 t i i S i i f � { s { f 1 I } F i i S 5 {} 1 7 ! I i it [ 3 . 1 F i f s ! i i t i 4 20D t ISO I 's i i t's f t } f k i s s f s i r i # r i 1 S i t S [. c i E l i E i } 3 € f. € s s i F k S I i i t 1 I t y t 3 f [ -+--Ovoc oft a i 2 s ! h k s.1 � � y s z i t i i i S 3 i 1 [ S E f i s 1 i s € 3 i f i r S 7 i S � c f i i 1 s f i s - k i 3 S ic{ S S [ i f { Y} 3 j € f t i i i 'i f i i i s F t i 5 F f i t a i E F i i ! i } F E F i � 1 5R i S s $ i € 4 E k z { e t 6 q t 1( i S 1 i t i[ !! 1 i i S t 4 r � a I t � 5 1 � 3 } i i 9 S f s S 3 € s S s 1 i i s i 3} � x i S 3 [ S S r ( I f {{f € S S F S s Based on a review of the traffic data collected at the Fall River facility, it appears that the majority of employees arrive on site just before their shifts start and leave the site just after their shifts ends and a nominal number leave and re-enter the site during the middle of their shifts. Passenger Car Trip Hates Consistent with the Trip., Generation Manual methodology published by the Institute of Transportation Engineers (ITE), we calculated passenger car trip rates for the entire daily period, the morning and evening peak hours of generator and for the morning and evening pear hours of adjacent street traffic.The peak hours of generator were the hours of highest traffic generation of the facility. The peak-hours of adjacent street traffic correspond to the peak--hours of Osgood Street in North Andover, which are 7:30 AM to 8:30 AM and 4:30 PM to 5:30 PM, independent variable—Total Em to ees Tables 1, 2, and 3 below, summarize the pertinent data collected at the Fall River fulfillment center and the passenger car trip rates by total employees (i.e., total employees for both shifts over the 24-hour period), Note that roadway peak-hours shown in Table 3 correspond to the peak- hours of Osgood Street in North Andover. Based on information provided by Amazon the Fall River facility operated with an average headcount of 1,300 employees each day during the traffic counts. LANGAN Amazon Fulfillment Center Traffic Data MEMO September 4,2019-- Page 5 of 10 Table 1 --Data Summary(24-Hour Daily) Independent Variable Total Employees ............. . ..... .. ............ ................. ............... .................. ................. ................. ............................... t t r` .............. r p �r .............. ............... ................ ] � ► :.. . 'T sff G 0ounrt:.vo rn es Enter 08 Cars Exit 949 Total 1,933 Enter 147 Trucks Exit 181 Total 328 Enter 11131 Overall* Exit 1,130 Total 2,261 . . .....:.:........................................................:...........::.....:...............:.............:...............:.. . . ... . .... .. .. ..... ... .... .. .. ......... .... . .. �d t. . . . Ind�r a G cu a ........... Percent Trucks 14.5% Overall Enter 50% Distributions Exit 50% Pessen er Car Tr1 Rate Tril sly I e ....... .......:....:........ :... ...:......... ..:....................:....:. : g p p p oye 1 ? *Overall includes passenger cars and trucks, **Passenger Car Trip Rate is the total car volume(1,933)divided by the employes count(1,300).A passenger car trip is defined as a single vehicle movement into or out of the study site. r As indicated in Table 1, the Fall River facility experienced an average daily passenger car volume of 1,933 vehicle trips during the count dates. The calculated daily passenger car trip rate of 1.487 vehicle trips-per-employee (1,933 trips J 1,300 employees) indicates that just over 25% of Fall River fulfillment center employees utilize mass transit or carpool to and from work each day. For reference, a passenger car trip rate of 2.0 vehicle trips-per-day would indicate 0% mass transiVcarpooling usage. L A/V 5At/V Amazon Fulfillment Center Traffic Data EMO' September 4,2019- Page 6 of 10 Table 2-Data Summary(Peak Hour of Generator) Independent Variable-Total Employees _: p#..ark ... , "raffc aCount'Volumes .. Peak Hour 6:30--7:30 AM 5:30—6:30 PM Enter 288 253 Cars Exit 38 304 Total 326 557 Enter 8 6 Trucks Exit 6 11 Total 14 17 Enter 296 259 Overall* Exit 44 315 Total 340 574 n i ua a ...................... Percent Trucks 4.12% 2.96% Overall Enter 87.1% 45.1% .Distributions Exit. 12,9% 54.9% Lassen er:iar:Tt fat 1 e 'l'r s �� 8 p 1' snr �r inter . 4 . °��v .......:O1#0b utions E tit . : :.#, . D........:..............:.:;:....:..:.::. *Overall includes passenger cars and trucks. *Passenger Car Trip Rate is the total carvolume 1326 vehicles during the morning generator peak-hour and 557 vehicles during the evening generator peak-hour)divided by the employee count(1,300) Table 3�-Data Summary(Peak Hour of Roadway) Independent Variable Total Employees .: . Descrtlon T :::.::.:::::..:.:.:.......................:.. ......:..... ....:.... ..... r ac` ; .................. un o une : ;; . ........... Peak Flour 7:30�-8:30 AM 4:30—5:30 PM Enter 32 57 Cars Exit 11 36 Total 43 93 Enter 10 8 Trucks Exit 8 10 Total 18 '18 Enter 42 65 Overall* Exit 19 46 Total 61 ,:. nd"v�du 1: 1 1 1 as cu a#tons : Percent Trucks 29.5% 16.2% Overall Enter 68.9% 58.6% Distributions Exit 31.1% 41.4% ass n r e e Car Tr a R to T�r� o ce :o 033 ;, ,. g p pslEmPl Y } P asse e r E t r .................. n r a u e 44. ....:.... .............. . D1strhu o s : tit n �x�t Z8.Q9ro 38.710 "Overall includes passenger cars and trucks, *Passenger Car Trip Rate is the total car volume(43 vehicles during the morning roadway peak-flour and 93 vehicles during the evening roadway peak-hour)divided by the employee count(1,300) LANGAN Amazon Fulfillment Center Traffic Data -MEMO September 4,2019- Page 7 of 10 Proposed Amazon Fulfillment Center The proposed fulfillment venter in North Andover is anticipated to operate with two shifts. The day shift hours will generally occur between 7:00 AM and 0:00 PM with a headcount of 1,120 employees. The night shift hours will generally occur between 6:00 PM and 7:00 AM with a headcount of 1,022 employees. The total anticipated headcount for both shifts is 2,142 employees. Table 4 summarizes the estimated trips for the North Andover fulfillment center based on the passenger car trip rates,developed from the traffic data collected at the Fall River facility and the truck trip generation rates provided by Amazon specifically for the North Andover ARS facility. Note that the Fall River fulfillment center is classified as a non-sortable facility which handles larger sized products such as furniture; therefore, it is not appropriate to develop a truck trip generation rate for a non-sortable facility and apply it to an ARS facility which handles smaller products that can be combined into a single box for customer delivery. Table 4- Estimated Trip Generation North Andover Amazon Fulfillment Center-2,142 Total Employees P ens r nr gaud �R go+d .' AMC e s a. P Ce a stvr t M Q re 5 aat�o a St et Dascript iY xr to to . R.. :..::...:.::..::.:::..:::::.:.:::::.....:..:..:.:..:..::.:.:::.:::.::.: ..:..::::......:.....::.::.::........::::::....:.....:......:::..:::.::...: :.: f M .. .: s .::':.f T.3Q to 8.30 AM 4.3Q:to'S 3 P . . Enter 11593 475 416 53 94 Cars Exit 10593 53 601 18 60 Total 3,186 538 917 71 154 Enter 242 1❑ 8 18 13 Trucks Exit 242 10 8 18 13 Total 484 20 16 38 26 Enter 1,835 485 424 71 107 Overall* Exit 1,835 73 � 509 36 73 Total 3.670 558 933 107 1 180 "Overall includes passenger ears and trucks. **Car volumes shown were calculated by multiplying the passenger car trip rates developed for the Fall River facility by the anticipated number of employees for the North Andover facility(2,142) ***Truck volumes shown are based on volumes provided by Amazon specifically for the North Andover ARS facility Table 5 shows the expected unadjusted trip projections for the North Andover fulfillment center, provided by the tenant. LANGAN Amazon Fulfillment Center Traffic Data MEMO September 4,2019-- Page 8 of 10 Table 5—North Andover Amazon Fulfillment Center Trip Projections Provided by Tenant) .. ............... . ..... ......... : s v „PSI is �v AAII r; 8. #� en er6to G® e o Pull n rat r Descrptlar Da Stet fi Street .3�:to:7.3U A t�so .........:. 7 ... .:.... .......... .....:............. ... 4. 0 �: . Enter 2,142 782 690 74 138 Cars Exit 21142 628 701 113 91 Total 4.284 1.410 11391 187 229 Enter 242 10 8 18 13 Trucks Exit 242 10 8 18 13 Total 484 20 16 36 26 Enter 2,384 792 698 92 151 Overall* Exit 2,384 638 709. 131 L255 Total 4.76 8 1A30 IA07 223 Overall includes passenger cars and trucks. **Car and truck volumes shown are based an volumes provided by Amazon specifically for the North Andover ARS facility Table 6 shows the differences between the estimated trip generations based on the collected traffic data from Fall River (Table 4) and the North Andover fulfillment center unadjusted trip projections provided by the tenant. (Table b). Table 5—Trip Generation Difference Estimated Trip Generation (Based on Collected Traffic Data at Fall River) and North Andover Fulfillment Center Trip Projections(Provided By Tenant) l3escr...ta..n..> :;:; ::. : :.. ..... .. t , aM+lener�ror r . .................. . .. Y roe# Estimated Trip Enter 1,835 485 424 71 107 Generation Exit 1,835 73 509 36 73 Total %670 558 933 107 18D Trip Enter 21384 792 698 92 151 Generation Exit 21384 638 709 131 104 Projections Total 4,768 1.430 IA07 223 255 Enter --549 -307 -274 -21 -44 Overall* Exit -549 -565 -200 -95 --31 Total .1.098 -872 -474 -116 -75 *Overall includes passenger cars and trucks and was calculated by subtracting the overall volumes in Table 5 from the overall volumes from Table 4 We offer the following items based on review of the information presented above: ■ Based on a review of the traffic data collected at the Fall River facility, it appears that the majority of employees arrive on site just before their shifts start and leave the site just after their shifts ends and a nominal number leave and re-enter the site during the middle of their shifts. • The calculated daily passenger car trip rate of 1.487 vehicle trips per employee indicates that just over 25% of Fall River fulfillment center employees utilize mass transit or carpool LANGAN Amazon Fulfillment center Traffic Data ME M 0 September 4,2919 W Page 9 of 10 to and from work each day. For reference, a passenger car trip rate of 2.0 vehicle trips per day would indicate 0% mass transit/carpooling usage. ■ Applying the daily passenger car trip rate of 1.487 vehicle trips-per-employee to the anticipated 2,142 employees for the North Andover facility results in a total daily passenger car trip generation of 3,186 vehicles. Considering the North Andover site is located on a public transit bus route(MVRTA Bus Route 1), similar to the'Fall River facility, we anticipate similar mass transit/carpool usage, Although we are estimating 20% total mass transit/carpooling usage for the North Andover facility, to be conservative, we have assumed a 0% credit for daily employee trip generation in the MEPA non-adjusted volume documentation already provided to MassDOT which equates to a total of 4,284 daily passenger car trips. ■ We anticipate the actual generator peak-hour trip generation for the North Andover facility will align with the adjusted peak-hour trip generation estimates provided previously to MassDOT, which is 1,148 total trips (535 enter1512 exit) during the morning generator peak-hour and 1,129 total trips (550 enter1559 exit) during the evening generator peak- hour and accounts for a 20% total credit for both mass transit and multi-occupancy vehicles. These generator peak-hour trip generation projections are significantly higher than the peak-hour numbers presented in Table 4, which project trip volumes based on the trip ratio seen in Fall River. • We also anticipate the roadway peak-hour trip generation for the North Andover facility will align with the adjusted peak-hour trip generation estimates provided by the tenant which is 186 total trips (77 enter1109 exit) during the morning roadway peak-hour and 211 total trips 0 24 enter/87 exit) during the evening roadway peak-hour,accounting for a 20% total credit for both mass transit and multi-occupancy vehicles.These roadway peak-hour trip generation projections are significantly higher than the peak-hour numbers presented in Table 4, which project trip volumes based on the trip ratio seen in Fall River. ■ The estimated employee trip generation for the North Andover Facility based on the collected data from Fall River (Table 4) is significantly lower than the North Andover fulfillment center unadjusted trip projections provided by the tenant(Table 5)for the total daily trip generation and for all the peak-hour trip generation periods evaluated. Based on the traffic data collected in Fall River and the similar mass transit options available in North Andover, we believe it is reasonable to apply a 20% mass transit/carpooling credit to the North Andover,trip generation projections provided by Amazon. LANGAN MEMO Amazon Fulfillment Center Traffic Data September4,2019- Page 10 of 10 Conclusion The unadjusted North Andover fulfillment center trip projections provided by the tenant represent higher daily, generator peak-hour and roadway pear-hour volumes than what would otherwise be estimated using the traffic data collected at the Fall River facility. Based on the traffic data collected in Fall River and the similar mass transit options available in North Andover,we believe it is reasonable to apply a 20%mass transit/carpooling credit to the North Andover trip generation projections provided by Amazon. We anticipate the actual peak-hour trip generation for the North Andover facility will align with the adjusted peak-hour trip generation estimates which account for a 20% total credit for both mass transit and multi-occupancy vehicles. For the purposes of estimating daily vehicular trip generation for the North Andover facility,and to be conservative,we utilized the unadjusted daily trip generation numbers provided by the tenant (Table 5). As outlined in previous documentation provided to MassDOT, the estimated net change in ADT for the proposed redevelopment in North Andover is 1,793 vehicles, as outlined in Table 7 below. TABU 7 ESTIMATED CHANGE IN AVERAGE DAILY TRAFFIC UTILIZING TUBE COUNT DATA USE ENTER EXIT TOTAL Existing On-Site Industrial Uses 10488 11488 2,976 Proposed 3.84 Million SF Distribution Center 2 2,384 21384 41768 Net Change in ADT +896 + 6 +1.793 j Volumes based on tube count data collected in September/October 2018 Volumes based on tenant provided data IVangan.comkdata\NHVldate711401827011Pro}ect Data\Discipline\Traf ic\Reports\Fulfillment Centers Trip Generation Memo12019-09.04 Fulfillment Centers Trip Generation Merno.docx LANSAN Me orandum 555 Long wharf Drive Now Haven,CT 06511 T:203.562►5771 F:203.789.E 142 To: Michael Clark/MasSDOT Office of Transportation Planning J. Lionel Lucien, P.E,1 Manager, Public/Private Development Unit FROM: Luke Mauro, PTO E John Plante, P.E. INFO: File DATE: June 25, 2019 RE: Amazon Fulfillment Center Traffic Data Introduction Langan Engineering and Environmental Services prepared this summary of traffic data collected at three Amazon fulfillment centers. The tenant designates this specific fulfillment center type as an ARS, which is indicative of using robotic sorting technology during the process of sorting small individual items of a customer's order into a single box. Langan arranged traffic counts at each fulfillment center to record entering and exiting traffic by vehicle type(i.e., cars and trucks)for a 24-hour period on a weekday in December at all driveways for each site. The December counts represent the operations of the facility at a seasonal peak period and is not indicative of the majority of the rest of the year. From those traffic counts we identified the total entering and exiting traffic volume at each f ulfillment center for the entire 24- hour period, for.the morning and evening peak hours of generator and for the morning and evening peak hours of adjacent street traffic. The peak hours of generator were the hours of highest traffic generation between 12:00 AM to 12.*DO PM and between 12:00 PM to 12:00 AM. The peak hours of adjacent street traffic were the hours of highest traffic generation between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The traffic data was collected in December 2016, during the peak-season operations of the three facilities. Since then Amazon has continued to evolve their fulfillment center design. The proposed fulfillment center in North Andover, Massachusetts will be their latest design, which will require less people to operate than those fulfillment centers where the traffic data was collected in 2016. We have used the collected traffic data to estimate traffic for the Amazon fulfillment center in North Andover and have found that the tenant specific trip projections table for North Andover reasonably represents the traffic we expect for this proposed fulfillment center. Amazon Fulfillment center Traffic Data MEMO June 25,2019- Page 2 of 14 Fulfillment Center Locations The three ARS fulfillment centers that were counted are; • Tracy, California - 1555 forth Chrisman Road • Fort Worth, Texas—700 Westport Parkway • Ruskin, Florida—3350 Laurel Ridge Avenue All three fulfillment centers were counted on Tuesday, December 13, 2016 from 12:00 AM to 12:00 AM (24-hours). None of these fulfillment centers are well served by mass transit so employees either drove their own car or carpooled to work. Location Descriptions The descriptions below summarize the total building floor area (ground floor plus mezzanines), shift times and total employee headcount (both shifts) for each fulfillment center. Additionally, line graphs are provided that separately show the entering, exiting and overall (entering plus exiting)traffic volumes recorded during each 15--minute interval over the 24-hour count period for each fulfillment center, Racy., California This fulfillment center has a total building floor area of approximately 1,830,972 square feet and operated with two shifts during the traffic counts.The day shift hours were reported as 5:00 AM to 5:00 PM with a headcount of 1,383 employees. The night shift hours were reported as 6:00 PM to 5:00 AM with a headcount of 1,219 employees. Accordingly,the total reported headcount for both shifts was 2,502 employees. The graphs on the following page display the total vehicles entering, exiting and overall (entering plus exiting)for each 15-minute interval over the 24-hour count period. Dote that all graphs depict the reported start and end time of both shifts with red lines for the day shift and blue lines for the night shift. Amazon Fulfillment Center Traffic Data .June 25,201 9- Page 3 of 14 -MEMO Yraq,CA(ARS)-En#QringTraffic Volumes(Rff Vehicles) ' t K < 02C ' x x o ���(t.£ fl1TT '1.i � j { I'iIt i3Tiitlf If ' W3Sht 5fidt Start 6:OOPhri ? ' :iW i E zT j i s ,so !I 4 t � l€ ¢��•�� � ..5 i k� r i , �i �,i � � � ` 1 i � } � i S F'•t f i , T#me Tracy!,CA(ARS)-Exiting STraffic Volumes(Al!Vehitles) s � s EI Day 5hiit End 6WPM �50 Might Shift End 5�OA1r3 a € € } _ 3ii] �i � 3 �i� �!9 i� i •`.� 3 si s } �i � r i s :1 �_,� fT ti i t i I i i 3 1 j i I { F i _ ( ; I( i_.: 1 1 A F:1.'• i II: a 11 .. e s ,�, 0�•,�,. .51...,..-fir..., �-.�`.:����., '_:...�"+�..`, t ' .4�':..� '�.•�s _ �'�".�# �.. j � '�"'�.� �. '� �'� TTme __.m.......,�._m. _.._.._....._....... ........_............................. .............. Tracy,CA(ARS)-Overaf 1{Enter+Exit)(All Vehicles) F $ a p p too s q ". a E a" PRO .04 II"f'1iC1 '��f'= � �f1it1"TI71 3 11­111111=11'T`i, ': ¢ NsSr3!Shift End 5i50W € €lay.Shift Start rnom .f +a j Day 5"End 6:il0M �KO Shift It'rt�G.'DCrPM 4 W s i � f �� � � � } i s � � i t s � i € � � s �-*-•{}retilt IGlil a00 l S Ak. Al i s 1,41 i i S s k S i 1 } t a , f EE � S 1 l i LANGAN Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 4 of 14 Fort Worth, Texas SAPS} This fulfillment center has a total building floor area of approximately 2,783,913 square feet and operated with two shifts during the traffic counts.The day shift hours were reported as 6:39 AM to 5:99 PM with a headcount of 1,392 employees. The night shift hours were reported as 5:39 PM to 3:36 AM with a headcount of 1,294 employees. Accordingly, the total reported headcount for both shifts was 2,596 employees. The graphs on the following page display the total vehicles entering, exiting and overall (entering plus exiting)for each 15-minute interval over the 24--hour count period. Note that all graphs depict the reported start and end time of both shifts with red lines for the day shift and blue lines for the night shift. LA/V&A/V Amazon fulfillment Center Traffic Data EM MWM 0 June 25,2019- Page 5 of 14 Fort worth,TX(ARS)-Entering Traffic Volumes(All Vehicles) +[ s 4 K ur .t +c rc a: R e►, i z R Va a [,� a a g o b -. !! S: rt P Ir S" w 7'� f=1 n F, w/ sA ►'� �0 , 4 i i i If At 5h*Stan$;SOPM ' i r bay Shot Suit 6:3t)AM E i }I JOU 20 `'s � ?• 3 � {i ; } ; ? f � _ � # � }� "-�--17vlia#lfre¢r� I�I 50 3 , , � r , num i Z- ..-...... .... ....... -------- . ............. _....._............._.....-..................................... ....... a Fart worth,TX(ARS)-Exiting Traffic Volumes JAii Veh1de3) 44 C C S " K r r" c{ w •; K' A 0. C L \1. q=. R 0.M rL. � � 0 : $ � $ ..� r.r ,.''A „s .r •.€= i .ti i e- r. xa r� t �'i w •'F n r� � .r n i3 w[ �! K ♦ ri rn I'- � i€1 Sn � ., M Cr Y's#$''a.#t C r� jUal.'( Div Sh1tt Cnd$'OopM NO t i 3 i f i TLae Fort Worth,TX(ARS}Overall(Enter+Exit)JAif Vehicles) r, •L `"ir 1 .:Mi '�.. a=�• ` i'.e �L Mn •"` `.,. 4- g ,1 � T ti' �4j 'C�N r': � x^' � N'' � S.'.+ e•+ r+ .., re t.F j., ,. rt !y r .:, q; r- � re � . n � r- w, m+ .,.. ,. s. � :F "C �^ .: 'w F' F: 3c :� � s? s• nw •v+ �.i�s p ���`t��I € � fc ) F 1� � i t .i 3 ��� � ; ! I i �[• i � f i i d. g3 s e q F F f E 1 �i �� �j F i t i 't ) i :i E f� !� i k� E;E � 3 "'♦"�Ii#11O1.i� • F; Y f i i � f i i i ; j I r 4 t 3Lt3 Un i S s 10) � j III � [ ��t F �'`i• # � �� S�' � ! r � 'r ''� �'.. ..1€� j � i .y' # - 1G-.r ...:'ii 3 II .i •. ..:.-.:. "1�` `4�i T' .;I r� LANGAN Amazon Fulfillment:Center Traffic Data MEMO June 25,201 9- Page 6 of 14 Ruskin Flar da_,.(ARS) This fulfillment center has a total building floor area of approximately 2,198,187 square feet and operated with two shifts during the traffic counts.The day shift hours were reported as 8:00 AM to 5:30 PM with a headcount of 1,338 employees, The night shift hours were reported as 5:00 PIVI to 5:30 AM with a headcount of 1,285 employees.Accordingly,the total reported headcount for both shifts was 2,604 employees. The graphs on the following page display the total vehicles entering, exiting and overall (entering plus exiting)for each 1 5-minute interval over the 24-hour count period. Note that all graphs depict the reported start and end time of both shifts with red lines for the day shift and blue lines for the night shift. LANGAN Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 7 of 14 Ruskin,FL(ARS)-Entering Traffic Volumes(All Veh Ides) 4K c i i 4 4 11 -C < -9 dc -K IL 40U N#1 shift Sts S. M DAY ShiftStali 6,00AM i --4—000 1.19 f rd p 203 ti A 4 4- + 4-4 0 14 1 ............... ............ Ruskin,Fl.(ARS)-Exiting Traffic Volumes(Al I Vehicles) jf 3K '54 31 2x 3 I H I H IT I I T Day$ift1nd5:30FM lilt),ShItand 5--s" 400 A* f 4 4 0 4- Ttmv ........................................ ................... ............ Ruskin,FL(ARS)-Overall(Enter+Exit)(All Vehicles) 3 3 3 2 2 a 3 2 2 a 3 N 'I'll I fl[IL[I If 111 IT H T11-I. I FT I 1 171 Url DAY Wit$I at O.WAM Day S"End 53 GPM MIN S"Sarts 6=PM His M Shif I End SIO i 100 4 4 ......................................................... ................................ ................................................ .............. ANGAN Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 8 of 14 Weighted Trip Rates Consistent with the Tri Generation Manual published by the Institute of Transportation Engineers OTE),we calculated weighted average trip rates for the entire 24-hour daily period,the morning and evening peak hours of generator and for the morning and evening peak hours of adjacent street traffic. The peak hours of generator were the hours of highest traffic generation between 12:00 AM to 12:00 PM and between 12:00 PM to 12:00 AM.The peak hours of adjacent street traffic were the hours of highest traffic generation between 7:00 AM to 9:00 AM and 4:0O Pills to 6:00 PM. I nde endent variable—Total Em to ees Tables 1-3 summarize the pertinent data collected at each fulfillment center and the weighted trip rates by total employees (i.e., total employees for both shifts over the 24-hour period). Table 7 —Data Summary(24-Hour Daily) Independent Variable—Total Employees Ds��rip#ivn daily ........ ... ...... .......... .. ...... ... . ......:...::::::: .....:::::::....:............................:. :............. ................ ...................... ..... .......... ©8 n!> ................................................................................................................................ .......................... .......... ............. .....:::....... .........:: ........... .. .::.....:.. .:...::.::... `ral' �nt' aiumes 0-1 Peak Hour Daily Daily Daily Enter 3208 3649 3204 Cars Exit 3275 3653 3231 Total 6483 7202 6435 Ente r 432 503 348 Trucks Exit 410 612 352 Total 842 1015 700 Enter 3640 4153 3652 Overall* Exit 3685 4068 3583 Total 7325 8221 7135 . Ii�div�duai Calcula#lan� ":- Percent Trucks 11.5% 12.3% 9.8% Overall Enter 50% fit% 50% Distributions Exit 50% 49% 60% Trip Rate(Trips/Employee) 2.815 3.167 2.740 ' ieigh#ed Average Ra#e Distribution Enter 50% Exit 50% Average Trip Rate** 2.9071 lTrips/Empl0yee) *overall includes passenger cars and trucks. **Average rate is calculated based on the total employees(day shift+night shift). Amazon Fulfillment Center Traffic Data MEMO June 26,2019- Page 9 of 14 Table 2—data Summary(Peak Hour of Generator) ......... ....................................... Independent Variable Tota...............l Emp........................loyees .............. .................. .................. ......... :,. .. :....... ea ou Pgk o u .............: Descr,pton r Trams►, ltli'arth," Rskin F.....1 ....... Tr......ec........y,CA................. PtIllo�tb.7X..... Ruskin,Fl .:.:: ........... .. .......... ......... .. .......... T' {IGol� 11lum:s ... ............... Peak Hour 5:45—6:45AM 5:30--6:30AM 5:30—6:30AM 5:45—6:45PM 5:30—6:30PM 6:30—6:30PM Enter 979 1158 1111 671 987 1006 Cars Exit 803 979 1023 701 1119 1027 Total 1782 2137 2134 1372 2106 2033 Enter 16 6 8 6 21 12 Trucks Exit 4 8 11 21 27 19 Total 20 14 19 27 48 31 Enter 995 1164 1119 677 1008 1018 Overall* Exit 807 988 1034 722 1147 1046 Total 1802 2162 2153 1399 2155 2064 .. .. ...... ...... i l ivy 1 C tau at ons ; nd dua a 1 Percent Trucks 1.1% 0.7% 0.9% 1.9% 2.2% 1.6% Overall Enter 55% 54% 52% 48% 47% 49% Distributions Exit 45% 46% 48% 52% 53% 51% Trip Rate 0.693 0.829 0,827 0.638 0.830 0.793 (Trips/Employee) ..................... ................. .......... ......................... ...... ..... .... .... ....... ......................... .................. ............ .......... .............. ............................. ...................... .................. ....... 1dV®I�htd.Aversge Rat$ .. .. ... Enter 54% 48% Distribution Exit 469'v 52°Ia Average Trip Rate** 0.783 0.720 (Trips/Employee) *Overall includes passenger Gars and trucks. **Average rate is calculated based on the total number of employees(day shift+night shift). LANGAN Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 10 of 14 Table 3--Data Summary(Peak Hour of Adjacent Street Traffic) Independent'Variable Total Employees o AM Ptak Haar; 1A P®ek . Oscrf plvn T o CA. .. 1V rth T Ruskin.F Tra . ............ .................. ... ............. ......... ............. ra v .......................,............................................. 'Treftc CuntIvlumes Peak Hour 7:00—8:OOAM 7:00--8:00AM 7:00—8:00AM 5:00—5:00PM 5:00—6:00PM 5:00—6:OOPM Enter 50 61 44 550 671 595 Cars Exit 74 88 75 240 443 370 Total 124 149 119 790 1114 965 Enter 15 11 9 22 21 13 Trucks Exit 17 11 11 21 26 17 Total 32 22 20 43 47 30 Enter 65 72 53 572 693 508 Overall* Exit 91 99 86 261 459 387 Total 15B 171 139 833 1162 995' ,,1. MMOMMOM"Ma......................... . . OEM%,.. ................................. MEN" u a c at in a u Percent Trucks 20.5% 12.9% 14.4% 5.2% 4.0% 3.0% Overall Enter 42% 42% 38% 59% 60% 61% Distributions Exit 58% 58% 62% 31% 40% 39% Trip Hate 0.060 0.066 0.053 0.320 0,448 0.382 (Trips/Employee) 1 ...... V .. ;:aa h . . .. . .. Enter 41% 53% Distribution Exit 59% 37% Average Rate** 0'060 0.383 (Trips/Employee) *Overall includes passenger cars and trucks. **Average rate is calculated based on the total number of employees(day shift+night shift). r .LIVGA Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 11 of 14 Proposed Amazon Fulfillment Center The proposed fulfillment center in North Andover is anticipated to operate with two shifts. The day shift hours will be 7:00 AM to 5:30 PM and 7:30 AM to 5:00 PM with a headcount of 1,120 employees. The night shift hours will be 0:00 PM to 6:30 AM and 0:30 PM to 7:00 AM with a headcount of 1,022 employees. The total anticipated headcount for both shifts is 2,142 employees. Table 4 summarizes the estimated trips for the North Andover fulfillment center during the peak- season operations based on the trip rates we developed from the traffic data collected at the three fulfillment centers. Table 4—Estimated Trip Generation for December Peak Season North Andover Amazon Fulfillm........................ent Center--2,142 Total Employees Description Dll7 AM Generator P ;Generetor AM Street PM Street Enter 2,771 894 726 44 496 Cars Exit 2,771 761 787 64 291 Total 5,542 1,655 11513 168 787 Enter 343 12 14 9 21 Trucks Exit 343 10 15 12 12 Total 686 22 29 21 33 Enter 3,114 996 744 53 517 Overall* Exit 3,114 771 892 76 393 Total 6,228 1,677 11,542 129 820 Based on tenant provided information, it is estimated that during peak--season operations the trip generation of a fulfillment center is approximately 00% higher than under non-peak season conditions. Table 5 provides an estimate of the trip generation for the North Andover fulfillment center under non-peak operations by applying a reduction factor of 60%to the estimates provided in Table 4, LA/VGAN I Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 12 of 14 Tabu 5—Estimated Trip Generation for Non-Peak Season North Andover Amazon Fulfillment.Center 2,142 Total Em to ees v .....:........:.....................:::....... .. +s+ pt. nle 1enereter . P�G+neret��t Street Pll�l fre.......e# Enter 1,732 559 454 28 310 Cars Exit 1,732 476 492 40 182 Total 3,464.................................... 1.435 946 68 492 .............. Enter 215 8 9 6 13 Trucks Exit 215 6 9 8 8 Total 430 14 18 14 21 Enter 1,947 567 463 34 323 Overall* Exit 1,947 482 601 48 190 Total %894 1.049 964 82 513 Table 6 shows the expected non-peak season trip projections for the North Andover fulfillment center, provided by the tenant, with no allowance for mass transit or carpooling. Table 6—North Andover Amazon Fulfillment Center Trip Projections (Provided by Tenant) oed P d AM[:, n+ r PM den retar ;: 4a ri rate e BSC� t o -Delt ; ;;; ;; ::::::. . .::.:. �: ;� - ;;: ; ; ,,... ; :.., Stteet . p:. .. �.3D to 8,�3D N! 4y3fl#oSD Pl�ll . Enter 2,142 782 690 74 138 Cars Exit 2,142 628 701 113 91 Total 4.284 1A10 11391 187 229 Enter 242 10 8 18 13 Trucks Exit 242 10 8 18 13 Total 484 24 - - 16 36 - 26 Enter 2,384 792 698 92 151 Overall* Exit 2,384 638 709 131 104 Total 4,768 1,430 I A07 223 255 Table 7 shows the differences between the estimated trip generation based on the collected traffic data that was adjusted for non-peak operations (Table 5)and the North Andover fulfillment center trip projections provided by the tenant with no allowance for mass transit or carpooling (Table 5). LANGAN Amazon Fulfillment Center Traffic Data MEMO June 25,2019- Page 13 of 14 Table 7—Trip Generation Differences Estimated Trip Generation (Based on Collected Traffic Data) and North Andover Fulfillment Center Trip Projections(Provided By Tenant) s De lon ........... Dal Cs a tor; P �s stator Street P treat P Y . ;AM nra M n Enter -410 -223 -236 -46 172 Cars Exit -410 --152 -209 -73 91 Totat .820 -375 -445 -119 263 Enter -27 -2 1 -12 0 Trucks Exit -27 -4 1 -10 -5 Total 054 -f 2 -22 -5 Enter -437 -225 -235 -58 172 Overall* Exit -437 -156 -208 -83 80 Totel 0874 -381 -443 -141 258 We offer the following items based on review of Table 7; • The estimated trip generation based on the collected data that was adjusted for non-peak r season operations{Table 5}is significantly lower than the North Andover fulfillment center unadjusted trip projections (Table 6) provided by the tenant for the total daily trip generation, the generator morning peak-hour trip generation and the generator evening peak-hour generation. We anticipate the actual trip generation for the North Andover facility will align with the adjusted peak--hour trip generation estimates provided in our revised TSL which is 1,148 total trips (636 enter/612 exit) during the morning generator peak-hour and 1,129 total trips (560 enter1569 exit) during the evening generator peak- hour and accounts for a 20% total credit for both mass transit and multi-occupancy vehicles. with this 20% credit, the estimated morning and evening peak-hour trip generation numbers in the revised TSL are still 9% and 17% higher, respectively, than the peak-hour numbers presented in Table 5. • The estimated trip generation based on the collected data shows street peak-hour trip generation that is lower than the North Andover fulfillment center morning trip projections and much higher than the evening trip projections.A reason for the evening difference is that the studied fulfillment centers all had some overlap between the generator evening peak-hour and the roadway evening peak-hour. The evening peak-hour for the Noah Andover fulfillment center is anticipated to fall outside of the peak-hour of Osgood Street; therefore, the expected evening trip generation for the North Andover facility during the roadway peak is significantly less than the traffic data collected at the studied fulfillment centers. LAPV&AjV Amazon Fulfillment center Traffic Data MEMO June 25,2019- Page 14 of 14 Conclusion The unadjusted North Andover fulfillment center trip projections provided by the tenant for non- peak season operations represent higher generator peak-hour than what would otherwise be estimated using the traffic data collected at the three fulfillment centers, with rates created with ITE methodology, and adjusted for non-peak season operations. We anticipate the actual trip generation for the North Andover facility will align with the adjusted peak-hour trip generation estimates provided in our revised TSL which accounts for a 20%total credit for both mass transit and multi-occupancy vehicles. \Mangan.comldata\NHWata7\14018270IIProject DataTorrospondence\Comment Response Latta rMesponse to TSL.Comments=19-M25 Fulfillment Centers Trip Generation Memo,docx L AN Journey to Work Data Where Workers Live Who are Employed in Zip Code 01845 2017 Count Share Total All Jobs 14,300 100.0% Jobs Counts by ZAP Codes(ZCTA)Where From North From youth Workers Live-All Jobs .............. . .......... ................ Zip Code 2017 1-495 MainSouth Great Sutton St Osgood a�n at Pend Rd St Count Share 01845 1,837 12.8% 2.01°/0 5.0% 6.8% 01844 895 6.3% 6.3% 01841 695 4.9% 2.4% 2.4% 01843 510 3.6% 1.8% 1.8% .01810 484 3.4% 3.4% 01830 424 3.0% 3.0% 01832 415 2.9% 2.9% 01835 354 2.6% 2.6% 03079 289 2.0% 2.0% 01826 220 1.5% 1.5%v 01876 200 1.4%v 0.7% 0.7% 03038 184 1.3%n 1.3% 01852 176 1.2% 0.6% 0.6%n 01851 174 1.2% 0.6% 0.6% 01960 174 1.2°/a 1.2% 01913 128 0.9% 0.9% 01821 120 0.8% 0.4% 0.4% 01887 117 0.8% 0.4% 0.4% 01923 115 0.8% 0.8% 01864 113 0.8% 0.4% 0.4% 01950 106 0.7% 0.7% • 01824 103 0.7%n 0.4% 0.4% 01867 98 0.7% 0.3% 0.3% 01921 96 0.7% 0.7% 01902 90 0.6% 0.6% 01970 89 0.6% 0.6% 01915 88 0.6% 0.6% 01833 87 0.6% 0,6% 01880 86 0.6% 0.3% 0.3% 01886 85 0.6% 0.3% 0.3% 03865 85 0.6% 0.6% 01860 84 0.6% 0.6% 01864 80 0.6% 0.6% 01834 78 0.6% 0.5% 03053 77 0.5% 0.5% 02165 74 0.5% 0.3% 0.3% 03076 73 0.5%n 0.5% 03811 73 0.6% 0.5% 01860 72 0.6% 0.5% 01879 71 .0.6% 0.2% 0.2% 01801 70 0:5°/ 0.2°Io 0.2% 01840 69 0.5% 0.5% 03087 67 0.6% 0.6% 01949 60 0.4% 0.4% ... ................................. 01938 58 0.4% 0.4% 01930 57 0.4%a 0.4% 01803 56 0.4% 0.2% 0.2% 01906 56 0.4% 0.4%v 01952 55 0.4% 0.4%¢ 01862 53 0.4% 0.2% 0.2% sum Subtotal 9,920 69.4% 32.5% 3.1% 8.4% 16.3% 10.2% 69.4% All Other Locations 4,380 30.6% 14.3%0 1.4% 3.7% 6.7% 4.5% 30.7% TOTAL 14,300 100.0% 46.8% 4.5% 12.1% 22.0% 14.7% 100.1% USE 60.0% 5.0% 10.0% 20.0% 15. 100.0% 1600 Osgood Street,North Andover,MA North driveway Warrant Summary Warrant 1, Warrant 1, Warrant 2, 2018 Existing 2026 No-Build Eight-Hour Eight-Hour Major Street Major Street 2018 Build Major Minor Street Vehicular Vehicular Four-Hour Warrant 3, Street Volumes Vehicular Peak Hour Volumes(Osgood Volumes{Osgood Volumes(North Volume Volume Street NO&SB Street NB&SB (West Avenue NB Exit Driveway) volume(70% (70%Factor) &SB Approaches] Y) (Condition A (Condition 8 Factor) Satisfied Approaches) Approaches) 70%Factor) 70%Factor) Satisfied Satisfied Satisfied 12.00 AM 44 4$ 5fi q 1600 21 23 34 s5 ,0v 6 28 - ... . .. .... 3 l 3:00 39 42 55 13 4• 0.0 05: 14 5 000 375 406 434 29 6,00 992 : 74. 1306 7:00 1754 1899 2162 246 X X X X �44 .55Q 1583 I5 .. .... 9:00 878 951 974 21 10:00 7f 7 831 851 15 11:00 858 929 960 27 12:00 PM 968 1Q48 I063 3 1:00 909 984 997 11 2:00 :: 7 99 .......:............ 3:00 1367 1480 1503 23 4:00 .:1613 1747 1.77.9 21 5:00 1703 1844 2041 130 X X X 6.00 1 1 04 11 5 1434 288 7:00 712 771 787 21 5� 8:0❑ 41 5 a 9:00 375 406 420 12 10:0D 23fi 25674 17 11:00 116 126 133 8 Numbers of Hours Warrant Thresholds Exceeded: 2 4 4 3 Notes: 1)Existing Osgood Street traffic volumes taken from tube counts collected adjacent to the site by Accurate Counts in September 2018.A growth rate of 1%per year was applied to the 2018 existing volumes on Osgood Street to project them into 2026.Volumes associated with the reoccupancy of the 1600 Osgood Street office building and the proposed mixed-use development at 1210 Osgood Street are not included in the 2026 No-Build Major Street Volumes shown above;inclusion of these background volumes will not trigger any additional hourly warrant thresholds to be met. 2)Volumes entering the development at the north site driveway and volumes entering and exiting the development at the south driveway that pass-by the north site driveway were added to the 2026 No-Build Major Street Volumes on Osgood Street to obtain the 2026 Build Major Street Volumes on Osgood Street.A total of 60 of the hourly entering volume and 5%of the hourly exiting volume Is anticipated on Osgood Street at the intersection with the north site driveway. 3)A total of 55`Yo of the hourly exiting volume associated with the Amazon facility is anticipated to exit via the north site driveway.These volumes are depicted under the Minor Street Volumes column above. 4)See attached MUTCD traffic signal warrant Information. ..,,,. •'c ,;n 311. - G OT _ d Highway INTER,.SECTION CRASH RATE WORKSHEET CITY/TOWN: Haverhill COUNT DATE: 09/06/2018 aatrniattnrr.wrreware.w.r DISTRICT: 4 UNSIGNALIZED: SIGNALIZED: x INTERSECTION DATA as so eat a 11 o sa as■asaaaaa a sa■se■■aaa*ar■.a►t/an oral a sea■aa soma►e 11 Boo a r we a a►►►ae/o■me■■ale ea a■o a re r rl r*P►r err■■a to a so it s►taesaalrr ar*rs$r a lease al a■aaa to t■*aa t■a■e■algal at*as M BOB o2os to a as■o s1■ra 8116 r sa a of ea1■is a all ads■8e116 sacra**a too*sae is sane sea loss MAJOR STREET: industrial Avenue Route 125 Connector MINOR STREETS): Shelley Road Ward Hill Avenue o�s� sew INTERSECTION N rth DIAGRAM (Labs!Approaches) PEAK HOUR VOLUMES 1 APPROACH : 1 2 3 4 5 Total Peak Hvurly DIRECTION : NB SEA EB WB Approach Volume PEAK HOURLY VOLUMES(AM�M 1 448 937 388 488 3259 K" FACTOR: 0.0 INTERSECTION ADT(V)-TOTAL DAILY 621 , 1 APPROACH VOLUME #OF AVERAGE#OF TOTAL#OF CRASHES : 54 5 CRASHES PER YEAR 10.8 YEARS : A): ass Ross Aso moo Ins golea.aaaassoto ads likes too tbtt*lotaaas tosaINa toam51a of*eon sea diem to ass►.■r Bell ore ererrterlsIll re sr arerreralrretrar onaaalaarr ill fiaaatr see a0amaaaa sod Bit salaarataaa oil ads 0*re a*aaa*o tt mass ofI tam a*ltat*■a a Its ttatas Ass III a"ass ry �MIMMM CRASH RATE CALCULATION : 0.82 RATE = (A*1,000,000 { v 365) Comments: District 4 Average: 0.74, State Average: 0.78 Project Title&Date: 1600 Osgood Street 09/27/2019 Vo Ig V.I k h t OT . ................................ W Hi ghway INTERSECTION CRASH RATE WORKSHEE'T 40 ClW/T0WN: Haverhill COUNT DATE : 09/06/2018 DISTRICT: 4 UNSIGNALIZED SIGNALIZED x INTERSECTION DATA ewe a I Oslo a a as A 4k Is It a I a 4,4106040t A A.* **940to Is as Is a a..".Owe%too be*SO a.■+■A A AV f04a9aa49QVF 00@40111PI.S a IN I@ R a a all ilia a ft as a a.$&$its a$a 141 NIP NIP OVAIF as a I A a as""a a. a 44419 s a.4*644f"o Ot*W*164,46.866 as 08006*04*00 MAJOR STREET: Industrial Avenue(Route 125 Connector)o MINOR STREET(S): Ward Hill Industrial Park ................... ,all INTERSECTION Nlrth ltz,, 41 DIAGRAM (Label Approaches) PEAK HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly DIRECTION : NB SB WB Approach Volume PEAK HOURLY 1395 934 56 238 VOLUMES(AM& INTERSECTION ADT(V) TOTAL DAILY K FACTOR: 0.092850 APPROACH VOL*U�ME ...... ........................... AVERAGE OF TOTAL#OF CRASHES : 11 OF YEARS: 5 CRASHES PER YEAR W A): I I a I I Is ISO PSI see I ago IAN OR at Ito a*&a a A a A I 6104#aasst a a Sol I.16mos a a.A a a—.a-04--od:$'Ojo's$k$**NOR I It a"I It M P116SIS It 44411$R a a 41 as Roma If IF to a I a a It Is@ 1#4 a a I as I bl*$So"Is&a a a&I a a AS as 663*a*S I a a**Raw Age* a a a a&&619241ho CRASH RATE CALCULATION : A*--1 t000,000 RATE V *366) Comments: District 4 Average: 0.74, State Average: 0.78 Project Title&Date: 1600 Osgood Street, 09/27/2019 e.;.3�t:"..riy..;.�•t..ii.l4'�w� i.� Ac 'A' "A Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Haverhill COUNT DATE : 09/06/2018 DISTRICT: 4 UNSIGNALIZED: SIGNALIZED x INTERSECTION DATA 1 r rr►►►aaa sa.a r a.aaarrr■at e•.■sar•n r rr•rar•■r•►ra r•r rr:rrr r•a.►t■rr s to■!r[q■f[t r►a•raa sr ra rs tr r1!flea iti■tttt r 1 rr Ir f►1!e 1 reatf ft■[!!a a rf t a.a ira it■a.it ar!•rstr r si sar•[r r slr i to Isat Iris+is•at►ra tf eta....ri►t ff r N fir■tf f tr a.f1 r r■t■raf►r ist sa.a rt[f■er[f!►+■ MAJOR STREET: Industrial Avenue Route 125 Connecter MINOR STREETS): South Main Street Route 125) ��4 w INTERSECTION N6 th zz�r,� ��� �• DIAGRAM 410 (Label Approaches) `�S$ PEAK HOUR VOLUMES APPROACH : 2 3 4 5 Total Peak Hourly DIRECTION : SEB NEB S1NB Approach volume PEAK HOURLY 906 1479 727 3112 VOLUMES(AM „K" FACTOR: 0.09 INTERSECTION ADT(V) TOTAL DAILY 34577.8 APPROACH VOLUME : AVERAGE#OF YEARS :TOTAL#OF CRASHES: 84 #OF CRASHES PER YEAR 8198 A): �aslaar[■rtearf[riarsrtarraa.t+rrrlrrfrarsara�a[a•■1►r�[ataitfr�r■trr•aifaisfa•srtirraasiarsrsrtrrestltrrllrarriai[attar:tatrtftltti►fitaaartttitrtttstrllriirrrtlrrrlarrtttf,tattifetrairif►tftasatflisalartrlsslrrl�rirsrslafarrtttsrtrrrtftrrrsrrisrNirttta CRASH RATE CALCULATION : 0.539 RATE = (A*1,000,000 v 366) Comments : District 4 Average: 0.74, State Average: 0.78 Project Title&Date: 1600 Osgood Street, 09/27/2019 OT INTERSECTION CRASH RATE WORKSHEET CITYITOWN : North Andover COUNT DATE: 09/06/2018 s DISTRICT: 4 UNSIGNALIZED: SIGNALIZED: x INTERSECTION DATA saw .eaasasaseseaeesaga.aaasam..e VA.aaa.r.re.e.e..rea.ae'go*me eeeatolaesseaa&sat■sagasoa@a to$$.,I sea*so*&A&sea aze"*to toolaal aa*gas sees as$48 e pipe sea 0*4 a pal Do as Be&*%*Kea*to a*&&A s4p as.06. *go ea►...a so,op..&leas•boa aasa.re...raa►aN0940ow.r■eaesoNaa0aaea MAJOR STREET: Osgood Street MINOR STREETS): 1600 Osgood Street North Driveway 1 T M INTERSECTION 1116 h DIAGRAM '1600 aS'G q ST. NQRTK WNEWAY i (Label Approaches) N PEAK HOUR VOLUMES APPROACH : 2 3 4 5 Total Peak Hourly DIRECTION : NB SB EB Approach Volume PEAK HOURLY VOLUMES AM 1448 453 55 9 "K„ FACTOR: 0.09 INTERSECTION ADT(V)=TOTAL DAILY 24 4 APPROACH VOLUME: .. ..... #DF AVERAGE#OF TOTAL#OF CRASHES: 0 1 5 1 CRASHES PER YEAR YEARS: A) : 140 pa b.t esea►.6 Nase N.ba..reeea Napapaa►I.moo as as as laaaa ea a as aaa bola a sea @ANe■N to a Nasaea a of aa•$Pas a tf Pass 11 11 i so S160fp ep lfl.l{s.a is attf s.tt■go Is a ateaaa as a a e■aaaa aaa alfaa.ablsa.eea sea aaab as a a sa eta NASA b■N.►t►eat Fare we Sol p■esaeN0as Pep aaaa as ata:it aba sa a aN Al e►.00 b■ CRASH RATE CALCULATION : RATE . _ ,goo one A � -- . � t V 365) Comments: District 4 Average: 0.74, State Avenge: 0.78 Project Title&Date: 1500 Osgood Street, 09/27/2019 ... .. .. .. . .... AU ay ......... Highw INTERSECTION CRASH RATE WORKSHEET CITYrrOWN : North Andover COUNT DATE', 09/06/2018 DISTRICT: 4 UNSIGNALIZED: X SIGNALIZED: #- INTERSECTION DATA — 11 al 6 wa 10 at a 5 6 a a a.a a!a 6 2 a a&6 mats■aA R as a t f I o I*4 1 a w o a q q o srs.as sr..at a as I o f o tat v*ji 6 a*a 8 1,1 N 1 4a a a 4 4 t v 0 v is 0 o$41 o 4 a 111;16 11 a A 2 12 2 ear.to a#a a SO&a a o o 6 94 4 4 4 a 5%44 8 4&4*o w q rr arsra 6"w%N a as 6■1.6 va 4 4.4s a r111t og 1 6 sea t 10 0 altto as f 9 4114 t SO 6 SO tar 18&4 9 84 9$116 Vt t 116 6 1 MAJOR STREET: Osgood Street MINOR STREET(S): 1600 Osgood Street North Driveway 2 INTERSECTION North DIAGRAM 1600 OSGOOD S"r- i� 21 (Label Approaches) t4CIRT"DRIVEWAY ........... PEAK HOUR VOLUMES APPROACH : 1 2 3 4 5 Total Peak Hourly DIRECTION : NB SB EB Approach Volume PEAK HOURLY 1455 460 132 21047..... VOLUMES(AM45. .......... K FACTOR: 0.09 INTERSECTION ADT(V)=TOTAL DAILY 22744.4 APPROACH VOLUME : AVERAGE#OF #OF TOTAL#OF CRASHES:1 2 1 1 5 ICRASHES PER YEAR(I 0#4� I wommo.......a YEARS : 6 A): -w—w-w"w"wo .A a lota.oaotd lam...7.....I I V 1, 4.o I art 1 a 6 a o 4 o 8 V&8 1 a 4 1 f a I v to o 4 o&4 a g 4 o 4 v o v o 6 1 s 0 6 b a a I I w a a a a a 8 a TA TA 6 4 1 Q a I IF CRASH RATE CALCULATION : 0.048. . RATE A 1 p000,000 V 365) Comments : District 4 Average: 0.57, State Average: 0.57 Project Title&Date: 1600 Osgood Street, 09/27/2019 - ............. High way INTERSECTION CRASH RATE WORKSHEET CITY/TOWN: North Andover COUNT DATE: 09/06/2018 DISTRICT: 4 UNSIGNALIZED: iCJ SIGNALISED aw INTERSECTION DATA rasaa so taa►a►a a a 0,04400411*aril■ss■asomata fs at I a I a I as la if aas,A g oaaatas As sssa sa elA Mmaa ass las I isaseil fa f Fria aI aalaIan aIan al l*Is a a a a a a a a"as so I a■aataat Alf a a tsgas Asa a Is I as as a ass moo On*I slss so,Oro,ass H 1 Ha as o It a■sa■■to■Its s fIo■IA a as ass as as a a as so**a►■a ad be s■a s■saa MAJOR STREET: Osgood Street MINOR STREETS): 1600-op good Street South Driveway 1 INTERSECTION N rth DIAGRAM � (Label Approaches) a OSGooa ST. 0 1fi4 SOUTH DRIVEWAY 1 ttoo PEAK HOUR VOLUMES APPROACH : 7 2 3 45 Total Peak Hourly NB B S B EB Approach DIRECTION : Volume PEAK HOURLY VOLUMES AM M 1340 492 95 1927 K" FACTOR: Oagg INTERSECTION ADT(V) TOTAL DAILY 21411 APPROACH VOLUME ##OF AVERAGE#OF TOTAL#OF CRASHES: 13 5 CRASHES PER YEAR 2.6 YEARS: A): e►aa1asraa■a1■1 too H■1soGas 0111so a rl 094sa1 aaa I a ssa11 ass asaoas Irlasrassr a""rarooar Iariao Ito 04411I4n101 I1111 rIsriaaaase I at a Doing 111I1I rillsrias Itss t000soi IrIiiiairal*sass s1 larl toll sIIrsrofrr Is sea ariasla1rr aoarrssIfan lob Is s1 soft Hadmists sIw141411 rssala as CRASH RATE CALCULATION : (].33 RATE = A` I000,000� v *365) Comments: district 4 Average: 0.57, State Average: 9.57 Project Title&Date: 1600 Osgood Street, 09/27/2019 's 0:j►':!5:',}r{:tI j : We ,x. OTA. Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : North Andover COUNT DATE: 09f9812018 DISTRICT: 4 UNSIGNALIZED: SIGNALIZED: x INTERSECTION DATA zooms oils Haas■e all as a at flaatass.■ea.■ea a"ado R***I*.■.....■...s.a a.as a.•srs.rA a.Ham■ate ms @ ea seeso s aafa■Is I a&*as a■s fine as*re s a.ee as a eel a■@ a a allat ea IIt A aea el sa Ol f N as IX r..a.ra a.a.a■a.■..a a a.ra•......so,or.a rasa....do.*.*a faa a.@ too a tamaaso al a as■&1a Os a as■a MAJOR STREET: Osgood Street MINOR STREETS): 1600 Osgood Street South Driveway 2 North Andover Raceway Driveway INTERSECTION Not ith v DIAGRAM D (Label Approaches) 'I 6Q4 pSGD S NdRTH pR#VEVYAYDOVER ACEWAY SOUTH DRIVEWAY 2 PEAK HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly DIRECTION : NB S B E B WB Approach Volume PEAK HOURLY 1 304 565 100 3$ 2907-� VOLUMES(AM►& K FACTOR: 0.09 INTERSECTION ADT(V):TOTAL DAILY 2239069 APPROACH VOLUME: F AVERAGE#OF TOTAL#OF CRASHES: 3 #O 5 CRASHES PER YEAR ...�...06 , YEARS a. a A)a It l sslaa ssllOalll Oaa■are too eaalaOaHasa rsa.a.asa.s tooaf as ammo Imo a l@asf.sma..e.aa amass as l l l aleoi@■saOO seta l It BE a sofaaaa ae a Ooltola.f too Ole Its@ffslfafl ale to is Igo fast III I Is I I*#MIsis&@lsao&We tits*@aast tosmaaa et saw*.eas..aaas as sal laaasama..ale.arOal+.seaanlm CRASH RATE CALCULATION : 9.074 RATE = (A*1 fooa,000) f V 355) Comments : District 4 Average: 0.73, State Average: 0.78 Project Title&Date: 1899 Osgood Street, 09/30/2019 OT W Hig)h way INTERSECTION CRASH RATE WORKSHEET CITYIrOWN: North Andover COUNT DATE: 09/08/2018 DISTRICT: 4 UNSIGNALIZED: x SIGNALIZEDE. INTERSECTION DATA tagdo �►ors..►.e.NA.../rasa/s to voila a►a assm so aaa its■sat ass*a ao s Its aai►f a■as**soon a.►a..■as►a►.s•.rararsrar►1 sr►►►.■66110.s..s►lr sits a■a tt Htlaa a■aaaaa a gas got/I lit a.laa■.ss.H.His H■aaa s48001.fa a#sea"I►sass sat a a w s all■oai HraaaaH■■ea.a..►...ass a.a.s sr r►s■as a►ra s MAJOR STREET: Osgood Street MINOR STREETS): Holt Road W INTERSECTION N rth o 0 DIAGRAM 0 (Label Approaches HALT ROAD PEAR HOUR VOLUMES APPROACH 1 2 3 4 5 Total Peak Hourly DIRECTIC3N : NB SB �� approach volume PEAK HOURLY ................... VOLUMES AM 1 257 610 79 INTERSECTION ADT(V)=TOTAL DAILY K�� FACTOR: 0.09 1733 3 APPROACH VOLUME: #OF AVERAGE#OF TOTAL#OF CRASHES: 1 5 CRASHES PER YEAR �. YEARS : • A): •Its a ra■sits as l.r/lase H iss/oaf is l/i41 rl osa I i■all ago al aasalt a ilaas/a aaa arils►ail■►s/s.a►!ra■sr er f asfar 1/./■/al.1 a add site sraasss to ass a al a as■a ase fasalf sears as too•f aaH 11 tit t la Its toss a a/faaaH a aH/tea al iasifa■e ela as a aE.Lfl!■sae as■s s ass as aaM 11 a ltaaaaa►*I If oat■■ CRASH RATE CALCULATION: a ,00y,0oo� 0.��� RATE -= V *365 comments: District 4 Average: 0.57, State Average: 0.57 Project Title&Date: 1600 Osgood Street, 09/30/2019 :.1:.P,i t l�i'Fg..M,:.��.�•�•611z d a,x'i lei a�.!'R�. .. w ipj Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN: North Andover COUNT DATE: 09/08/2018 DISTRICT: 4 UNSIGNALIZED: SIGNALIZED: X J o- INTERSECTION DATA ra►t►sd c bo b.►rs ca ltlo to ass a aA tca flip ads lcaff■al a New a"a is■tad as cast set Baal to atso Is a lot Its Alecto a sagas•t►oc cs a ee Bear eo s Boss d.a sa.e.saoe s.s s.e ego ego ax...ao o too srsa.b eO.r.o rr.o.st as ra..►et r■a c es.e■■eda►b.scars►ard►.a a►a csdsaas most ao Odle■a boa■a do■ao o ON tat flora• MAJOR STREET: Osgood Street MINOR STREETS): Casa Blanca Drivewa Great Pond Road (Route 133) INTERSECTION N rth 0A DIAGRAM ;% 05cp (Label Approaches) GREAT POND ROAD (ROUTE 133) QpD 5� p5� PEAK HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly DIRECTION : NEB SWB SEB WB Approach Volume PEAK HOURLY 1636 772 9 320 .2737 VOLUMES(AMrm): "K" FACTOR: 0.09 INTERSECTION ADT(V)=TOTAL DAILY 304112/1 APPROACH VOLUME : AVERAGE#OF TOTAL#OF CRASHES: 19 #OF 5 CRASHES PER YEAR .3t8 YEARS : A}: I hots at I ttsetttast Ilk I sfl/efltto hill It I It all I ago ato Ill so t1111 t I Is I as I assflts oil lip sip I airs►a tfla►floe it is a to a clad ao►■►Ass lilts tad eras dam dabs Alamo a l.rdtaf is Aabraetae a of I eta Bari**as Bala a to mail a ad d ors&Isaas*so t000s►dadaea as lasses ell Ae►AA.dts■co cos sal asa a fllle el etas ad a to►I CRASH RATE CALCULATION : 0.34 RATE = A*11000,000 V 365) Comments : District 4 Average: 0.73, State Average: 0,78 Project Title&Date: 1600 Osgood Street, 09/30/2019 OT toot... toot,.,..., R i Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN ; North Andover COUNT DATE: 09/06/2018 DISTRICT: 4 UNSIGNALIZED: SIGNALIZED: x r� INTERSECTION DATA >� arse a as r see sr as to rasa eta battle as r goes be age.r.a rarr se a to sestse sag as ag s eassr.g.g s.s■s sa leg tar■rrst.ss a dogs es■am Soo a►S e.■..tar n a ea ten■s■■.a a a►d..S sS t emerge a■o wave a ss Sera t.a.a eAs seat as a Sipe o to a gas as sea esta ales as a gg■set■s s.►se ts.sa.s...sa r...w a.rra.a s.a so** MAJOR STREET: Os ood Street MINOR STREETS): Sutton Street INTERSECTION Ill nth DIAGRAM r (Label Approaches) SUTTON STREET PEAS[HOUR VOLUMES Total Peak APPROACH : 1 2 3 4 5 Hourly DIRECTDIRECTIONN B SB EB Approach : Volume PEAK HOURLY 971 99$ 817 �?$$ VOLUMES(AM I�' : K" FACTOR: 0.09 INTERSECTION ADT(V)-TOTAL DAILY 09 5.$ ► APPROACH VOLUME #OF AVERAGE#OF TOTAL#OF CRASHES: 20 5 CRASHES PER YEAR 4= YEARS : A) : art fafststs.soeSoSea Islas eta as rlitf ea tips Bit rflalllfiafiSlltalftralelflfr rafeffisl of se leg to of ft ISO ago efs fiii►f afaSlatlfSHet►�a.Saelale Rsi aaat a os arm Seas■fa wise tell to a.la.esi IS "*Igo aa.a saai Rfsrsaiaasaesa a a■aegis"As.Ssesa.a►Te►sa..g.►aasa...a beetat aSa Se Ra Rs CRASH RATE CALCULATION : Q.3Jr RATE (A*1,001�,���� V *355) Comments: District 4 Average: 0.73, State Average: 0.78 Project Title&Date: 1600 Osgood Street, 09/30/2019 LA/VEiA /V M.am o ra n d u ..............................................................................----------j 351 Newbury Street,M Floor Boston,MA 02115 T:590.952. 5 To: Samuel Gregorio, P.E., PTOE, RSP,/TEC Monica Gregoire/Town of North Andover From: Luke Mauro, PTOE John Plante, P.E. Copied: Jean Enright I Town of North Andover Sean O'Brien I Hillwood John Smolak I Smolak &Vaughn Nathan Kirschner/Langan Date: March 25, 2020 Re: Response to TEC Traffic Peer Review Comments Amazon Fulfillment Center North Andover, NIA Langan Project No.: 140182701 Enclosed please find our responses to the TEC traffic peer review comments dated September 10, 2019. Below please find each comment followed by our response in bold. Please note an updated TIA5, dated March 2020, has been provided. Traffic ImI2act and Access Study.Peer Review Comments: 1. Osgood Street in the vicinity of the project is under the jurisdiction of the Massachusetts Department of Transportation (MassDOT). The Applicant should further coordinate with MassDOT on the issuance of a Permit to Access State Highway. Comment Response. tooted. Coordination with MassDOT is ongoing. 2. The traffic study area includes ten (10) intersections in the vicinity of the site; including four(4) existing site driveways. Based upon the size and scope of the development,TEC finds that the study area as provided in the TIA is sufficient to capture the effects of the project on surrounding roadways based on Traffic Impact Assessment (TIA) guidelines set forth MassDOT. This includes an evaluation of intersection in which the site- generated trips increase the peak hour traffic volume by more than 5 percent and/or by more than 10❑ vehicles per hour per MassDOT's TIA Guidelines (Section 3.1.Q. TEC recognizes that the 'generator' peak hour traffic(not peak hour of roadway)will generate in excess of 100 vehicles per hour at additional Town intersections not included in the study area, namely along Sutton Street. Figures 7 and 11 as provided in the TIAS depict a 2025 Build scenario where traffic post-construction is generally equivalent during the "generator' peak hour and the 'roadway' peak hour along Sutton Street. The Applicant should evaluate the potential trip generation impact further to the west along Sutton Response to TEC Traffic Veer Review Comments MEMO Amazon Fulfillment Center North Andover,MA March 26,2020—Page 2 of 7 Street at its intersection with High Street/Chadwick Street and with Main Street.where an impact of greater of 100 trips persists, the Applicant should provide additional operational analysis and site related mitigation as warranted. Comment response:Additional operational analyses for these two intersections and additional Intersections that experience more than 100 new peak-hour trips our included in the revised TIAS. 3. Although Comment#2 above indicates TEC's concurrence with the study area as defined in the TEAS, TEC notes that the Applicant should coordinate with MassDOT on the potential project impacts at the intersection of Osgood Street I Barker Street which is currently under reconstruction as part of off-site mitigation for a separate project.As this intersection's new traffic signal is to be part of a larger coordination stream, it is important that the projected traffic volumes from the 1600 Osgood Street site are utilized in additional mitigation in coordination with MassDOT. Comment Response.- Noted. We will be submitting our TIAS to MassDOT as part of the ,high viva y access permit re vie w and will coordinate with MassDOT accordingly. 4. The Applicant has provided traffic data collection along Osgood Street and at the study area intersections during the weekday morning and weekday evening peak periods. TMCs were conducted on Thursday, September 6, 2018. This date represents a period while North Andover High School schools were in session; but during the week of Labor Day. Typically, counts during holiday weeks are potentially skewed; however, the days following Labor Day are generally seen as conservative as schools and colleges are back in regular session, and the workforce is generally back from typical vacations, It is expected that any fluctuations in traffic volumes would be negligible. Comment Response: No response required. 5. No adjustment to the counts were made to reflect seasonal fluctuation as September represents a month greater than the average-month conditions. Note that the data provided in Appendix B utilizes seasonal adjustment data that does not reflect complete annual data. Therefore, the factors as noted may be different than as reported. Upon further inspection, TEC anticipates that September would still project as a month that is greater than average month conditions, would full year data be provided. TEC confirmed the usage of MassDOT's seasonal adjustment data as published. Comment Response: No response required. 6. TEC does not object to the 1.0% annual growth rate applied to existing traffic volumes; however, the TIA did not provide support materials related to the ambient growth rate of 1.0% per year. At a minimum, the Applicant should provide a listing of documents reviewed to confirm the utilization of this ambient growth factor. LANGAN Response to TEC Traffic Peer Review Comments MEMO Amazon Fulfillment Center North Andover, MA March 25,2020—Page 3 of 7 Comment Response: See attached AADT by Year Comparison for 2014-2018 at Count Station 5004 on 1-4951►ust south of the Industrial Avenue interchange. Based on the MassDOT count station data,the AADT has dropped between 2015 and 2018, indicating a negative growth rate. To be conservative and consistent with the traffic reports prepared for the 1210 Osgood Street, 4 High Street and 505 Sutton Street developments, a 1.0% annual growth rate was utilized. Please see attached documentation for the Merrimack Malley Planning Commission verifying the use of a 1%annual growth rate. 7, The TIA provides information related to other developments in the area; including#1 21 0 Osgood Street.The study does not incorporate additional traffic volumes to be generated by the #4 High Street or the #505 Sutton Street developments. The Applicant shall coordinate with the North Andover Planning Department to determine if these developments should be included in traffic volume projections based on which development applications were 'first-in'to the Town. Comment Response: We have re vie wed the traffic reports prepared for both the 4 High Street and 505 Sutton Street developments. The combined anticipated site generated traffic from both developments that will utilize the Osgood Street corridor is approximately 20 to 25 total vehicles during the peak-hours, which accounts for about 1 to 2% of the background traffic along Osgood Street. Since the background traffic associated with these developments is negligible along the Osgood Street corridor, we don't believe any revised operational analysis is warranted for the intersections analyzed as part of our Traffic Impact and Access Study dated August 2019. The traffic associated with these development is accounted for in the 1%background growth applied to the existing traffic. As requested under Comment No. 2 above, Langan has included operational analyses in the revised TIAS for additional intersections where the site-generated traffic is anticipated to be more than 100 vehicles during the peak-hour periods:As part of this additional analysis, we included the traffic volumes associated with these two background developments. 8. TEC does not object to the conservative application of reoccupancy trip generation for the vacant office space within the existing site as part of the No-Build scenario. The Applicant has confirmed the methodology with MassDOT, Comment Response: No response required. 9. Site trip generation calculations for the proposed uses were generated based on empirical data provided directly by Amazon and takes into account both employee and truck traffic. TEC concurs with this methodology. Although the Institute of Transportation Engineers SITE) Trip Generation, 141h Edition does provide similar data under Land Use Code (LUC) 155-- High- Cube Fulfillment Center warehouse, the data as presented under this LUC is a small sample size and does not reach the square footage level to compare to the subject project. The Applicant should provide supporting materials to confirm the LANGA/V Response to TEC Traffic Peer Review Comments MEMO Amazon Fulfillment Center North Andover,MA March 25,2020—Page 4 of 7 employee and truck information as issued by Amazon. Comment Response: Please find attached the MassDOT approval of the development's proposed average daily trips, dated January 31, 2020. Please find the attached supporting trip generation information submitted in September 2019 to MassDOT which includes count data collected at the Fall'River Amazon facility. Also,attached is peak hour trip generation information submitted to MassDOT on February X 202a 10. The TlA indicates that a 20% adjustment to site generated trips bas-ed on Amazon empirical data for carpooling and proximity to mass transit. Although TEC generally concurs that a reduction may be warranted, the level of reduction (20%) is elevated over comparable sites. MVRTA service is provided along Osgood Street; however, the service is provided along only one bus line (Bus Route 14) with 60-minute headways, which connects the site to Downtown Haverhill. The number of buses and the strict route to only a small segment of the workforce population does not project heavy public transit utilization. TEC asks that the Applicant provide additional data to support the 20% reduction based on specific Amazon fulfillment locations and their proximity to public transportation and the usage of carpooling and other such TDM measures. TEC notes that the Applicant does highlight the potential for additional MVRTA service through future coordination as a Project TDNI measure. Comment Response. Please find the attached supporting trip generation information submitted to MassDOT which includes count data collected at the Fall River Amazon facility in August 2019, 11. The Applicant has provided no backup information or description of trip distribution for the site over the study area. At a minimum, the Applicant should provide a listing of documents reviewed to confirm the utilization of this trip distribution. In addition, as a workplace development with peak hour analysis, the Applicant should seek to evaluate the trip distribution based on the most recent US Census Journey-to-Work data that is publicly available. Comment Response: Trip distributions were leased on 2017 Journey to Work data for North Andover. see attached Journey to Work data spreadsheet. 12. The comments as noted above may result in modifications to the results of the capacity and queue analysis and therefore TEC has not provided direct comment on the analysis as presented at this time. TEC reserves the right to provide additional comments and improvement recommendations upon completion of the peer review comment responses. Comment Response: Doted. 13. The Applicant has provided two separate capacity and queue analyses that project traffic operation impacts during the adjacent street peak hour and the site peak generation peak LANGAN Response to TEC Traffic Peer Review Comments MEMO Amazon Fulfillment Center North Andover,MA March 25, 2020--Page 5 of 7 hour, Both analyses were provided as the elevated trips experienced by the site occur slightly before both the typical weekday morning and weekday evening peak hours. Comment Response: No response required. 14. The TIAS indicates that traffic signal warrants are met for the existing signal in flash mode at the northern-most driveway. The Applicant should confirm this condition with MassDOT as MassDOT typically requires that warrant 1 is met for signals within State Highway Layout (SHLO). The TIAS appears to indicate that only peak hour warrant (Warrant 3). Comment Response: The four-hour (Warrant 2) and peak-hour(Warrant 3) traffic signal warrants are met at the northern-most driveway'(see attached signal warrant summary spreadsheet). Considering the volume of traffic expected at this driveway during the peak-hours and the continuous volume of truck traffic exiting this driveway throughout the day, we believe a fully actuated traffic signal is warranted at this location. Coordination with MassDC1 T is ongoing. 15. The capacity and queue analysis analyze the signalized intersections using the Synchro Percentile Delay methodology instead of the industry standard Highway Capacity Manual (HCM) 2010 or 0tn Edition methodology.Although TEC does not necessarily disagree with the usage of Synchro methodology, the Applicant should provide justification for its use over HCM. This becomes increasing noticeable for traffic signals in the mitigation condition which would be in"coordination. Comment Response: Where are a number of signalized Intersection's within the study area that operate under Non-111EMA or atypical phasing, which include the two site driveways,Industrial Avenue at Shelley Road/Ward Hill Ave and Industrial Avenue at south Main Street. These intersections cannot be analyzed utilizing the HCM 01 Edition or HCM taro Edition methodologies; therefore the Synchro Percentile Delay methodology was utilized. For consistency throughout the capacity analysis,the other signalized intersections were also analyzed utilizing the Percentile Delay methodology as well. 15. The 1600 Osgood Street North Driveway eastbound approach is analyzed under signalized conditions for the 2026 Build scenario. As the signalization of the intersection is called-out as mitigation for the project, this scenario should normally reflect an unsignalized condition. TEC notes that this change would have no effect on the mitigation for the location which operates at acceptable levels-of--service in the mitigated condition. No response required. Comment Response: No response required. 17. The TIAS notes that the intersection of Osgood Street 1 Great Pond Road 1 Casa Blanca operates at degraded levels-of-service during the weekday morning peak hours. The Applicant should coordinate with MassDOT,who holds jurisdiction,as part of the Access LANGAN Response to TFC Traffic Peer Review Comments .MEMO Amazon Fulfillment Center North Andover, MA March 25,2020—Page 6 of 7 Permit process to discuss other improvements that may be necessary at this intersection. Comment Response: Per the revised TIAS, we are recommending signal timing optimization at this location for both the morning and evening peak periods. Coordination with MassDO T is ongoing. 18. The TIAS notes that the site unsignalized driveways operate at a significant LOS during the peak hours. This delay and extended queues are contained within the site. The Applicant should seek addition modifications to the site's southerly unsignalized driveway which does not provide storage for more than four vehicles prior to blocking the first cross drive aisle; including a new drive aisle as part of the site`s modifications. Comment Response: For all periods analyzed the two unsignalized site driveways operate at the same or improved levels of service when comparing the 202E No- Build to 2026 Build conditions. The site driveways also generally operate with either similar or reduced delayslvehicular queues when comparing no-build to build conditions. We expect that traffic conditions during the morning and evening roadway peak-hour periods will actually improve Lased on the anticipated reduction in roadway peak-hour trip generation for the build condition. The two traffic signal's at the northernmost and southernmost driveways should provide gaps in the mainline traffic that will allow vehicles to exit out of these driveways. 19. The TIAS notes that the Holt Street approach to Osgood Street will experience an extensive addition of vehicle delay and shift the approach to over capacity during the morning generator peak hour of the day which will directly impact other businesses along the Holt Street corridor. The Applicant should evaluate addition opportunities to address the impact to other businesses along Holt Road as a result of the extensive side-street impact. Comment Response: Based on our analysis,this approach operates at LDS F during the morning peak-hour periods evaluated for the existing and projected no-build conditions as well. Considering the free-flowing channelized right-turn at this approach and the volume of vehicles exiting Holt Road during the peak-hour periods, a traffic signal would not be warranted at this location. The traffic signal at the 1600 Osgood Street south driveway should help to provide some gaps in the mainline traffic that will allow left-turning vehicles to exit from bolt Road. Langan will coordinate with MassDOT to determine if any improvements should be considered at this intersection. 28. TEC concurs that sight fines at the unsignalized driveway along the westerly side of Osgood Street meet minimum requirements as defined by AASHTO. Comment Response: No response required. 21. The Applicant has indicated that a Road Safety Audit for the intersection of Industrial Avenue &Shelley Road/Ward Hill Ave in Haverhill is to be conducted in coordination with LANGAN Response to TEC Traffic Peer Review Comments MEMOAmazon Fulfillment Center North Andover, MA March 25,2020—Page 7 of 7 MassDOT based on its designation as a Highway Safety improvement Program eligible intersection and a Top Zoo crash location in the Commonwealth. Additional crash related materials, such as crash rate worksheets should be provided in the TIAS for review and to MassDOT as part of the Access Permit process. Comment Response: Crash rate worksheets for all the Intersections analyzed are included in the revised TIAS as pert of our traffic study are attached.A Road Safety Audit was conducted on February 18,2020 and is appended to the TIAS. We trust these responses and revised materials adequately address your comments and .concerns. Please feel free to contact us at (203) 552-5771 with any questions or should you require additional information, \Vengen,cum\date\NHV\data7\140182701\P(o*t DatACQuespondenceWornment Response Lettem\20194Y9.17 TEC Civil and Traffic\TEC Traffic Peer Review Response Memo -2020-03-25.doex LANGAN Massachusetts Highway Department AADT by Year Comparison for 111/2014-1213'112018 District: Location ID: 5004 County Number: 9 Section: Highway System Number: Begin Milepolnt: 106.800000 End Milepoint: 107.640000 Highway Number: Length: 0.840000 Control: 1 40,000- 1 20,000 1 00,000 j 80,000 e0,000 40,000 20,000 0 2014 2015 2018 2018 'Year AADT:: °lo Chan e'Y�Y g 2014 115,236 -0.6%j 2015 129,460 12.3%1 2016 1280579 0.7%' 2018. 127,517 NOTE:Red text means percent change is>20% Generated 9120/2019 Page I of 2 Massachusetts Highway Department AADT by Year Comparison for 11112014-1213'1/2018 District: Location ID: 5004 County Number: ESSF� Section: Highway System Number: Begin Milepoint: 105.680000 End Milepoint: 107.640000 Highway plumber: Length: 1.960000 Control: 40,000 201000 00,000 $0 000 :F 50,000 1 w. 40 00O .. 20,000 " .. -:i 2014 2015 2016 2018 Year: AADT . .. Q hangs YOY.. 2014� 115,236' -0.6%1 2015 129,460 12.3%1 2016 128,579. -0.7% 2018 127,517 f NOTE:Red text means percent change is>20% Generated 9120/2019 Page 2 of 2 Luke Mauro ........................................... From: James Terlizzi <jterlizzi@mvpc.org> Sent: Thursday, March 12, 202010:43 AM To: Luke Mauro Cc: Anthony Komarnick Subject: RE:Traffic Growth Rate-Haverhill/North Andover Goad morning Luke, Based upon a review of the traffic volumes from 10 arterials regionwide that we count every year within the Merrimack Valley,we found an annual growth rate of 0.83 percent over a 6-year period(between 2013 and 2019). We expect growth to continue at this pace,therefore we are recommending an annual background traffic growth rate of 1.0%for all arterial roads within the Merrimack valley region. If you have any questions or would like to see the supporting data, please let me know. Best Regards, Jim From: Luke Mauro Sent:Wednesday,March 11,2020 8:52 AM To:James Terlizzi<jterlizzi@mvpc.org> Cc:John Plante<jplante@Langan.com> Subject:Traffic Growth Rate-Haverhill/North Andover Good Morning Jim, Following up on the voice message I left you. We have been asked by MassDOT to confirm with MVPC an appropriate traffic growth rate for the Route 1.25 corridor in Haverhill/North Andover to be used in our traffic study for the proposed redevelopment of Osgood Landing(1600 Osgood Street) in North Andover. Based on a review of data at MassDOT count station 5004 on 1-495 just south of the Industrial Avenue interchange,the AADT dropped from 129,460 in 2015 to 127,517 in 2018,indicating a negative growth rate. We also reviewed the traffic study prepared by VAi for the 1.210 Osgood Street mixed use development,in which a 1% annual traffic growth rate was utilized to project the existing volumes to the build year. To be conservative and consistent with the 1.210 Osgood Street traffic study,we are also proposing to use a 1%annual traffic growth rate to project our 2018 existing traffic counts to the 2026 build year. Can you please confirm that a 1%growth rate is reasonable to utilize for our traffic study? Luke Mauro,P.E.,PTOE Project Manager LANGAN Celebrating 50 years in business 1 '1970-2020 1 Direct:203.784.3059 Mobile:203.927.2507 File SharingLink Phone:203.552.5771 Fax:203.789.5142 Long Wharf Maritime Center 555 Long Wharf Drive New Haven, CT 06511-6107 www.langan.com CONNECTICUT NEW JERSEY NEW YORK MASSACHUSETTS PENNSYL.VANIA WASHINGTON,DC VIRGINIA DIVEST VIRGINIA OHI❑ FLORIDA TEXAS ARIZONA COLORADO WASHINGTON CALIFORNIA ATHENS CALGARY DUBAI LONDON PANAMA A Carbon-Neutral Firm I Langan's goal is to be SAFE(Stay Accident Free Everyday) Build your career with a premier firm.Join Langan. This message may contain confidential,proprietary,or privileged information.Confidentiality or privilege is not intended to be waived or lost by erroneous transmission of this message. If you receive this message in error, please notify the sender immediately by return email and delete this message from your system.Disclosure,use,distribution..or copying of a message or any of its attachments by anyone other than the intended recipient is strictly prohibited. 2 A/VGA /V Memorandum 888 Boylston Street,Suite 670 Boston,MA 02199 T:617.824.9100 To: Neil Boudreau/MassDOT Paul Stedman/MassDOT District 4 From: John D Plante, PE Luke Mauro, PTOE Info: Doug Landry/Langan Mac Utsey/Hillwood Date: January 23, 2020 Fie; ADT Trip Generation Amazon Fulfillment Center North Andover, I'IIIA Langan Project No.:140182701 Introduction Hillwood proposes to develop an Amazon Fulfillment Center at 1600 Osgood Street in North Andover, Massachusetts.The site was formerly used by Lucent Industries,which was estimated to employee 12,000 to 13,000 people during its peak operations. The redevelopment of Osgood Landing includes the elimination and demolition of the industrial/manufacturing uses and buildings. In its place the redevelopment proposes to construct an Amazon Fulfillment Center and the existing office building will remain. The fulfillment center includes multiple floors of automation that is used, in conjunction with the employees, to sort packages and assign them for delivery. To evaluate the net new average daily trips, we determined the amount of existing traffic that will be eliminated due to the removal of the industrial/manufacturing uses and added the anticipated volumes created by the proposed Amazon Fulfillment Center. The volume of trips to be eliminated from the site, due to the demolition of the industrial/manufacturing uses, is based on traffic counts conducted September/October 2018 by Langan at the site driveways. The difference in these volumes will indicate the net new average daily trips. Based on a series of conversations with MassDOT it has been agreed upon to evaluate the fulfillment center employee average daily trip (ADT) generation based on empirical data from other similar Amazon facilities with the independent variable being number of employees. Empirical Data Langan arranged traffic counts at four similar fulfillment centers to record entering and existing vehicles by vehicle type (i.e. cars and trucks) for a 24-hour period, The following indicates the locations of these facilities and when the counts were conducted: Fall River, MA August 2010 Tracy, CA December 2016 Fort worth, Tx December 2016 Ruskin, FL December 2016 ADT Trip Generation .MEMO Amazon Fulfillment Center North Andover, MA Langan Project No.:140182701 Janua 23,2020- Page 2 of 3 It is important to note that the counts at these facilities observed in December 2616 represent peak season operations. Peak season employee numbers and operations are different, and are not indicative, of non-peak season operations. During peak season these facilities increase hiring, interviewing, and implement variable shift lengths that create traffic volumes and characteristics that inflate the employee trip generation volumes and ratios. The Fail River, MA facility counts were conducted in August 2619 during non-peak season operations. This is the same period to be evaluated in determining the anticipated ADT for the proposed North Andover facility. The Fall Fiver facility has similar non-peak season operational characteristics as the other three facilities counted and the proposed facility in North Andover; however, it handles larger packages, less automation, and requires less employees. The three non-Massachusetts facilities are in locations where mass transit is not readily available, which is reflected in the elevated volumes of cars counted as compared to the Fall River facility where mass transit options are available. Even though that is the case, we are utilizing the three non-Massachusetts data sets in the creation of a weighted average,or blended, rate to determine the anticipated ADT for the proposed facility in North Andover, Fulfillment Center Wei hted Average Rate The following table illustrates the passenger car volumes observed and the number of employees at each of the facilities. The ratios for each of these facilities are added together and divided by four to provide a weighted average, or a blended rate. Table 7 Amazon Fulfillment Centers Empirical Average Daily Trips&Weighted Average Trip Rate ..................:... .... D r n r A' ; ;Tr.s v Fa 1 Rive N! . ec A Ft.ill rt TX Rusk n� FL ..... .. . p ' DT if I:;; A a u9 .... ...... lm+esMON.:= Enter 984 3,208 31549 31204 Cars Exit 949 3,275 3,553 3,231 Total 1,933 6,483 7,202 E oun l . e C #s Empioyees 11300 2,502 2,595 J 2,504 Trl Rate.Calculations Trip Rate(Car tril)slemployee) 1.49 2.49 2.77 2.47 Weighted Average Trip Rape� 2.42 ..........Trip Rate is the total car volume divided by the employee count(day shift+night shifty 2 weighted Average Trip Rate is calculated by dividing the individual employee count at each location by the total number of employees at all locations,then multiplying that result by the trip rate at that location and summing the four locations together The weighted average rate (ratio) above is combined with the independent variable-the number of employees-to determine the anticipated ADT for the proposed North Andover fulfillment center. LAIVGA/%/ ADT Trip Generation MEMO Amazon Fulfillment center North Andover, MA Langan Project No.:140182701 January 23,2020- Page 3 of 3 Pro osed Fulfilment Center ADT Amazon has announced publicly that they expect to employ at least 1,500 staff at the North Andover facility. Utilizing a larger number of employees to over-estimate the publicly announced number of employees, would result in a larger ADT volume. This approach, along with using the conservative weighted average rate from Table 1 results in the car volumes indicated in Table 2. This volume, combined with the anticipated tractor trailer truck ADT specific to the operations of this proposed fulfillment center, will result in the anticipated ADT for the proposed Amazon fulfillment center in North Andover. Table 2 North Andover Amazon Fulfillment Center Anticipated Average Daily Traffic �ehicl T' aNT�RTBiWALN Cars' 2,178 2,178 41359 TrucW 242. 242 .484 Total 211420 2*420 4,843 Car volumes shown are based on 1,800 employees during non-peak season operations multiplied by the weighted average trip rate of 2.42 trips/employee developed in Table 1 2 Truck volumes shown are based on Amazon specific truck operations for the North Andover facility Redevelopment Net New ADT Previously provided to MassDOT was a description of data collection resulting in the average daily trips removed from the redevelopment associated with the elimination of the industrial/manufacturing uses present on the site. Accordingly, the ADT volume eliminated from the site is 2,975 trips.Subtracting this volume from the anticipated ADT of the Amazon fulfillment center results in the net new ADT generated by the development. Table 3 Illustrates this. Table 3 Anticipated Net New Average Daily Trips On U Proposed Amazon Fulfillment Center 4,843 Existing Industrial/Manufacturing Uses Removed 20975 Net New ADT '1,868 Table 3 indicates that the proposed redevelopment of Osgood Landing in North Andover will result in a net increase in average daily traffic of 1,858 vehicles. Wangan.c-om\data\NMl\data7\140is270I\Project DataworrespondencelComment Response LattersV020.01 23 Final NET ADT Memo to MassDOT\2020-1-23 Net ADT Final ❑oT.docx LAN&A Amazon Fulfillment Center Fall River, Massachusetts Raw Count Data LA/VGA/V .'",r ip in N m M,n m m a ee sh H W p fn .a .s a0 w a•R�O rn m H W aD a1 P.N �''► O rr Ub in r%to of r d.rr M re eu��yy pp pp ip i+pp�.�. q�e� p y w w 1fF �? w•+w,4O. !'�as 04 al'a V4 rat.•i w"i M m e�i F4 rf 4a eli vt A ri d N w A M N .ti�'t y;,� f�l rt rZ R rMr 4 M et eta K�'�' fV V aob t ev sr►wh N M N to.i r4 r►m m v m AD ems►'C�"m n N rri m o In m W)in on a1 r4 N s•is't m m n rD ti gn v m 0 NI 1•ch H .�.i m m no" 4�-f.v'^► �:� tn m to P.+o rt w V4 r.d th'n en H w N■'„�i ul^a�• a �n a N r••r N,.4 N 0 w+m rV.4 N,+A N N rel '� vq 1b MI+as; T 40 m N.wi ra irf a►+A tp in irf iD ri mw m m�€t► A n r.rri r%t.In w fn w W r+as a0 .I.i�}:.sLs_ iD r-in is n+w m is 44 r4 qr H!0 r4 N rri N iD q�N r.4 ir1 q a a rf w4 N ea N 0 N rff N v4 N N N H w d s7 w in m ew w.s 40 N wi.la N qr MM�v v M tes w ul in w qr it a Gh N en N to qw ie!AV 46 is to irr ao w m Mr in N In v 40 Aw in qr o:Or eA sn ir}qW iri of P-I%-w 03 N IN In N 4A Rt wi w C4 w+p w o w on°,•� 4n d+r C C7 C1 q w4 wt w Q wi w 4 rti G CS A D w rr in v4 y w w 16 w4 M wE w*N r4 rN"4 r4 ns fn N 4"eel V N.4 rq i►1 w sei n ro ul N'�vn qr qr m w 4n N en 04 rV fn rn M rt'W m N M ei rn M W N"t wK w N[V M d 0 v4 wd N wi co re N r-0 • ri ju y G Q p rl rl w ry p.K.v.q.4 V4 wrt p�j.r p w eat f4 C.-I a 0.4 r4.w"ev 1-4 rN rs m rH.v ri ru*4 M CS m nr er!N in m w4 C]04 r-4 wq irk N m Vi w m rr-t m N a eV w sv 44 m ry a".c r4 w*r4 v4 rg ev eV nE 4t t r4 w m.4 ev con4.-0.s.t+l�r4 v�4 C w4+�q L1 w +►w a sq w4 v V4 Wb .i al A C7,�i+� Q rA+Sr Sp ti!m ps ref ur► ee ea at 04 M wf t6 vo ra ar ray �►r�ri u1 stir y�$ $ aC rn�. rt ev,fir a�ys�!qn C4 ev=D w1i in v "� r{4�in m rI eV f'V w r4 fn rt ri to ri v w a%y�W v4�R)wK qr�N..40 S r'►01 fv w w fly 14 roe 1 d I �?rt ri rr sw m�m� � � . w a m m sy er w rY N C.4 N w C tia wK rr1 Q se=m at t►++t rR:rti„^rs rA >n N w rV+-f sn w.•i••4.-t es Ir7 f+i w►i m to, iri u7 ry W H 1n N N set iff ,'"r-e.'"i-i�n sa�a m c sic,�,f e+[rt tt�r nt nl rV rl iD ao tip r.t e+n+v C Cs rtit a+n sp N M.•1 p C?0 v4 wi w C ri 0 C3 r4 w4 N Ch� sn m A ii7 w�i uNi pi iNQ�w�sK►eel fti!'a 1+-0 in in m m N ref ry n4 ref%D at"4'�vw N er N 4ts . Rf�p7 rf[tii s+r?tR>A in iti v►�ep rh wt a4 -r G � W H ri w rtii.i11 A in w[ 'q rft en rK N m w rn m Q w4 N n eT ref r,y erf w q al ii. QQ ¢ QQKQQQQC ¢4 QQQQt Q dQ a 44 Qaae�a.aG-a.Z-siaaaa.a6C6D.Oa.aQU.a.0.aa.o.o.o.a.a.aaae�.a awaa4ao.a.agc� a.0. UN A rn pp uy �n �y p of g r ir► its uti o.n r=p>n p v�p p yr� p u� y��y itf q ..i rn!�C7 +t S�I rr� err►•C�C C� in m.r ewe N 'ri!ri rd rn rt t�r�rA .d a 'n G il+C7+ R�, $ri r�! L7 v►p ui rr►p C�C CJ p t an ut Q v'n w4+wvf rry C Cw?A t7 Q 4 4 G ►►pp. pqC�a M b� ry"fir{ ~y w wi.Wi ry m';t s7 rWr�e+�� O e�r�rt�yak �!¢� pp gw1�4 eper�! CS Q�►�s Q� y p� nj T L7 Q t3 C L]q C7 O G C7 G*K ri w�+4 ri rY wi+rl vi rl L7©C7 C G C D G ice#C7 C7 4 G G G3 Q p p Q p R Cf O d p c3 C�+i r1 .�-t eww4 Amazon Fulfillment Center Tracy, California Raw Count Data L A. /VGA.. N . ... :: :::::.::..............j..,.;..:-..::::.::: .....: ..:.::....:..::......::: ::....::.:::::::::.:.::: .::.: .::.:::::::::.:::.�:....::.::: ...:..: ... :: ..:.:;..:..:....:..:.::...::.:::::.....:.:::...:::.:..:.::.::..,.. :.:.::::.:...:.: ...... ... .. ... �:......:'..i .. ... ..:::r:;:::�:: .. ..::: m .. :::::: ......... ....:. .... ... ... :::i:: :.:... :+.4..1A:'::1�1: '.�h G::::311::;:!l::f�l}:.:*17.::;M1..41'I.:MF.: `. :. :.:.M:: >1�1.:: :. :;^1:.:::;�:;': ;'':::��..;: :.�:': �:::::.:. w:...R.::':. r�::'p:;`:�:tiF:.':� .`:::..:.:+�1:::::;,'�: :�:::.:..'p:.'::':::; ...;...:.':,,..;`0►;';:�.':..:"'� '"�lr.. is �..w4..4�... .. !a r! ... .... pp �t an r� �y .... ..... ... ....... Iri. rt::.::: w;.y:.{{��.... !f1 W..p:..1D: ►7.. .. ...... ........ ............. ......... .. ...... ........ r►.Rf. ..l7[:rt...�f...:...::�...rE::. ::..:. 411...A: �.:.eR.:..:: . .. ... w..........:.:.......:................................:................................ .. ...�.. .>: . ......................... .... .. ........ .. .. .. .. ........ :....:::.:...::.�:..:......:..::.....::.....: . . ... 4. . . . . a .r�...v`...::a;`:. fi: er aar�trt�v>aao.aP} a .. ........ .:.:............................ .. .... .... ...... ......... co Q.G.C?:.A: <G.C3.;. is :. I:j:'::: t+. .''.r:: N Stl tY wit �p . t9..... ..ii.i"1 N...+t. 4.rt..*►.lQ.S7..t�1 M.. �..C7: A. ..M.. Rl p.d+C1.FE.'.nR.W......4�... -........ .. .......... .. IY.... IPI..� N..YA:.Y1:.�1i.: o: ................ 1"i... .:�k;: ::.lM:;�lt:.:1p.:1::. .. w0/:: ...... ....... . .. .... ..... rE................�r9.. �R N.:E�.IR:.Gi:R1:11�lR::... ... ...... ...... ......................................................... .... . ..... ......:.......................... ............:....... :::::.......... .:::.::... ................ .............. ............ a w ;`::::': a " .o _''; 4 y� ^ ay us :::i:'.i::::`::. O.. ltl�E.':Y'I:.f!R: .+Fs �D... 1p�. a; an> :.fir'` .. ......... s... �........ r�........... ► .. .. ....... s.....:......:..:.:...:............. r� .. ..... •e `. ., .� . .:: .... ,�,�. .................. ...... :.:....:..:::.:.::.....::...:..::.:...:..:.:.....::....:.:.:......:.:...:... .........:......:..:..:.. ......: .. .. .., . �+r ev v�ar r+a q ra r►�4 N ay V'eY P6 C7 aY�a�ti h Q H m pa 4R+-4 Y1 n�in H A 4R AR!•-�►�u�t..�1st m 4O a+n q m A f�N n 1I1 t�A�Q m in A�P4 n uD of aO iR m n��K>K a�see srt�m wi d7 T�'Nf en eft m f+r;n man of p art ry Al b��:....... � . •0 r i i 44+iA � D g . 9s aY�'In tit M G.i wt r+a rE�!�►N!A G N T+�d H G Ih N sO 4tl H Yf l►t 4 T'E N 1I1 to a+►A QY L71 �+i YI!a{D!►m b m A ep�'A N A A l^{O1 44s 1f1 n ay A iD v 4Q N1 erl f�Vr Q1 w1 n n n[n m m�t Y w sn m M ex nR e+t►n 1!►C7�n a+a m vs W4 C Ia C 9 v4 . a eac,cae�oobooaoocavacsaoaaa❑a•-bbo�rsor�acvooanvrcvrabc�a•-OaGrrcaavvc5c�ooacabaacsvcaa.-vvavv«-vorsava000cbrGOOac�rso� �� . CLp "` rrGan�e r4r�.yC7l+iry S�bra.a enarspv�tl�Werys„ rrbi,*'.�a'�ncmrrprnorno��an+arriu�°�t�1n�s��enwr�e�nln.nr•enea.rcrw�n3awe`irk.ntw in fn wcre'qw°�"�n�•rY.��n�gevnrtr�vNH����mr1 moo, �[ 44 M q s� . 2g wy� 7 N . 1n q0 G n GOOs�rtP4CCd L-iCO bqD GD G CbC7 GpD H Ci00 Ci CiCagAQ b C?O4Z HH.a b brtC�Dbfl b p.+rl r4O r1 b ORS3 C7Aa�gwdC ORDQ AQd Qar1d R•tpA�SCiOG QOOO C?CSCY 's qw c i li-- s I . e w a/-0 -r.►roQ,�rro,-cVab•-.-n�r�auaal'T- � asi`n$Vc�i:w�cv.ras��vsrramao�.aaasm os��aa�ozwt+tar�rvmo�sv�tvves►a�VD 4N a� ,'s°Sr�o�cacsene��n1.-�rac c�n�nvc+e��aa�or� a I �.r.- a w_ w M q R C3 Li C ri C!K r1 rr b ar rK■art o o y�in h Q1 v N u1��pp oar o+10 iR tR M+�er1 rr 1n a Y'1 a"m 16 o P.N an m.:. ..::...:.::.:.:.......::.. .. .. ri.a Pal Irs w[ M 4P �6 a+a ny ..... ::. .......... .. ..... .. .. 4 w■+.-9" � .......... .... ....... .................. .. .........:.....:... .. .......... .:..... ....... .. .. ... .......: .......::::.:. . .. .. .. m.............. .. .....::::.:::............. ............ ............:... .. O Q ...:.. .............. . . ai % wE R ...............:...:':'.:.'..':.''..:' '� A 47 i7 b b C7 et .d R R R q C! t]OOb b ,t O O D g b q 0 M OC C7OOOCo rs ..... . ................... ..........,....... 1O .............. C w 4 �^ M . y�r a N Obi w v� eo A u7 N R o7 c+1 47 v'�m r 0y Q G44 i� 01 C:C7 9..R:Q.-9.1i:.Q:.P?.9.Q:�O.. :G:G.:A.:D:.Q.RY..Q.O:G:.D:::CS:C3:.C.Ca.Q:Q:..Q:Q.a..Q.C7..C7..p..O..Cl:L7..0..o 0..0 a 0.0-0 0 iw T. r r r r ..... .............. 3 :: :. ..::....... ..:. :: R .. ...... .. ... .. ... .. ............ ... .... .... .. ...... .... .. . .... 8 4!4.Ci.R7..en.,I>-.":-C..w..i3:�QIC;i�.T4:.CY:�.r�I.:a :lr�•r� � �.#n� ��ti:� �1►1R�.:W..a'.�.[+1.�.Fh::Vl:ers�.:•�►:. :�1,.p►..L*,�1:�r4.ww:erF f!►1A n w►.. . . .:..::'.. C� pry ggqq erg e'.�a.s t^i a+l A O►TA wl ra x4....-,.ti:. ::�.: :.'C;.Op. 4i:t +�r::�F;sri.yy::.:.::::::-: ee�� o t� �a n v�sr... n n as a0■r na w��h ty t7 ry.a.a�n n as 1►+4 us sn rr�n n to x� .0. ..vt ..: .�.raf..r�. .::..::.::.:..... .4 .a n an w►n .o .:................. x�.: ...,....t.............:..:. ws a,3 ....... .::......:..... in ...... ........... w ........ M.: :::::. :::::..::..: :: : .:..:. .:::.:...:::.:.::.. :..:: ::. ::::.::...::::.:.:.::: ::. ... .:..::..: ::.::.:;.:::::.::: ..::..:::::.:..:.. a0 Q ........ .. .........................:.. .. B . ........ .. ........................:..... . .. ........ ....,......... .. ................ .......:..:..:.:.::::::: r ... ::.....::...:.....................:.. A a C ca. q.c►.4a:.Q:a:.o."Q..Q:�Gi.v:.ri.'�.v'. Q:.A..C�:q.C7.b... Cf" C►. Lf:.. rf:st:: % Q.ti:p v C.:ri: ;:w..: Q.:p C7 0..0:: a.Sx,. ... .... ...: .....:.:.... ovv acodooggqbcaoocacc nvooaacscsr4000aar44sgCppOwoC7 .... ........................ .::.............................:....: ......: Gi..iT..R.A:D:A. 'q ` .s D 4a e . .......:......:....:..:...:. a w .� A er s e� . . . �j �r} p� �r} �s..A.O:N.. r O;+r:.►.O.L7:r:G.:.r+:CS:o.I%-V:.. .W. .,-:.w`:1•:.; ..: ..::.....:. 40oC4 CV07aIWm07.arr0r► dN r ...... . % r Y".f�.Zl.T..{'"..!!!.�R Pt VT SD O CY aD[Y Col0 1�1�m 07 i4 T CY r l+�r 0 r m a ....:..........::.:....::.:.::....Q.W.LV. ..W.. ...r.. .. :%lp:::C1.:,C4.:T.:: :. .: ::. .: .Gx::. fY A e+>I[]1O rr K C A V. waV YyKlN 4p t. r':.::>:::.::::.::::..::. r..r..r............:...... A ... .::.::.::....:: ri s_ :.. �....... . .. 0 siC .. . ....:.. . . . .... ... . . . . . ....... . 51 . w a 2 a .t.a.r.Y•+:�arinir]raids+oinddiri.r•r��w►sn�i.iiv3aliidid :r:e•+didgd�d�tlaiabs3:,bEww.""i�.'"+«''s ."s •• •:•�iarie�+ii�r �.si�n� :¢u�iiri�eii�n"$ictio+di�•'$erii�d wt 6dhi�a .�i�� tR A B .+w c -3 w y 9 f= a.ar-a r e�..rr r, 6 T -------------- }►' d. er+�.' as" ry N � t.ns'r n ..�:.: 6 " �:: 3.' *� iI!e�� �.,�e�:a+ e+.�:3�..� .�+ �..�. q4 ..�g w r,:r: ,,.. �:.E..: .5'ti:." .�.e�I ri.>�v �+ r >v t'4 W W.R';rl r4....•7:. .i: rt.:�.r►.: ... .. ..M.rI ri M. w.s.y t1 +M.re.r :.a.!"o tV N�! lY ri y. ....... ... .:........... Q Q..Q.a..a.c' 'a.c ta':cs.v..c:C7.ea aim a.v.C.a a:.a:¢.a: .zs:Q.ss.Q:v.a w.D.v 40v: ao a Cs:`o:A:o:c:o:cs`r�'a o v.n 0:o.v.D:Li.[7::a:o:c�ea.`a:.a:a.c.ey a o a o 0 0 0: r�sa.o a rs n ti o'o:0a es e'a noa... ..a .. ...:.:.... ... ................. ......:....... :� .............. .......... .y �.. ,M w G'.:C? in s�►�i M:N ..s' w t�E'C+. esE.M.a+! wn m.n l+r b tI►in:*:. tar.r. sn�a �e e►44: r. t► f4 ��6Yi���: .i6�... .. ..... .. ... ........ .. .. ... ....��. �.�� :.�1� Q!. �!►:�.����'�l`+'0•�.�r�:�.ti'.���: ...���:�iR:�r►:��.�.It4�1!!���.'4 k�.��N��*R.�H�!O.wM�.n:I►:�"S'T��'!!'�'����1!>;���':��rS.�.i�Ft.m.yr d..yt.. r.. v►.w+ rrI•r.. .w�v+ ++ e+r m A•r N r tn:.. a n►:..c 1►: x►. .r a.r+:.�..ul.>.r.. :��•:. ;� ..ti7. :�.i. .•'°K.:°: ...rn:e�; .r:r+.. ;:+ '.�._.+�:�:.r+::"a:.a.m:::w:.r.$'.:...r.w.«�:"�''ay. :p..'4.r. ,.. ...... ... Iel:atf a r•a ee► �e y rr er. roc.w�'. w:. .:ry: ..ti.::. ".....'............. 'Ii�'.„�.rK: ', ..r� wa..y.w.�..... .rt.�+�". �i,� avwiwooeiaoacovvvv ocs•,•,AAoovvov..aar+�.o•.Apr.o •+onocav-+aer10 1000000100 n cooavAvcoo co 00o00%Jooa.40vvv00 40 a �r 14r ovwwoo vovaoaa aav cxco-iaAav000,0•j00.4 0 ,oargCo, a coca v••a,4v•.avvvaa0000a.+raavavvvvvocavaaaooaaao va 00,4000000 G.tst}O L7[S a a C3 GA GC Ca 00C),3r0 QQ Q O C70000C>CST-400 aaa04D rr C7aCSQGOQrQ000C>000 Q a Ca Q a r00V A Ca00o Q Q Q C7 C�CC3C7OC7 Ca Q Od Ca CYtJ C]ca a C C?LZG i?� 40 a!R w v 4 r%w C rt e1/.4,40 tV-to.V.t0 C4 fo r%V'#a N 10 in t/t Qt fti N p T iR m r'm m tV M-q[-to.y n?% r'F'qr w T.+t%r•a +r vs r+A m 0 to gn O i0-0 QI ry w is w at t.4a sp a0 m vI at w 1-0 K1 m as In 00 IR rl wy rl r-t!V IIf eV� i r! Y1 M ob 44 sn ri ri e!.-1.-E ri ri 1 frI.1 rl e{ W W l�l LY F4�1.K 1f► Q tsl.�ri .9 lea M n tz. ri V N.-1-4 M Q C+/vi r' r■Y eV m.i iY A Q ti fV ri a aw co W eq m P4 M n m t^t at n to in m v w a A 10 W.+to Nee w to 0 A 0 r�f%.�m f+is rt r+m�q m v W w;k in w%tp 1A+4 ft is i+t 0 4W M N M♦.i M M V in.1 n rat n 0 W%a Shy ..F K w^Ci."s•�,y ht;'�-t.i7 61 r:^V.f+!5`t 0-C. 'Q'S{Y C�Lo so N U)t�a 0 as V VIP N N 10 f►V) ev?�-to�1C 0 d 0[rl tV[+[i9 d+Q'w to d t►W 90 40 Co 40 N to d0 N 0 IT A e7 W R7 in IQ V r M V N V a►r r N 0 0 a 30 N� iv i,{ r r[11��r����++yy G r�•- r [Y � l,1 1-r rt v o r•A in 5 Z. w t�~ t raaawvaaa C7AQAp•rCOaavoa000DaaaartovvcoQQCSoaa aaaa s �y " s3 'tr--sniMNcsrvvs+•s•-•r MrolAartn`InJ-_ 0C4 go• man•-400V c0C40NellimQaoo40Cado scow:ca4000Csaoale)001 404*0 0aC>004 csvCer,eoa0.aaaeatoaovtx� M r N r' " ......v%t m a to 4 at--rw er++ws 4".-4 N r—40 f%r v at a n{r c+rt I=v.S e M..-r..u+ irr:7"-W N o r..t n 10 a..e.I as a.■ at 0+0+0 v rt eti Ln w.rn in m m eo to w r A ss..s n of M w Iq�y7 sp er^i►,ei w m Ie �.:...�...: !eK.... �:':�.::...:.. ++r.... ..w.s..... .� v4 ('4 rt rQl LY V4 ry rq eV 94 T to rt N M�10 N ri ri el tV.4 II so 3 .. coovcsovoo'eso:o:o•.icacacacaaeti`. .,.:... 00.4.010.vavov�oovoaaAACaocaoa.,orsrszyva+�cxAOQoaoaovao.+a.•acc..0av r 4 1; V- N Q 40 a CY N.r!4 4J r»..r C3:w.fZ'A�:�C� ¢¢x`!. N�G 4a t{Z.r:qw.0 0.r TA'!1 cv.CV r t-0 O—C4 ON r 4o O�O 1R 12 ID •t O4 to C PTA m m r 0 n Id tG tV to!►N m e7 sF ..........::. r r r Nrr +r r� RVr'qor N r Amazon Fulfillment Center Fort Worth, Texas Raw Count Data LA/VGA/V 3 Cl O A r Q d O w p w 0 0 0 a Ca a g a r r7�r q �►e7 r N Nt+r r r r N w r CS�`ai r*+Q a'S.^a e t C]P r t7 r7 e^r V C Q 0 O tr r a n N r r0�•�er0 1D Y�;�Q r w C D P t Y T CS Q N Q r q r a C-!w O r Q mQ n y�ppyy z -•.•••n P.a.Wo m m.K r. .a ry iP:�..ram,.r.u�r�.q-i t rr N r'�en n�w1 4.�no en n3'A in.4 in 4�qt an�an um cn eti m-w m s m r4-v eat rt rt-c tD mn qD r►%n.�-���,fir�eP+�l�►srt re W m�n 4+n on ti►+s p rt�S ry o f�.�.a bn C+o�� n Sa G:.:O G.. .Cx G is 0 0.0•O C)C:ya Q"A O'0 0 010 A 4'.�Q Q Q Q O Q Q a d Q p O C3 P Q a CYO d a C7 d Q A a O a a a o Cs O a Q O d G d O Q Q A Cx A p Q Q CY 00 O g d a CS 0 O D 00 G 00 0 w - ':aura N C r r tV C7 r N N tq r P N r r a a❑O r=Olt Q Q q NI N r 0 N 4-O M r w 10 n O VI V V 0 V V N V V2f r N[t9 IkO is N 'V'n@ 1W V U)ei w N O N O-rl qa CV[V P Q P Q tY ab a it w T A CY N O O r^di NO r. IdC&in IV"i? P T O T O O A in w Q w Q r V)Q A Q 0 O N O r to C N in 410 t*�Nl r Q Q O O O r 0 C4 O P d r q T Q 4N r r O O V e� 4, 4r +s . ;`4dCSat7gvcvvvvcsgooaoaQaaoac.Kcvvooavaaa❑ooa•+aa.tivc000040040occ cl.`40 dancovoaccaocQcav«cvO +a w IN, OaOOOtscY0 000 CSQO 0000a 0a00000a d❑Cioa oOava 00000a0,a0000000000000000 P0000000a0000 c©c+vQavaaisaoaQvaaadaoo P3� on vaQvcxoavoovoadPdoagsacr�c>oQOQ Qo vcsacaOc�PQ PQ.-QoaacaaaaPP Qov0Q40W-0000 raooa ooaoaaacvc00P000 s000avcn eC c0 v�QCAan _£ a v v v �,s9•O a c�.•Z a o.v G O.Q. C o u CIA y,d o o 00 O C1 0*-v a 00 C c a 0,Q0 00,0400 00 O Q O O O Q a Q 0,0 A r a Q O O a a A Q d�v a o t7 a v v q a o Q a a s rn w ii NR Q N sa z �aQ"1�rt e �tt Q • re.� 7 Y1 �ss V eV�.4 OMri O 14►4 a4Or4Or1 v a py on in 4 mm Laera . rK 7 YO � n o e► el et n an.4 I1.� rf n s�.� w1-1 eV w r+ wt w rf r1 ay V" Si rs-4 V M w ei-4 ey e-i rt.^e n ra All PC7QaOC7opPPOaaooPa000Qt7PaoaQPOQaaaaOPVOQVQ0QO❑PODQOQCsodiadcb00QQ QQQO000ora0a0aOvaOadaQaGOOgaaaC]aavC1� m M O is Q.-O O O O C7 CY Q Q Q Q Q O Q O O g a d O d N o o a P v r v G1©.-tq r P N C Q Q A D lV d d CY t7 q Q a CY N r Ca d Q A r Q O O a d a r a A P a a a a N d Q r Q o d a d d a Q T a w a CY O a a t r m pp p N O 67 Oq r m Q 43 N[�V3 C3 to l►CD r 0 !► C?MJ q a V a MU),N g m.-Q O W O M@ r- Q •+❑V' (►m 10 N F.-irJ r+A.»1p a CN M to M 1�..1 {�'rf a m m#n qr.+us N r+rs rt.a eV trt r i c In c N en.•4.t qr V4 rr N r►t+[N r4 v t r►m 40 aQ -V m 4A a fa N as m m M M M at b M v r•W N qr.t W qr u1 in In w W en r■r�i M�W M V O n..V n,-a.ti.y w N are V N an.`4 r4 w .a t:YY�g 33 a O CY❑P PQadd C7P C Ci4 dCSC3 dO o Pa v 0000❑vQ gOOga CSCSQ OO D ODQv vaaApaCAO a 0 CYAti aPPQ OOCaQd da vQ O GQ 0 ra ra 0a a v a as a v OaC3dQQoo r .f- tit C%l7"r C3 rw f7 r in L7 C't r- [A V)N?f-r7 N Q%o r3 M i+ I►u?N l7 m V r I M an an 0 JO C N C3 V E?1+CS W t O 1*!►w e cm C4 tit vt �fr�et •.Ss y. r T 10 C3 P v a Cf O a a 0 d a Q Q O d O C r T a N T a Q N•-C4 r C>Q A r'qr m r N r r r CA T a a C O t'7 O r O r Q r rri in v r►W tel'N r Q Q V a a O P Q 91 a Q a r Q Ce r P❑Q A X. : r 3 a � P $ 6C 4cd �j p �j Q tCC-CC t C Q t QGCd Q pia a ca►sia as a s�a�a.s�.a.a.a a•4a tea. aab06MQ d G.a a ri o.�a� a.46A.a.a.a a.a. a U.a-OL weft $.fir .art nl► f,'?ri f�+ Q M .LM tea eae7 t�.�•e .�r1 Q Q W,o K"k a+l:�'rL r!1�s $w I Q„may Q ¢.��i Q e¢rl �7 tn ri sOn Q.�4 m Y1 Q w °I7 p v1 en Q Irf p Y7�ry HI .i In in do 6n d 4 w Y. 4� *I D O t7 o 4? e.`t�4? P.Y ��$�r�!r$wen�t CY ww e7f�e ary a ri r4 A rti+"1 rat ra r•t ry ri rE frE M m th exi r7 m iIS tiif at'1 YS to w to n P►r►n 0a OQ m m at m m 41 .K r4 rf.�[ev rr N e+r+K rF*'l rK i^C N re m eri.'ri:ri if`i iti 1t!tt1 to ip ap a r` A{�CG eo m CO Qi qi 4i Di O G D rn.r w rr •+L;J r1 ri rs ri rE eye�-!e-1 14 14 ri A rr r7 w1 ri wr ri ri!R Sg ►�. o►al a�..rr.:. er *� „ ., ;:�...Rrf>:.Mr.:.�:;:os.::s�...rn.::.:�o:: +�t:::..a... ::..: {/�. :a.. o.•r..a.`•r.�n.o►..n..ees.�.�..�..us'. w.. `::.+rt: ;..c• �►.�s w.. :: o►:: ::.r::tc.: to ft..:.....:..........-.:.:....:.....:.:.. :::i�e:.:.r .... ... ................................. ................................................................................ .. ►� .. .. 11� e ey... ....ri ... ,,...,:::r.:::::. ►. . •r.;:: sa .:ta`:'a.:'`'`. ao c�c o�ao v v a oc. v ......... ... . ........... .. ........ .... .........................................................................................................................................................................................................................:..:..........:.. ar � ........ ..... . W�: :e� ' .r. . a44* . A v : r1... � ih:. i0 :.;t7::1T..wl:.r�*..R1.�'...M:�+.. w:.a►:C:: :tit:.�.: cp qq sr� +t1..of.......... ............... ....... i�l...:.:...::.�+t:::rt::�►1.;,�.::. m:.ao:. :.: �!.:...�;..�►: .........................................................................................,......................................................... ........................................................................................................................... tie................... .e r�a s�•�Q o n.w v..c o sa n o c a, <n qr.. n in vq.t r+ • • + , , v •i .. a. . �m o a, � n � . � 14 � 40w nn.,: Nn i v� o•f.�c sso a.�c�a�r n.-�o�a�+.,o.,v Q+ v oa G V Q C7 A a ts0400000 C:0 o n 00 aoA Qao cao A 04*QC a C?o nC7C?oGvoa C)Q a 0 QQ a o Q QcaQQQCIt9a n n n Csv ooC 000Q000Go430 Dv 00 000 ooa s M � avAvvvAcya oavaAaooAcrcanQva.-At-s�rrAAraaaQovvnvoaoQoa,aQvoaoocavvvAAvoAvoaQaacsonn naaoraocsoQAQnraooavcaovanaev o� � 9 .Evcsoao.,o.�aaa..oavvoavr•a +•,Q a SR ..e°'r.•nr•o.�reo.4o,�.v.�sco.,c.,,,a�a�n�•+vna:rnac�ts.■aon•+NW404ss•Kr�.�cav �o,Y,mneanae•:vovw4 voaoao..ts.a "` a � = r�0aoaQoC4p a 0 C Do0000ca 00 0000010QQ1000a 00000 a 000c0CQO0o0G000aa oa OooQrm o o 0 o a C C o o00avacaaQ0oo 0o000ooQ aehA ,rc G'oa..c ti.cro rja ss v�at0Z�a i r+�ao000000 00a�-aa oCs0co0 00000000000ancvQv000V-0 co000 oaaao00ovcvvaaaaa vQ o ovvQ40 � ■■ u 0O0p v as Ma 44 N[?0 0a!►0r»N000 wQ 000 TA 0N0N0000 00 Ci rN rw aGNrQ Qaaa 4?0 N rt O NOtti N CS 0r oC Q p0 00 Q 0 s+a$ r � �.Y a.vs M 0 0 0 C o 0.r.•r O,•r.S w Q rt•�rY vt N 4n r I"n qr t m us.4 O.4 CS C3-4 on e4e o 04-V a I r4 4n tr rt•t c% m4 4 t C4 in 04 a N f"a to W4 r r4 to'w%0 A G%N n w w.-r Q m.K++rl N is�+o Q Q ft 'lF h a v 00 0a000a0Q0 Q c 0 0 0 0 0 0 QCQQ.-a00oQQAC000C>0 000O's00a000a0a00a0000000000000000 0 0000000000000Q0000000014 x a av�aoe�o�7caA [asaa0a0 0000000Vcv 04040000000w-00 v co'0Ok aorsvovvQvrev .»ovv,-aciaooaO0 0Q v0 � s •- 1 O Q a a ti^r-a M N Oa s4 T�r A}►mr[Y V C7 to w O r O G r ft r a Cf C?M a r CY!l ri r r'N O+�r'�4 N m�r Cy C�1 l i a��Ir��GD�tp)7 M�M MN r A t7 r a i7 a r r e�[t7 s�Q G 0 0�e�^Ch O� cl N N 4ti r 3 T p po ��•,•�- c Case c*�c] ,« .+e...n.�.m.,t m qr n�00 ra+.n m 4,0 0 rr.+0-4 0 0 Q O o O Oft %T in rt a«�..4.4 ry V*a 0 rq m Q w o-W on a Q @•y at r0 In Ift m rya.'�i r%4qr•�r+rs a o a 0r4t.e a rt w1 O m an w�.+to 0 0 Q A Q a c a o 0 n a a o 0 0 Q a a 0 v 0 Q o 0 Q 0 0 Q 0 a Q o C 0 0 0 0 o a o a o o Q O a 0 0 0 0 a a a Q a a 0 a a a v a a a a C�o o c a 0 Q Q O A O Q o 0 0 0 0 Q 0 0 0 a 0 0 C7 Q Q 0 0 0 a { �+ 00000 0000c vvOOQQAAaoonoa Qaa000c�c�0oa0ovvaoar�orsoaao�saauaoravavoc+cac�c�acoOaQa Oar�TOPpPQCOC7aoa aaaooOoao•4 ,•l� 0 C4w 0 QOQQO na 4F. a 60 N 09 w a 1* D?OO NT 0 00cpQ Q0 VP 10 to 1q N 0as N N 0 0 tti470 a Q%00cc ok »t7*7�N Kr 0. qr TO000 NT•a w-i-04704 rr w� ,f ��jj r•l w 4R1 Ie7 C!Y Irl r'►�¢rE H Ci V4 4a1 eft rt OI e?p An W ti i .-e V4 W4 t4l.ryt;K Q lrl eel K3 rn tia�!aR VI N rrq t'►r►1'►ol tv��lil..4�rR N Sat�sa�d1�rw7 e�'t rm"t���S4l-�M�v�Vq V4 M��•1!N�'1r3 L7.!t4E.+►w1 t4+•t W�iE'1�An�m s N vv Do O s3OtiC7Cfl0*ooOooaoaad0GC7C7C7G 00QQQQOQOo0000000r-❑GC3QCi9a000OZ'�Ooi7OQO QCCC***00000 d*ooaooQaOaaacaa0v 0•4 Q Q nC QOQOQQ 40040 m 40 Q o 0 0 0 0 10ct0000P0a0QC0pCc,Q•-0000 0 00 4 C; a00rgCvQQ000000a0100000 Qoa 0a 0o100o00000000000C. 0v. c Ci.Tl r-'F 'N C?.w yr 0%-1 It.!.Q.-!.sue !1'•7 O�i Q�^►�1{V-4 N a c%m iD d3 IA V 0 m ft !-1C A C4 N 40 k7 In O!N 40•r C7 iA 1,-bS 1D!►lat�-qt 1%. W5 w V w W.CV a 10 10 0 0 IN r IDIN ID Am fft N to C r e w ra Y;E w §4 `r 1n 4D v M a.t.n a0 a am r.❑$A N r-r Wk"&n•0'M SD w.Oi m�N rr sA l41 H 4p.K trl N 40Z to 0 0 tip m�f+IM�M 40 m Olt a0 0 an�w r•0 M 417 tr3�0f 1•eq 0r m sn OR� �sn.n�O.s p m 40 460+4 v+^i w ft 40 ao.0+r1 W.4 V V en w V n y rj �j s;?f1 O aaa 10I]40100r3010 Q nC3O0aCsa C AC Q OO C C?P Pa PCs clad Q.0 Q Da C000000000 n Q n C7C QOPaaQOQQ4Q CSC C7A pA 100 Qn QCs CfG 000 t>C Qa 000000 O a PN 9P M , 1a [7 10 00 4 C7 0T`0 T N 1r7 T qr INN N n T T Q rti r T OD T[7 1`14 O►+0 40 C 10�w m tR W 40 11% 10 m a0 0 0 10 m W rD r4•a'+'•-!►N in IT 42 0 to T 40 0 04 d A 0 a q7 w T 4D M 0 0 V a M esr�.d r is rt y T.[7ACi Aa Aa r�r r0 V- n0 r Q a N m W:RR't'0' l4E.- 0 w 0 GHN'tC a T'W Tty T TrTa 0+-c4,co ONaG+•a C>Tr�LC4 fta L7s"•r wV% 000O40 QOOaa o 00 nwaQ+^asA 21 T i7 C4 N! s f £ r+l FA�f F 1 y ■f. ��.l�l'. .'� ...�:. :�...:.�........:..�:.................�...!M.Y*........r'f..ti!1.......�.....�:L'i...Tl..f!i..T �.< ': � :. .'.: :: .;1'�.:R►� .:.OI:: .�R��� ����D'1� rE.. .::::.:.:.:.. .... ....:.:'...�.::..:..: .:........:.:........:...... .. .. ................ ....w1 an. �...:.::.w4,:*s:;+ti:..e�::.e4...eM':rtt;.t/1.-. . r::lrs:p�►:: Ci y++:i6:�1:n►p:: H.......... �.. .. +�r� ...............:...:......:..::.........:.:.:.... M:�+e.�w:.[r:...�1::'.r�t:'.�n:.•t..r�'.�:.ty.. �K1 t�' ►3r a o vsa .� Ra.Q O ao;aoao avc,v .�►.... cxpn rs ca d�►.o.D..t?.CY.......... v cx:. .K . . �n m. .. .:....:....... .s......... �..•r.�...a.�r.... .. a. ar�5.�.�. rr.ry'.M::�;�.:'sa::oa' %�.:....., �4...................::..........:...:....:...............:........ ..:.......r► ter p .w rr►.wi.,n................. iet. . ..�t:....� ::'..':.:.:::.........:......:......:.:..::...:.....:.x�.:.:..•-�:......n...ri.:..;.:: : :*a.;�l;..r..,«►.:An. rr::.r�k:.nt.r�r1:. +r�.fir..�11:m:.�n:.�n.�s.. �•. �.. ............ Amazon Fulfillment Center Ruskin, Florida Raw Count Data LA/V[iAIV- ee ,.. w.. ... ... .. . .. .. r. ...a..w......... �:::o. �• r+.. .. .......... . ..!'1:.1f1.:,!"t�::�"A�.: ...tl,: '� ..... :� .. ::: �.. �. �.:rf.:4�'��A .....................................................................................................................................................................................n..;n.�r►:.. �.:..-:...: '.tea •<ro. ........:.......:.....:................::.....:..:::::.:::..:.............:: is rs ...... ..:...::.-:...::...,.:.:.:.:::::::.:::..:.:.:.::.::::..:-..::: M ... .. ... �... ...�.. .. ':. S?.Q..Ci:.. C..Q:.. .................................... ............. '.4.i Q> ... ..... .. ...... ...... ... , '; ........ 7'..... '!.. ij ._D. .. ....... ................................................................................................................................. ......................................................................................................._>..........................................................................................:..:..::..:.....:.........:.....::. n..�4.1�...trk'. . ..... ... ... ... .. .... ........... .. ... .. ... .. ... ..... ..... Ili:'. :'. : a. .:.....:.:..... Gt m n N,t iA us in an.-o>n rr er1 M Y WV itf l►O to,may ^�—0n A vi!+M 1►a4 W K er t►iO aO tD P.K a►A Y !+ip n q7 40 aR tq V,of rf^y m r4 ti M a�'i r i n aws ,m4 1► in 4 m W to ey 4.0 fn rK Y iR An in ia to rr pn rl rt tt !�! II .. C CSC+CsoCSQGavrlCsavC7C7a00ooaavas040a vv 0a01010000 0cn 000000000 00000ncvd4vLI0PS7OQ❑17vvA{74C7 0C Ciaav0no0O0nQCrnvvav00 Ib fY Q I9 r te7 Y to 1C t7 tV r eq r r P!!i N t7 G[Y r Y!1i v'Q r N r C'1 O L41 i7 14'� Nr r r q7 A I►I�ip L1[t[7 Y Y Y j*Q Y%t M 0 010 00 Y p v C1 A CY 0 O a��C a7 @ ily C1E r N C?4S tO 0)r•i0 N Ci PS&M LDS+t Y N!4 0 t"7 0 wo e m 9� 0 N a n r•0 q G N v r r Pt qr 4 Y%- Y!7[4 0 10 ass ass r C/r r�vs C o r r ty if! 0y wW p!0 Y Y[V rt q C7 CrE Y►tii I�[V b Q s(7 fly(y c4 r l+S W C7 r Q Y r S'3 r 0 r�r+r n c+i wr N Y r t'f M�►r w r cc .prl ry TY Q D Q C wt/IY IV 10 rY C7�{+K ICI 16 1O Y 1!'1 �H H M Y w r-in Y An Y fn wt m on Y Y w�.w�s 8R�O)�41 al in rt t+in N Q em to to vM W r 0,�„�q fNv P. a N ti�rQ+t�to tO 00 rl eV an lV IR!L"'w a+rl!Y to Ld w vc+vcvvoavovoaocvnv�cavvrsovvvacvaaraovoaatrvo�sa0vaocravrar�zaaoavv0vvavaovoavaaocvn000csovavaovovovooa©nav K m a r C+vvvavpQraG100a10 ao,�oaowr�c+vvvacsvov000a•- .-ao caonocaraocsrsvv vtsa•-vaao�o•.�c►ova000arvaovaoarsvivrsvvor�e�oow M v{ 9 n W Ci tYGCi 0prV5NW 0 rrcV+Rtq YUia M p IC wYiQ�►tQ YY]Y 04r CM CM jr,rV w,00 r n ld rrt Y Y7o nnx0]nl���`c`r1�'Q m•-N4N�[?YI�Y/Dast�tiliDw Mop mu► r N iV r p w w V, �84ngoaoa� 0v p� inau► r+ to sr►n r r� A.4 Rt.a`rah a 4 a.aQ.rl a-4 (s.a.Ei rc��b a n+�s�.tL[i o.n a.A.4.a.a. sf�. N c z � W- �:.er'+tri m`�ne�r�,fin Ti vS'+~�in'+'Sn awtadn in 0 an o nice•w oacc�ar4s�c ���:�:C4e4Nrgi•�+��Mn rn�inf��+�ane�f►��r��'�ir�r��v�i�a��oi�o�ice.'���o�ao'w�a o c�o ���3��. or 3 V4 w rf +�4 fn fY in rY 21 s y� e►o "'..',:40 is Ap:.'•a. .w:�: 4rA:Ai:u► >R r .ta.fa:to yy}}pp��.°a'^la.4n #l.ya vv iR N R In.rr. .ia..°�'Ca� m�'le 4►e D.: ar L7 a'.�. ='.r►....+'fV. °.� �Ct'���rot,ma at..�:�A rms was:A:a'*k N..at We�.."+im r�s'�m..e... .E.t '{... ft. Al A V A go.�'.M 04.+!�i!i.. rl.w... rM........ rt r'A....171i..�4.lq�:.�-i:M.W..r+•i.M�.rk rf.w{.�i.sit:rl.�..t:111:M..f4::mi RI.� Ali 1[�lti1. V*. "t %a in .:........ s� 0.0c0.v: . 0: .a 0.000.. : o o:c.:o .r.a:csa...c.v.'.a a:c�o o ca:0:t:v o a. `a..'io..o..:v: `b a�Q A �.Q'.c. : c a:a o O.C.v O.C.0 a a:s:o o c �oo e 0 d o � �a o ............. ..................... .................. ........... fY N.rt 4ra n.4R e+l+r'.�ul al!m!17 1A ara.rr.4a.N N N►n en'.� .�..�. .�era.+�.AfE N�ic'.�eat 4l!ul�n•��+ts. ew�•.� ►e= ���..: �.W.m'.:.: Ab:�. �:.....:�d AQ... yes 4n.. Ta. vNi nl C�. A,. 'T elf f►�► e`t�► '�`d rt. N.. 44.P4 l`E itf:n?.Q aA�l.N:H M_�:Ali:�..�:ri4�A7.O arl N�!AA R! 4K'.. .'r.M: �.f11.N O: W �!w4 F1 N q7: llf:...:...:: 'N..... : �.w1.TL!'.':.'� .�R C f!i .- ... .vs.Q�!: m lr in ri ili:1�..14'4R:.Ct.C?.�O.:l+[:.hi.N �: >n '!. !►:'�.ip X.ap. a�.R to it?.N At1. !►. !4.1C.al'!. f►lA-w. w�. .r.a�q$ !ti.f►..e►O Ei!H.1►7'�r1 VD�d ..rK:� .M'�rs� �lV��'. � ry' .e+a'rK'� .�'�r4 ■l h� S' W rl� N ...N�'4��.r1:. fr ��.�'r4 w �! rt � lV 4n me C►4rt w 4*N-W rt m m'r v m Aa 0-W N w 4V raj l4i.4 a►M��,�b H-4 aW�*1 am�L�ai t1i lfA m�►A ml+a 4G'�lY N 0"AD�'0 K Ot ap V!�N'F W CV von„�,�SG All inn�i H ma M r�4 w/����i��l N ew4 at�A17 3R kQ m�Ap+7 t0 Q ail��y rt��ip 00oa000GCGG00000to0vOOa©O 000007 0000a000a0t7OAAaAa4QpQ aApi7CQ0O000 000a 0000000000a00000a0Oa0000000a 0a 0 0 nr z N r C7 M r C?M e-Lit 0 CA r Cl 0 C3 Q r s+0 V- 0 V V-N V 0 Ni O V-CM w 0 rii N r 0 V t"s N r 0 0 N N[r a O r w ft A 0 O 0 N e-r M N r r A 4%N Q N v N W-r p r r r f► 4Y�yr qr jl [Cq V-C7 el)N4 M 40 0 V r-M N 0 V $'a 0 43,4 m i.M N a rs Cl)-0)n r ea Q M a 0 V V 0 V3 P.cr V sr 0 m 0 V 40 a V.f.qr v i►M to C. v av cr m 1*r-Vs 0 V V V 0 0 0 m v 0�4 r 1-pp NE 10 w It M 4 m PI N N SV 44l 410�t-qt 0 M v m C4 m�ail�t►1"0,GN+or I"H m 0 rt O ej n ALl l+l 4YA i�tC N Lm ftl v W't�to N��n m D r,!►�""CO N�!40!►afl G�O��m�t>0 M�q►4A OY N DO�W!Q pl�O U1 m v m m-W ra�l►4lI M��0 f;tG A AR N�-[I m-4 Trt rt A r4 r4 r4 rl A � P4.E e4 A frt w T-W ti 0�M r1 r.4 -9-y K C%l In a h- ��� vav4ovov vary cs�aca+avcclvocv 00000o00000000000000c0000000000 00000A0v000000000ado000000000000000000000000 N 0V44tiE0 N wV7 V i'7 0 VQ ORC4C4N M 0 0 a 0 as N 0 N.rp W N Vs M V410f70 NaN a ft 4154v C21 w"40 Sr� v ON0 0 ra 0000MON 1-0a07At D a N N 0 r Arm j r O N r w CV r i'!N Y7 0 N r 0 D t 7 m a 0$0�t f►i�t�"p 9►1!i i+[N V r!'J N f"C'V r r qr w 30 N N:R iN w L i T►n i 3''id to 7 N N v 0 v v*0 N N mv t4E�a tr)G7 CZr Mi f]�+C7 1D EQ r'�m N N Cr ft O 0 N"{7 0 rR r N w r i'i r r SV r w r !►�r oo c'J�+ r KBE