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HomeMy WebLinkAbout2020-01-27 Application SPR ♦ OFFIGE Q I A". 019 28 PM 12: 15 AM Hvm v PLANNING DEPARTMENT Community&Economic Development Division Special Permit — Site Plan Review Appli cation Please type or print clearly, 1,Petitioner: Deborah L Colbert,P.L. Hancock Associates Petitioner's Address:- 185 Centre Street Danvers,MA Telephone number:—978-7/7-3050 2.Owners of the Land: The Trustees of Reservations Address,, 200 High..Street Boston,MA 02110 Number of years of ownership, 57 years(bequeathed in 1962) 3.Year lot was created: Unknown, 4, Description of Proposed Project: The Trustees is proposing a neiv visitor access route along Chicicering Road including a curb cut,entry drive, associated lighting and 60 car gravel parldng lot.The proposal also includes the repurposing of an existing 24x60'shed to become a Visitor Center to orient visitors.and provide space for public workshops.New trees, planting heds-andADA accessible visitor circulation and fire vehicle access have hccn identified, 5. Description of Premises: Land conservation parcels currently maintained as hayed ineadows, 6.Address of Property Being Affected, 0 Chickering Road, 137 Andover Street Zoning District, Residence 3 District Assessors Map: 46,46,46,&59 Lot#: 7,8, 17, & 17 Registry of Deeds: Book#,' Not Available Pago#: Not Available 7.Existing Lot: Lot Area(Sq,Ft): 21 Acres Building Height: 23'+/- Street Frontage: 1300'+/- Side Setbacks: 30' +/- Front Setback: 520'+/- Rear Setback: 90' +/- Floor Area Ratio: N18 Lot Coverage: N/A 8.Proposed Lot(if applicable). Lot Area(Sq.Ft),, 21 +/-Acres Building Height.- 16'+/- Street Frontage: 1300,+/- Side Setbacks. 88'+/- Front Setback., >500' Rear Setback, 148'+/- Floor Area Ratio, N/A Lot Coverage: N/A Page 3 of 4 120 Main Street,Planning Dept.,North Andover, Massachusetts 01845 Phone 978.688,9535 Fax 978.688.9542 Web www.northandoverma.gov hf {[{ i i I 9. Required Lot(as required by zoning Bylaw); Lot Area(Sq.Fl): 25,000 Building Height: 35' Street Frontage; . 125- Side Setbacks: 20' Front Setback: 30' hear Setback, 30, Floor Area Ratio: N/A Lot Coverage: NIA 10,Existing Building(if applicable): One existing building @ 5 Wood Lane will remain.One shed to be removed.One shed to be re-purposed. I Ground Floor(Sq.Ft.): 792+t- #of Floors: 2 Total Sq, Ft.: 1584+I- _ Height: 23'+/_ Ilse: Currently a single family home Type of Construction: wood Lease to end in September 2019, 11. proposed Building: Ground Floor(Sq, Ft,):. 1410 #of Floors: one Total Sq. Ft, 1410 _ Height: 16'*r- USe: Visitor Ctr.&classroom space Type of Construction: Wood 12, Has there been a previous application for a Special Permit from the Planning Board on these premises? no If so,when and for what type of construction? 13.Section of zoning Bylaw that Special Permit Is Being Requested Section 8,3.2a.ili section 195-8-1t,A 3 14, Petitioner and Landowner signature(s)- Every application for a Special Permit shall be made on this form, which Is the official form of the Planning Board, Every application shall be filed with the Town Clerk's office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application.The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility, The petitioner shall be responsible for all expenses for filing and legal notification, Failure to comply with application requirements, as cited herein and In the Planning Board Rules and Regulations may result In a dismissal by the Planning Board of this application as Incomplete. Petitioner's Signature: D, a x 61k,t p� Print or type name here: Debo arh L,Colbert P.E. Hancock Associates Owner's Signature: Cbeth Print or type name here: El Keary Soule,The Trustees of Reservations 1 16,Please list title of plans and documents you will be attaching to this application. site Plan Set(9 Sheets) Architectural Plan Traffic Study i Page 4 of 4 120 Main Street,Planning Dept,,North Andover, Massachusetts 01845 Phone 978.888.9635 Fax 978.688.9542 Web www.northandoverma.,gov HANCOCK ASSOCIATES Surveyors Engineers Scientists 22587 Town of North Andover Trustees of Reservations Planning Board Stevens Coolidge Estate 120 Main Street 137 Andover Street N. Andover, MA 01845 N. Andover, MA 01845 August 14, 2019 Dear Planning Board: The Trustees is proposing a new visitor access route along Chickering Road including a curb cut, entry drive, associated lighting and 60 car gravel parking lot. The proposal also includes the re- purposing of an existing 24x60' shed to become a Visitor Center to orient visitors and provide space for public workshops. New trees, planting beds, and ADA accessible visitor circulation and fire vehicle access have been identified. This project will provide increased access to these preserved lands and provide a safer access to this property. Per your Site Plan Review Application please review our comments addressing the individual bullet points below: • Encouraging the most appropriate use of land—the main purpose of this proposed plan • Preventing overcrowding of land—reducing buildings by one • Conserving the value of land and buildings—re purposing the existing building • Lessening congestion of traffic—improving a safe access to the property • Preventing undue concentration of population—improving parlang availability • Providing adequate light and air—providing a lighted access where there was none • Reducing the hazards from fire and other danger—providing fire access to current and future building • Assisting in the economical provision of transportation,water, sewerage, schools,parks, and other public facilities—Assisting in providing additional access to open space, gardens, and learning opportunities to the community • Controlling the use of bodies of water, including watercourses—not applicable • Reducing the probability of losses resulting from floods—improving stormwater management • Reserving and increasing the amenities of the Town—this project increases the accessibility to open space, learning center, and future walling trails ZONING BYLAW SECTION 10.31 The Special Permit Granting Authority must have all the following conditions met: • The specific site is an appropriate location for such a use, structure or condition—the proposed building and added parking is located perfectly with the land by providing a substantially safer access to the property and by utilizing the space appropriately and efficiently. 185 Centre Street Danvers, MA 01923 J V,• 978-777-3050 F. 978-774-7816 1 HancockAssociates.com BOSTON, CHELMSFORD, DANVERS, MARLBOROUGH, NEWBURYPORT, PRINCETON, MA ] SALEM, NH f t HA COCA ASSOCIATES Surveyors I Engineers I Scientists 22587 • The use as developed will not adversely affect the neighborhood—it will improve accessibility to preserved lands and gardens • There will be no nuisance or serious hazard to vehicles or pedestrians—this proposed improved parldng area is providing a safer access to this property • Adequate and appropriate facilities will be provided for the proper operation of the proposed use— This new welcome center will be ADA accessible and provide two (2) restrooms for the visitors and access to water whereas there currently none of these. • The Special Permit Granting Authority shall not grant any Special Permit unless they make a specific finding that the use is in harmony with the general purpose and intent of this Bylaw.— We believe that this project will improve the harmony of the Town. a If you have any questions or concerns, please feel fi-ee to call Deb Colbert, P.E. at Hancock Associates, 978-777-3050 x4I0. Sincerely, LwLt Deborah L. Colbert, P.E. Senior Project Manager Hancock Associates Enclosures i I I 185 Centre Street Danvers, MA 01923 V.• 978-777-3050 F 978-774-781 b HancockAssociates.com BOSTON, CHELMSFORD, DANVERS, MARLBOROUGH, NEWBURYPORT, PRINCETON, MA SAL.EM, NH i i r i ]WEN1110RA NDUM TO: Elizabeth Keary Soule,RLA FROM: Scott W. Thornton, P.E. The Trustees Vanasse&Associates,Inc. 200 High Street,4"'Floor 35 New England Business Center Drive Boston, MA 02110 Suite 140 Andover, MA 0 18 10 (978)474-8800 DATE: August 14,2019 RE: 8244 SUBJECT: Stevens-Coolidge Place Expansion Traffic Study, North Andover,Massachusetts INTRODUCTION Vanasse & Associates, Inc. (VAI) has prepared a review of the traffic operations associated with a new access and parking facility proposed for The Stevens-Coolidge Place (the "Project") which is located at 137 Andover Street in North Andover, Massachusetts. Our review focuses on existing area conditions, sight distance at the proposed Project driveway, vehicle crash history on Chickering Road (Route 125), a review of Project trip generation,and intersection operations, Our findings are that the re-distribution of vehicle trips from the current location on Andover Street to the new location on Route 125 is expected to result in minor delays for movements exiting the new site driveway, but that these delays are within acceptable levels (LOS E or better). Vehicle crash history is below guidelines for similar roadways, and sight distance along Route 125 at the proposed driveway location exceeds requirements for both the posted and the observed speeds. In summary, while the Project represents an increase in traffic levels on Route 125, this increase can be accommodated and it is expected that traffic flow in the area will not be noticeably affected by the Project. EXISTING CONDITIONS The Stevens-Coolidge Place (the "Site") is a 91-acre garden and historic home located at 137 Andover Street. The property extends from Andover Street at the Chestnut Street intersection north and west to Route 125. Parking for the Site is provided at a municipal parking lot at the Andover Street/Chestnut Street intersection. This parking lot is also utilized by visitors to nearby trails and other public lands. Route 125 Route 125 at the proposed driveway location runs in a generally north-south orientation and provides one 12-foot wide travel lane per direction,with a 5-foot wide shoulder southbound and a 6-foot wide shoulder northbound. A 5.5-foot wide sidewalk is provided on the southbound side of the street. Land use it) the vicinity of the Project consists of agricultural and rural uses. Traffic volumes were measured via the use of Automatic Traffic Recorder (ATR) counts placed on Route 125 for a 96-hour (weekday and weekend) period in May 2019. The ATR collected hourly and daily V8244 North Andover•Stevens Coolidge Bstate'Reports\Traffo StudyUrinat Traffic htenio l4Aag20l9.dac.v traffic volumes as well as speed measurements. The speed limit on Route 125 was posted at 40 miles per hour(mph). Table 1 presents a summary of the observed weekday and weekend traffic volume data. Table 1 2019 EXISTING TRAFFIC VOLUMES" Weekday Saturday Sunday Morning Evening Midday Midday Peak Hour Peak Hour Peak Hour Peak Hour Daily, (7:00-8:00) (5:00-6:00) Daily, (1:00-2:00) Daily, (12:00-1:00) Location vpdb — vph vpd vph pd vpli Route 125,at proposed 18,950 1,099d 1,625e 16,100 1,361' 11,650 1,039? site driveway 'Based on traffic counts conducted by VAT in May 2019. "Average daily traffic in vehicles per day. `Vehicles per hour. dApproximately 69%of traffic traveling southbound during this time period. `Approximately 59%of traffic traveling northbound during this time period. (Approximately 54%of traffic traveling northbound during this time period. rApproxfmately 52%of traffic traveling southbound during this time period. A review of seasonal traffic characteristics using Massachusetts Department of Transportation (MassDOT) traffic count datal indicated that May-month volumes are approximately 4 percent higher than average-month volumes in this area, To present a conservative (numerically higher) analysis condition,the observed volumes were used without adjustment. Speed measurements were also conducted on Route 125 to identify general compliance with the posted speed limit of 40 miles per hour (mph), Speed measurements are used to establish sight distances for vehicle maneuvers such as those exiting from side streets. The speed data is summarized in Table 2. Table 2 OBSERVED VEHICLE SPEEDS—(In Miles Per Hour) Posted Speed Average 85th Percentile Direction Uinit Speed Speed' Route 125, at vicinity of proposedsite driveway Northbound 40 40 44 Southbound 40 39 44 "The 85' percentile speed is the speed at which 85 percent of the traffic is traveling at or below. 1t is commonly used for setting speed limits on roadways. 1 Data compiled fi-om Permanent Count Station 502 on Roule 114,north ofAndover B)Pass;MassDDT;2015 through 2016. T:59244 North Andover•Sievens Coolidge Gstale\Reponffrafc StudyTinal Traffic Memo 14Aug2019.docx 2 Sight Distance Evaluation Sight distances were reviewed at the location of the proposed driveway where it would intersect with Route 125 in accordance with MassDOT and American Association of State Highway and Transportation Officials (AASHTO)2 standards. Both Stopping Sight Distance (SSD) and Intersection Sight Distance (ISD) were reviewed, SSD is the minimum distance for a vehicle to come to a stop to avoid hitting an object in the roadway while ISD reflects the distance required for a driver to turn left or right without causing approaching vehicles to reduce speed by more than 10 mph, and upon turning left, to clear the near half of the intersection without conflicting with the vehicles approaching from the left. The results of the analysis are shown in Table 3. Table 3 SIGHT DISTANCE MEASUREMENTS" Required Distances Required Distances Measured Based on Posted Based on Measured Distances Location/Sight Distance Speed(Feet) Speed`(Feet) (Feet) Site Drive at Route 125 Stopping Sight Distance: Looking north to the driveway 305 360 650+ Looking south to the driveway 305 360 650+ Intersection Sight Distance Looking north from the driveway 445 500 650+ Looking south from the driveway 445 500 650t- 'Based on observed speeds as obtained in the field and values obtained from A Policy on Geometric Design of Highways and Streets,6th Edition;American Association of state Highway and Transportation Officials(AASHTO);2018, 'Posted Speed Limit is 40 mph for Route 125. `Based on 85a`percentile travel speed of 44 mph,rounded up to 45 mph. `Based on field measurements conducted by VAI,May 2019, As shown in Table 3, sufficient sight distance exceeds requirements at the proposed site driveway location based on field measurements and the AASHTO design reference. Crash Data Review A review of crash data on Route 125 in the vicinity of the Project was conducted, Data from the most recent available five year period of 2013-2017 were examined to determine any safety issues that may exist in the area, During this period, there were no crashes recorded in the vicinity of the proposed Project driveway, There were 13 crashes recorded at the intersection of Route 125 with Dutton Street, where a retail plaza currently exists. There were another 7 crashes associated with the driveways to residential apartment/condominium buildings located at 190, 200, and 210 Route 125 and/or Farrwood Avenue, Calculations indicate that even with the incorporation of these crashes, this section of Route 125 would have a crash rate of 1,87 crashes per million vehicle miles traveled (MVMT), which is below the urban principal arterial crash rate of 3.42 crashes per MVMT for minor arterial roadways. Of the crashes, 6 were found to be single-vehicle crashes; 3 were found to be angle crashes; 10 were found to be rear-end crashes; and 1 was found to be a sideswipe crash.A total of 12 crashes were found to be property-damage only; 4 were found to be of the type where personal injuries were noted, these were observed to be non- incapacitating. No fatalities were recorded in the data. 2A Policy on Geometric Design of Highway and Streets, 6's Edition;American Association of State Highway and Transportation Officials(AASHTO);2011. TA8244 Nart€r Andover-Slevens Coolidge Estate.tRe rtsUraff:c Slud 4Ainal Traffic Menlo 14Aug20l9.docx 3 Po Y PROPOSED CONDITIONS The Project involves the relocation of visitor traffic flow from the existing municipal parking lot at the intersection of Andover Street and Chestnut Street to a new dedicated driveway and parking lot for the Site, which will be accessed from Route 125. The parking facilities will consist of one paved lot of 60 vehicles and an unpaved overflow lot for an additional 100 vehicles. As in the past, for events that are expected to require additional parking beyond that of the on-site facility, a remote parking lot will be utilized and visitors will be transported using shuttle buses to and from the site. The driveway will provide a drop-off area and dedicated ADA-compliant parking spaces, which do not currently exist at the municipal lot. The driveway will intersect the east side of Route 125 at an unsignalized intersection. Two new staff members are proposed, Project Trip Generation Trip generation calculations were conducted for the Project. Typically,vehicle trip generation is based on the Institute of Transportation Engineers (ITE) publication Trip Generation Manual; however, the only land use similar to the Project is ITE LUC 411 (Public Park) which is not an appropriate source on which to base all trip generation estimates, given the Site's event calendar. However, the ITE data was used to develop some portion of entering and exiting peak hour traffic, The Site has a number of events of varying sizes throughout the year, and has established the following future attendance goals: • 9S-100 public programs a year for 10-100 participants, • 10-14 public programs per year for 100-500 participants, • 6-8 large events per year for 500 to 2,000 participants, and • 23 nights of Winterlight events for 800 participants per night. Parking lot counts for several of the 100-500 participant programs and several of the large events exist for some events in 2018. The counts include all users of the parking lot, which may include visitors to other public lands and not solely visitors parking for the events. However, the events typically run from 10:00 AM to 4:00 PM on weekends so traffic peaks can be identified, with the caveat that some additional non- event parkers will be included in the counts. By including an additional hour before the start of the event and two additional hours after the conclusion of the event, early arrival and late departure traffic can also be included in the analysis. Count data was observed for several events that occurred on Saturdays and Sundays which are summarized below in terms of date, attendees, vehicle counts, and occurrence of peak hours. The Biergarten event was observed to have the highest daily number of vehicles entering and exiting over the time period for the event; however, the Father's Day BBQ was shown to have the highest hourly peak-hour trip total. These are shown in Table 4. Table 4 STEVENS-COOLIDGE PLACE 2018 MAJOR EVENTS CHARACTERISTICS No.of Daily Daily Vehicle Peak Hour Event Date Attendees Trips' Trips Peak Hour Mother's Day Tea Sunday May 13 336 486 72 9:00-10:00 AM Home Sweet Home Saturday May 19 274 372 69 12:00-1.00 PM father's Day BBQ Sunday June 17 898 478 136 3:00-4:00 PM Biergarten Saturday Sept,15 706 498 88 4:00-5:00 PM 'Based on range between 9:00 AM and 6:00 PM to allow far entering advance and exiting lag dines for events;includes entering and exiting trips. in AIL Iv^: T:1$244 North Andover-Slovens Coolidge 8stalelReports\TrarTic StudyTinat Tra;C 1[emo l4Aug2Ol9,docx 4 Counts were also provided for the summer 2018 weekday and weekend time periods. These data were based on hourly averages and are not as well defined as the above event information; however the same approach was used to identify a daily vehicle trip total, peak-hour trips, and peak-hour time period. This is shown in Table 5 for the average summer weekday and weekend time periods. Table 5 STEVENS-COOLIDGE PLACE 2018 SUMMER WEEKDAY AND WEEKEND EVENTS Daily Vehicle Peak Hour Time Period Trips' Trips Peak Hour Weekday 154 18 4:00-5:00 PM Weekend 244 31 3:00-4:00 PM Based on time range between 9:00 AM and 6:00 PM to allow for entering advance and exiting lag times for events;includes entering and exiting trips. Based on this approach, trip generation for both typical events and major events here calculated using the observed hourly data and directional distribution from ITE LUC 411. These results are shown in Table 6. Table 6 PROJECT TRIP GENERATION SUMMARY° Time Period Typical Events Major Events Weekday Daily 154 -- if'eekday Evening Peak Hour: Entering 9 - Ex� 9 Total 18 - Weekend Daily 244 -- Weekend Day Afternoon Peak Hour: Entering 15 - Exiting 16 Total 31 -- Saturday Daily 498 Saturday Afternoon Peak Hour: Entering -- 34 Exiting -- 54 Total - 88 Sunday Daily -- 486 Eunday Afternoon Peak How-: Entering -- 53 Exiting 83 Total -- 136 'Based on observed count data and ITE LUC 411 directional distribution for hourly periods. M AM (-> T:16248 Norili�L�daver•Staeens Coolidge EslaleSReporsslTrafac S�udylPinal TraFl"ic hfemo 34As�g20i9.docx 5 I Trip Distribution Project trips were distributed onto Route 125 according to the observed traffic patterns, During the weekday evening, Saturday Midday, and Sunday Midday time periods, traffic was found to be distributed on Route 125 in an average 54 percent northbound/46 percent southbound travel pattern. Therefore, trips were assigned to the roadway in this manner. This was developed in order to provide an analysis scenario. Table 7 below provides the traffic volumes expected for this condition, Table 7 FUTURE TRAFFIC VOLUME CONDITIONS" Peak Hour Volumes Movement Weekday Saturday Sunday SB TH 673 632 545 SB LT 4 16 24 NB TH 969 742 504 NB RT 5 18 29 WB LT 5 30 45 WB RT 4 24 38 'Based on 2019 observed counts increased by 1 percept to 2020 design-year levels. Capacity Analysis An analysis of operations of the proposed Site Driveway intersection with Route 125 was conducted for the future (2020) Design Year condition with the Project traffic and minor increases in roadway volume included. Analysis was based on the policies and procedures identified in the HCM63 for unsignalized intersections. The results of the analysis are shown in Table 8. Table 8 SITE DRIVEWAY AT ROUTE 125 LOS SUMMARY 2020 Design Year Critical Movetnent/Peak Hour V/C' Delays LOSS Queued Site Driveway Westbotind(Shared Left and Right Turns): Weekday Evening: 0.08 35.7 E 1 Saturday Afternoon: 0.33 34.8 D 2 Sunday Afternoon: 0.32 24.1 C 2 "Volume to capacity ratio, bDelay in seconds per vehicle. `Level of service, d95th percentile queue length in vehicles, 3 Highway Capacit),11alural6"'Edition;Chapler 20/Tivo-Way STOP-Contf•olledInlersections;TRB;Washington,D.C.;2016. IL AL ( 1 TA8244 North Andover•Slevens Coolidge Estate�ReportsWraffic SwdyTinal Tiaffic Memo l4Aug2019.docx 6 RECOMMENDATIONS AND CONCLUSIONS Our findings are that the re-distribution of vehicle trips from the current location on Andover Street to the new location on Route 125 is expected to result in minor delays for movements exiting the new site driveway, but that these delays are within acceptable levels (LOS E or better). VAI recommends the following: • The site driveway onto Route 125 should be placed under STOP-sign control, with a painted STOP-bar on the drive at the STOP-sign location. A conceptual-level plan is graphically depicted on Figure 1. • The driveway should be designed to provide a shared left-iright-turn lane exiting the Site. • Any landscaping or signage at the intersection of the Site driveway with Route 125 should not exceed 24 inches in height or should be placed out of lines of sight for motorists exiting the Site or approaching the driveway from Route 125. • During major events, it is recommended that the North Andover Police Department be contacted to coordinate a police detail to assist with entering and exiting traffic movements, • To assist with efficient parking of visitors, staff should be employed to direct motorists to the on- site parking lots and determine when use of the overflow lots becomes necessary. This will minimize excess vehicle circulation and delays for visitors within the site. • As in the past, for events that are expected to require additional parking beyond that of the on-site facility, a remote parking lot will be utilized and visitors will be transported using shuttle buses to and from the site. Vanasse & Associates, Inc. (VAI) has prepared a review of the traffic operations associated with a now access and parking facility proposed for The Stevens-Coolidge Place which is located at 137 Andover Street in North Andover, Massachusetts. In summary, while the Project represents an increase in traffic levels on Route 125, this increase can be accommodated with implementation of the above recommendations and it is expected that traffic flow in the area will not be noticeably affected by the Project. 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IO L cal Mg ,'` * e° vA,�r�,v..��t>m7 � � �'-mv°f m�+'�'�q�-�+�,�'��'"t ry��-.w"h- �.✓�J�'t �, �""�'h ,�A'"'` a '*�;+ �"'"+� ��".. .. .. . . -. ����.,���.»,:, s4�� ,��-c. . m '`, �%�k. � �rr�u_�..�_:�9....,x � ,.v.�m ��au�x. u�' € .awr✓w:.w w i' �, r s.r� a 1 2+i1 410 Scale In Feet FtgUY@ 11>t 1 1 TECHNICAL APPENDIX TRAFFIC COUNT DATA SEASONAL ADJUSTMENT DATA MOTOR VEHICLE CRASH DATA TRIP GENERATION CALCULATIONS CAPACITY ANALYSIS Accurate Counts page 1 87"64-2585 Location ;Chickeri%Road(Route 133) Location :North ofDuflou Court City/State:North Andover,MA 8244VOLI Start 5/9/2019 NB Flour Totals SB Flour Totals Combined Totals Time_ Thu Morning Afternoon Morning ..Afterno .M on _. nrnPng Afternoon Morn..ing A.f..ternoon Morning Afternoon 12:00 19 138 9 157 12:15 10 139 6 145 12:30 9 154 5 136 12:45 7 124 45 555 3 142 23 580 68 1135 01:00 9 153 5 118 01:15 1 123 6 172 01:30 11 130 1 145 01:45 2 160 23 566 0 155 12 590 35 1156 02:00 3 148 2 138 02:15 2 154 5 143 02:30 4 177 1 143 02:45 3 199 12 678 5 178 13 602 25 1280 03:00 1 194 2 146 03.15 1 220 2 186 03:30 2 208 5 191 03:45 3 222 7 844 4 136 13 658 20 1502 04:00 3 232 15 154 04:15 3 216 17 164 04:30 8 244 21 167 04.45 7 225 21 916 31 138 84 623 105 1539 05:00 14 278 58 175 05:15 19 231 88 210 05:30 17 249 120 169 05:45 22 240 72 998 123 205 389 759 461 1757 06:00 31 219 119 146 06:15 52 187 174 145 06:30 50 177 175 134 06:45 78 150 211 733 196 121 664 546 875 1279 07:00 80 148 208 127 07:15 112 152 205 103 07:30 112 110 216 105 07:45 91 90 395 500 176 90 805 425 1200 925 08:00 97 111 183 79 0815 104 110 228 93 08:30 117 86 147 92 08:45 133 72 451 381 153 62 711 326 1162 707 09:00 107 96 153 61 09:15 96 66 142 59 09:30 95 56 121 33 09:45 110 61 410 279 143 43 559 196 969 475 10:00 99 37 152 46 1015 107 45 119 23 10:30 109 33 140 19 10:45 118 22 433 137 119 25 530 113 963 260 11:00 137 27 133 23 11:15 136 25 146 15 11:30 130 28 146 10 11:45 134, 22 537 . .. .102 165 1 .. . 590 59 1127 161 Total 2617 6669 4393 5477 7010 12166 Percent 28.1% 71.9% 44.5% 55.5% 36.6% 63.4% Accurate Counts page 2 978-664-2565 Location :Chickering Road(Route 133) Location ;North of Dutton Court City/State:North Andover,MA 8244VOLt Start 6/1 0120 1 0 NB Hour Totals 5B Hour Totals Combined Totals Time Fri Mgrni.ng Afternoon Morning Afternoon Morning Afternoon Morning Afternoor Morning Afternoon 12:00 17 133 10 15T 12:15 15 143 10 144 12:30 14 154 10 138 12:45 8 140 54 570 4 132 34 571 88 1141 01:00 7 157 3 145 01:15 6 122 8 179 01:30 10 129 1 162 01:45 8 132 31 540 2 127 14 613 45 1153 02:00 3 180 3 144 02:15 2 200 0 149 02= 3 177 5 168 02:45 4 188 12 745 3 114 11 565 23 1310 03:00 3 160 4 144 03:15 1 201 2 170 03:30 1 208 6 164 03:46 7 212 12 801 8 142 20 620 32 1421 04:00 5 203 13 145 04:15 0 234 10 147 04:30 8 236 23 156 04:45 9 229 22 902 40 141 86 691 108 1493 05:00 12 228 59 138 05:15 17 244 74 139 05:30 20 236 102 140 05:45 24 216 73 923 113 152 348 669 421 1492 06:00 33 221 100 123 06:15 34 233 162 123 06:30 55 200 187 125 06:45 60 166 182 820 143 118 592 489 774 1309 07:00 88 160 164 114 07:15 101 152 161 101 07:30 105 99 195 108 07:45 97 95 391 506 188 104 708 427 1099 933 08:00 87 95 157 113 08:15 118 90 171 101 08:30 108 83 143 68 08:45 121 64 434 332 143 67 614 349 1048 681 09:00 97 78 147 61 09:15 118 74 139 62 09:30 92 67 139 84 09:46 111 45 418 264 142 68 567 275 985 539 10:00 91 47 99 52 10:15 100 58 123 50 10:30 120 47 159 45 10:45 129 30 440 182 133 24 514 171 954 353 11:00 129 34 130 29 11:15 127 31 152 20 11:30 126 37 157 18 11:45 132 23 514 125 137 24 576. 91 1090 216 _._9 Total 2583 6710 4084 5331 6667 12041 Percent 27.8% 72.2% 43.4% 56.6% 35.6% 64.4% Accurate Counts Page 3 978-664-2586 Locution :Chickering Road(Route 133) Location :North of Dufton Courl City/State:North Andover,MA 8244VOLI . ...... . . ..... . Start 511112019 NB Hour Totals St3 Hour Totals Combined Totals Time...... Afternoon Morning Sat Morning Afternoon Morning Morning Afternoon _Morning _ Afternoon. _Ing Afternoon un 24 156 9 f82 12:16 22 171 11 174 12:30 12 156 7 171 12:45 11 176 69 669 8 152 35 6791 104 1338 01:00 14 176 7 162 01:15 9 203 1 144 01:30 1 168 5 153 01:46 2 185 26 732 2 170 15 629 41 1361 02:00 6 147 6 133 02:15 2 131 5 160 02:30 8 154 2 146 02:45 4 141 20 573 3 162 16 601 36 1174 03:00 3 183 3 161 03:15 6 146 2 161 03:30 4 143 0 124 03:45 1 161 14 633 3 139 8 585 22 1218 04:00 4 156 7 176 04:15 3 168 7 176 04:30 7 121 4 144 04:45 7 141 21 586 11 128 29 623 50 1209 05:00 4 139 13 160 05:15 4 131 18 141 05:30 2 116 27 152 05:45 16 130 26 515 26 171 84 624 110 1139 06:00 10 129 32 124 06:15 19 106 35 117 06.30 24 124 39 116 06:45 35 102 88 461 52 129 158 486 246 947 07:00 41 93 55 105 07:15 42 98 66 84 07:30 47 81 51 93 07:45 55 102 185 374 93 84 255 366 440 740 08:00 65 93 99 97 08:15 82 86 85 92 08:30 89 83 96 65 08:45 99 70 335 332 145 69 424 323 769 655 09:00 97 82 121 61 09:15 110 47 142 57 09:30 127 64 142 61 09:45 130 59 464 252 130 42 535 211 999 463 10:00 140 49 136 51 10:15 151 38 174 43 10:30 141 59 147 40 10:45 149 35 681 181 147 33 604 167 1185 348 11:00 125 34 160 39 11:16 157 25 183 18 11:30 169 23 154 23 1145 _176 22 627 1.0..4... . ... .. 167 14 664 94 1291 198 Total 2456 5402 2827 5388 5283 10790 Percent 31.3% 68.7% 34.4% 65.6% 32.9% 67A% Accurate Counts Page 4 97"64-2565 Location :Chickering Road(Route 133) Location :North of Dt3tton Court City/State:North Andover,MA 8244VQLf Start 511 212 01 9 NB Hour Totals SB Hour Totals Combined Totals Time Sun Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 114 8 148 12:15 21 134 17 149 12:30 17 114 12 121 12:45 5 132 60 494 10 127 47 545 107 1039 01:00 11 141 4 151 01:15 15 105 7 153 01:30 9 111 3 126 01:45 7 107 42 464 6 137 20 567 62 1031 02:00 6 122 5 138 02:15 6 110 2 121 02:30 4 117 5 136 02:45 5 119 21 468 3 125 15 520 36 988 03:00 3 130 1 140 03:15 0 130 6 136 03:30 3 113 4 136 03:45 3 110 9 483 2 137 13 549 22 1032 04:00 0 101 3 148 04:15 6 116 2 73 04:30 2 97 5 106 04:46 4 96 12 410 4 103 14 430 26 840 05:00 6 91 8 88 05:15 2 122 6 92 05:30 7 97 11 111 05:45 11 106 26 416 23 94 48 385 74 801 06:00 9 95 23 118 06:15 14 111 22 83 06:30 18 94 28 120 06:45 16 84 57 384 26 91 99 412 156 796 07:00 24 84 32 90 07:15 40 84 35 70 07:30 32 104 33 80 07:45 27 57 123 329 43 66 143 306 266 635 08:00 36 69 42 53 08:15 51 62 72 65 08:30 53 40 60 39 08:45 53 53 193 224 88 37 262 194 455 418 09:00 58 43 74 30 09:15 75 30 88 24 09:30 75 33 93 25 09:45 79 34 287 140 108 16 363 95 650 235 10:00 85 20 104 25 10:15 90 27 95 18 10:30 101 32 113 20' 10:46 85 13 361 92 89 25 401 88 762 180 11:00 91 15 106 14 11:15 108 15 114 3 11:30 116 9 145 5 11:45 135 _ _ S _ 460 48 132 7 497 29 047 77 Total 1641 3952 1922 4120 3563 8072 Percent 2.9.3% 70.7%_ 31.8% 68.2% 30.6% 69.4% Grand 9297 22753 13226 20316 22523 43069 Total Percent 29.0%a 71.0% 39.4% 60.6% 34.3%a 65.7% ADT ADT 16,398 AADT 16,398 Accurate Counts Page 1 978-664-2565 Location :Chickering Road(Route 133) Location :North cfbufton Court C ity/State:North Andover,MA 8244VOL 1 Start 5/6/2019 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB N8 SB N$ S8 N_S SS NB SB .. NB SB 12:00 AM * * 45 23 54 34 69 35 60 47 57 35 01:00 * * * 23 12 31 14 26 15 42 20 30 15 02:00 * * 12 13 12 11 20 16 21 15 16 14 03:00 * * 7 13 12 20 14 8 9 13 10 14 04:00 * * * 21 84 22 86 21 29 12 14 19 53 05:00 * * * , 72 389 73 348 26 84 26 48 49 217 06:40 211 664 182 592 88 158 57 99 134 378 07:00 * 395 805 391 708 185 255 123 143 274 478 08:00 451 711 434 614 335 424 193 262 353 503 09:00 410 559 418 567 464 535 287 363 395 506 10:00 * * 433 530 440 514 581 $04 361 401 454 512 11:00 * 637 590 514 576 627 664 450 497 532 682 12:00 PM * 555 580 570 571 659 679 494 545 570 594 41:00 566 590 54D 613 732 629 464 567 576 600 02:00 * 678 602 745 565 573 601 468 520 616 572 03;00 * * 844 658 801 620 633 585 483 549 690 603 04:00 •' 916 623 902 591 586 623 410 430 704 567 05:00 * * * 998 759 923 569 515 624 416 385 713 584 06:00 * * * 733 546 820 489 461 486 384 412 600 483 07:00 500 425 506 427 374 366 329 306 427 381 08:00 381 326 332 349 332 323 224 194 317 298 09:00 * * * *° 279 196 264 275 252 211 140 95 234 194 10:00 *i`i 137 113 182 171 181 167 92 88 148 135 11:00 * * * *9. 102 59 125 91 1 104 941 48 291 95 68 Lane 0 0 0 0 0 0 9306 9870 9293 9415 7858 8215 5593 6042 8013 8386 Day 0 0 0 19176 18708 16073 11635 16399 AM Peak - - - - - - 11:00 07:00 11,00 fl7:00 11:00 11:00 11:00 11:00 11:00 11:00 Vol_ - - - 537 805 514 708 627 664 450 497 532 582 PM Peak - - - - _ 17:00 17:00 17:00 15:00 13:00 12:00 12:00 13:00 17:00 15:00 998 759 923 620 732 67S 494 567 713 603 Comb. 0 0 0 19176 18708 16073 11635 16399 Total ADT ADT 16,398 AADT 16,398 'm ;:L �^p •* zzr� 4 ro O �C iWWOOO�b4a Pfl�PQQOOOOOOOO9 b'�Ji3 � �P• 7 �N 0000000-+00000•+OOO p bq 0000.0 A)111311 C Er�7- v ���g•� c m ,u m x� �Wb�bbaa0 WO0A N100 N000b aaab��S1 -� E N-+DNA W mo ASITm mw G1AA V(h QO0000Q 0 (OW E 3DV-0 150 x s -0 iUf0 WIW3-�+fDN�DW 0") f+al f~p OoPOGIA(n W W W P•�It � i NNiJ yN tp�pA7Gy Nw ONi NlJpj�A�IyN iA W �-'•OV-`AU1 W(nm (AID V lP VOo Af WOO-+P Q10 Q) A (flVpb G7AaI oz-+Ch 1b� 0 tn ((��..pp pp A ((,�,�►,7 1�f ((,�1 (n Q W-+4h- En ' J bW-•W W M-4•-'W AN W M-+W W�-�Q O•+OOCTI ' f W pOOaN P000 p0000 W O bboa 0�© (3) 0 b O Q 0 0 0 0 0 0 0 0 0 b i 0 1 'mil �l (poppoaaaaQQpQpQppopoopoao(� -+ r� cn �I 4 0 0 0 0 0 b 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q'CD q 4 mTN w vc�q �na<D O cpV N N � 7� •��� � IO 47O{*7 N+r" (p qWa00000000000000000pnnnngq � rn p E ruypoga000000aooa0000000000n; �.pcnaappg000000aopaa00000nn� C(7 � r Ln]o 0 0 0 0 r o o n 0 0 0 0 0 O o o O 0 0 00 0 a r � wE p 0-0000 -0-0—00-00 r 00000-00 r- ((y'0 r 0 0 n r r M M L" V N O N* Ln Rt �;W p O O N iff m M ifI R l•Y C?U1'Q C3 df(O .m--+�- {�}i.. 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(p Qfrn nO NOr V CV M' C7 Sh1N� N00tp�h d r Nr fin: N• r Ln,b bbpaaa 0001NhhT Ol�10r r9040b1�, a�t� m,^�j !JAI Aza � v) Z, to 000b on 00000 wa o h Ora o 0 ro 0o0 � �— Nr >> � I 15 S Uo o U)�o000a0000b.-.-oNNoo.- 00000or 4 T z O p p p Q Q p p p O O k� (n CQccOCvvi,`rMm!.Yd.�OAOO�Gmp[p7�O; { P.AQ bbtl�GOP P P�O M�U110p Oi NNc�F Fyf F: p aau zi I Accurate Counts Page 12 97M64-2%5 Location :Chickering Road(Route 133) Location :North of Dufton Court City/State:North Andover,MA 8244SPD1 NB SB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 "rime 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total OSl12l19 a 0 U 5 9 41 34 71 6 '0 1 0 0 0 107 01:00 0 0 0 0 13 29 16 2 2 0 0 0 0 0 62 02:00 0 0 0 1 6 13 7 5 1 1 0 0 2 0 36 03:00 0 0 0 1 4 12 2 2 1 0 0 a 0 0 22 04:00 0 0 0 0 2 8 8 7 1 0 0 0 0 0 26 05:00 0 0 0 0 6 17 32 12 6 0 1 0 0 0 74 06:00 0 0 0 1 3 31 70 40 11 0 0 0 0 0 156 07:00 0 0 0 2 20 59 109 60 12 3 0 1 0 0 266 08:00 2 0 0 4 29 131 217 60 9 3 0 0 0 0 455 09.00 0 0 0 8 39 233 286 68 16 0 0 0 0 0 650 10:00 1 0 0 4 50 256 347 95 8 1 0 0 0 0 762 11:00 1 0 0 13 68 362 379 112 12 0 0 0 0 0 947 12 PM 3 0 0 4 84 373 445 123 5 2 0 0 0 0 1039 13:00 0 0 3 12 86 332 436 137 21 4 0 0 0 0 1031 14:00 0 0 0 4 77 343 396 153 15 0 0 0 0 0 988 15:00 2 0 2 17 112 357 420 109 13 0 0 0 0 0 1032 16:00 1 0 0 5 43 287 335 142 24 1 2 0 0 0 840 17:00 0 0 1 5 33 252 356 133 14 2 0 0 0 0 801 18..= 1 0 0 2 90 248 351 89 13 1 1 0 0 0 796 19:00 0 0 0 5 55 237 257 73 7 1 0 0 0 0 635 20:00 0 0 0 6 68 181 134 25 3 1 0 0 0 0 418 21:00 0 0 0 3 30 99 76 22 4 1 0 0 0 0 235 22:00 0 0 1 5 28 66 63 14 2 1 0 0 0 0 180 23_00 a 0 0 2 11 26 21 12 2 0 2 1 0 0 77 Total 7 109 971 3993 _4797 1506 208 22 7 2 2� 0 Daily 15th Percentile: 35 MPH 50M Percentile'. 40 MPH 85th Percentile: 45 MPH 95th Percentile: 48 MPH Mean Speed(Average): 41 MPH 10 MPH Pace Speed; 36-45 MPH Number in Pace: 87M Percent in Pace: 75.5% Number of Vehicles>40 MPH: 6S44 Percent of Vehicles>40 MPH: 56.2% Grand Total 281 272 389 1514 8359 25744 22251 5914 732 112 15 6 2 i 65592 Overall 15th Percentile: 34 MPH SM Percentile, 39 MPH 85th Percentile: 44 MPH 95th Percentile: 47 MPH Mean Speed(Average): 40 MPH 10 MPH Pace Speed: 36-45 MPH Number in Pace: 47995 Percent in Pace: 73.2% Number of Vehicles>40 MPH: 29033 Percent of Vehicles>40 MPH: 44.3% Massachusetts Highway Department Station 502: Route 114, north of Andover Bypass Monthly Volume Relationship to Average Month Dec-IS 37990.33333 0.98 Jan-16 35954.3 0.93 Feb-16 37011.14286 0.95 Mar-16 38558.27586 0.99 Apr-16 39039.55172 1.01 May-16 40201.7 1.04 Jun-16 41336.24138 1.07 Jul-16 36824.96667 0.95 Aug-16 39034.4 1.01 Sep-16 4004451724 1.03 Oct-16 40448.63333 1.04 Nov-16 38785.82759 1.00 Total 465229.89 Average Month 38769.1575 1.00 T:\8244 North Andover- Stevens Coolidge Estate\Data Collection and Record Documents\Traffic\Counts\DOT Counts\Seasonal Counts\Summary-Sta. 502 Route 114,xlsx ..a+w�L+w i.n..l trap aw tw�w twwt x.Ww•wq V.mrnwp wglw4niwuWwq m..q'f.�+r.�w...•.,uw rr nuww ww wwwW Y•wn �wrN•Yvnnw wrWw'r�l Y�wsi>•wmrl iwtrn r�wb trww Ww»�4 t�we.wwn.. t�v�•�x�r�Y-wm�wrdl vwut�wot .m.••wvv...0 m 4WN'.4 mw�•�s�p X Pwuuc�w.+.w�wk r...wn••-..�:�..� xe. 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I.yruprr»w�t:H wow: « W ,•eMUW Iw.W.w �rnwk px..W .wwp .rxww«va.w xr +. .•...nw eau pywwarww w.rarJ pywww..�ww MMw.alh cu m.mhw�wy: wwwry « -0..xwrvMMINNWMw•VI'ili VWwwwWw-ww� pww•wrw.rrxw.* +xwwwrmw«xw xM laYwHh+ranpirsl'. wµn. .�v � V w.rwo.m iw.nww.•�.iw }yu WWtwrwxw.rrHu rwxw...w«a+.. x aalww wwwxwxw . • x. raww.r. • •a woa c+wW.....+x�twuuMwi rory�x-+ww-r a eu l+Nw•+F+rm �m4 X meuonn x WwWr..w'w rnw.ww.w lawexrMwrf.vy. wvaw.w �•""Fu Ye� w+..r-«.mow.- a n .wunx. .t v nN•.w nww..r.w..r ..wn..w.+unw. wwwxW,/.r.wMwrx�vq we.m rWWP• w.=rwnk w r�+w �x.x w ww iw+ .��.-�- m•xvww „r � xmwwwxxu w �w.n„-rt� • wu wr�oA!•w.wx�tT�L n n wm.nww v 1+'++�W++pew wY.a.+waww IwwWvw•.��w lwwwl-por» mm 4�w.kwwrwwkt��w P�u•.r�w.r-�nF kw++�w�wwk uw•ww........w x ulrw w+w•nw� v n.e.m9 < ww�.kpn.wrnkMM�mr.aFu x wworww w �-' wwl�w.uw. wWR+��r�'w• +wawrw.arww wM lw.nx�rw✓r:ti �' a wa•awn o• n M+w �Mrw w�+u+fW+1MM rwwrrWWrx wrtlw.�nrw �tTr vrlrWw �wn+xTm. .-nnwx wwwwn wtnr+.ne n•.1'Yw•n..lW�p r.+WA9 •r.t�w fii�i�OT SEGMENT CRASH RATE WORKSHEET CITY/TOWN: North Andover COUNT DATE : May-19 DISTRICT : 4 SEGMENT DATA .,,..,.-...-I.-I................................................................................... ROADWAY NAME: Chickering Road (Route 125) START POINT:Dutton Street ENDPOINT: Falrwood Ave FUNCTIONAL CLASSIFICATION OF ROADWAY: Urban Principal Arterial ROADWAY DIAGRAM (LABEL ROADWAY AND CROSS STREETS) Fairwood Ave North Chickering Rd SITE Dutton St AVERAGE DAILY TRAFFIC SEGMENT LENGTH IN MILES ( L ): 0.31 AVERAGE DAILY TRAFFIC VOLUME (V): 18,950 AVERAGE#OF TOTAL#OF CRASHES: 20 YEARS : 5 CRASHES PER YEAR A) : .........................................,.•.....•....,.............,.................................... .............................................................,.............. CRASH RATE (A* 1.000,000) CALCULATION : 1'$7 rxAr _ (L• V •365) Comments : Below urban principal arterial crash rate of 3.42 Project Title& Date: Stevens-Coolidge Place Hourly Vehicle Traffic Primary Events/Functions in 2015 Counter location: Parking lot on Andover Street(across the street from main house) Large/Special Events 6lergarten, Sept 15 Event Totals(Event times are 10-4) Saturday, September 15, 2018 From ITE LUC 411 Attendees: 706 Peak Hours Entering Exiting Hourly Trips Distribution Entering Exiting Hour Vehicles 39% 61% 00:00 0.5 1.0 01:00 1.5 3.0 02:00 3.0 6.0 03:00 0.5 1.0 04:00 0.0 0.0 05:00 m 2.5 5.0 06:00 1.0 2.0 07:00 8.5 17,0 08:00 9.0 18.0 09:00 2.5 5.0 1% 3.0 3.0 10:00 4.0 8.0 1% 4.0 4,0 11:00 11.5 23.0 4% 12.0 12.0 12:00 22.0 44.0 8% 22.0 22.0 13:00 32.5 65.0 11% 33.0 33.0 14:00 30.5 61.0 11% 31.0 31.0 15:00 36.5 73.0 13% 37.0 37.0 16:00 44.0 88.0 15% 34 541 44.0 44.0 17:00 31.0 62.0 11% 31.0 31.0 18:00 32.0 64.0 11% 32.0 32.0 19:00 12.0 24.0 20:00 0.0 0.0 21:00 0.0 0.0 22.00 2.5 5.0 23:00 0.0 0.0 Total 287.5 575.0 249.0 249.0 498.0 T:18244 North Andover-Stevens Coolidge Estate\Data Collection and Record Documents\Traffic\Counts\Project Counts\SCP event traffic 2018.x1g%ge 1 Home Sweet Horne, May 19 Saturday, May 19, 2018 'From ITE L.UC 411 Attendees: 274 Peak Hours Entering Exiting Trips Hourly Distribi Entering Exiting Hour Vehicles 55% 45% 00:00 0.0 0.0 01:00 1.0 2.0 02:00 0.5 1.0 03:00 0.0 0.0 04:00 0.0 0.0 05:00 0.0 0.0 06:00 0.5 1.0 07:00 1.5 3.0 08:00 7.5 15.0 09:00 22.0 44.0 11% 22.0 22.0 10:00 25.0 50.0 13% 25.0 25.0 11:00 30.5 61.0 16% 31.0 31.0 12:00 34.5 69.0 18% 38 31 35.0 35.0 1&00 24.5 49.0 13% 25.0 25.0 14:00 23.0 46.0 12% 23.0 23.0 15:00 16.5 33.0 8% 17.0 17.0 16:00 5.0 10.0 3% 5.0 5.0 17:00 1.5 3.0 1% 2.0 2.0 18:00 1.0 2.0 1% 1.0 1.0 19:00 0.0 0.0 20,00 0.0 0.0 21.00 0.0 0.0 22:00 0.5 1.0 23:00 0.0 0.0 Total 195.01 390.0 186.0 186.0 372.0 T:18244 North Andover-Stevens Coolidge Estate\Data Collection and Record Documents\Traf ic\Counts\Project Counts\SCP event traffic 2018.xlltge 2 ....................................... Father's Day BBQ, June 17 Sunday, .tune 17, 2018 From ITE LUC 411 Attendees: 898 Peak Hours Trips Hourly Distrib Entering Exiting Hour Vehicles 39% 61% 00:00 0.5 1.0 01:00 0.0 0.0 02:00 0.0 0.0 03:00 0.0 0.0 04:00 0.5 1.0 05:00 0.5 1.0 06:00 0.0 0.0 07:00 0.5 1.0 08:00 1.0 2.0 09:00 3.0 6.0 1% 3.0 3.0 10:00 11.5 23.0 5% 12.0 12.0 11:00 9.0 18.0 4% 9.0 9.0 12:00 5.5 11.0 2% 6.0 6.0 13:00 14.0 28.0 6% 14.0 14.0 14:00 33.5 67.0 14% 34.0 34.0 15:00 68.0 136.0 28% 53 83 68.0 68.0 16:00 26.5 53.0 11% 27.0 27.0 17:00 33.5 67.0 14% 34.0 34.0 18:00 31.5 63.0 13% 32.0 32.0 19:00 1.0 2.0 20:00 0.0 0.0 21:00 0.0 0.0 22:00 0.0 0.0 23:00 0.0 0.0 Total 240.01 480.0 239.0 239.0 478.0 T:18244 North Andover-Stevens Coolidge Estate\Data Collection and Record Documents\Traffic\Counts\Prolect Counts\SCP event traffic 2018.x1ftge 3 Mother's Day Tea, May 13 Sunday, May 13, 2018 From ITE LUC 411 Attendees: 336 Peak Hours Trips Hourly Distribi Entering Exiting Hour Vehicles 55% 45% 00:00 0.0 0.0 01:00 0.0 0.0 02:00 0.0 0.0 03:00 M 0.0 04:00 0.0 0.0 05:00 0.0 0.0 06:00 0.5 1.0 07:00 2.0 4.0 08:00 12.0 24.0 09:00 36.0 72.0 14% 40 32 36.0 36.0 10:00 29.5 59.0 11% 30.0 30.0 11:00 34.5 69.0 13% 35.0 35.0 12:00 31.0 62.0 12% 31.0 31.0 13:00 24.5 49.0 10% 25.0 25.0 14.00 34.0 68.0 13% 34.0 34.0 15:00 20.5 41.0 8% 21.0 21.0 16:00 14.5 29.0 6% 15.0 15.0 17.00 10.5 21.0 4% 11.0 11.0 18:00 5.0 10.0 2% 5.0 5.0 19:00 1.0 2.0 20.00 0.5 1.0 21:00 0.5 1.0 22:00 0.0 0.0 23:00 0.5 1.0 Total 257.0 514.0 243.0 243.0 486.0 Winterli hts key dates-Vehicle counter not functioning, no way to identify vehicle trips Date Attendees 14-Dec 1069 15-Dec 1500 22-Dec 1437 23-Dec 1587 T:18244 North Andover-Stevens Coolidge Estate\Data Collection and Record Documents\TrafficlCountslProject Counts\SCP event traffic 2018.xlltge 4 .'.. ✓ .c F� � FJ � ,�`� 1,Y Y �'� � r[ m �y-r r -: i s �;z. F.. x u . � General Information Site Information Analyst VAI _ Intersection Site Drive at Rt 125 Agency/Co. Jurisdiction N.Andover Date Performed 7/22/2019 East/West Street Site Drive Analysis Year 2020 North/South Street Route 125 Time Analyzed Weekday PM Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 1.00 Project Description 2020 Proposed Lanes 14�I L -A7 Major Slreel:hlortle-soull) Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U c m L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 a 1 0 0 0 1 0 Configuration LR TR LT Volume,V(veh/h) 5 4 969 5 A 673 Percent Heavy Vehicles(%) 0 0 0 Proportion Time Blocked Percent Grade(%) 0 Right Turn Cha nnelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway(sec) Critical Headway(sec) Base Follow-Up Headway(sec) Follow-Up Headway(sec) Delay, Queue Length, and Level of Service Flow Rate,v(veh/h) 10 4 Capacity,c(veh/h) 127 666 v/c Ratio 0.08 0.01 95%Queue Length,Q95(veh) e 0.2 0.0 Control Delay(s/veh) 35.7 10A Level of Service,LOS E 8 EE Approach Delay(s/veh) 35.7 0.2 Approach LOS - - E Copyright 0 2019 University of Norida.All Rights Reserved. HCS71 TWSC Version 7.4 Generated:7/22/2019 4:06:31 PM 2020 Build Weekday PM.xtw /,:,r�� ,-�" 3z ,,,�l+i� ,s�_.� ,� ✓'' yc, s, f,-v�"�.v » w �: .t °.� .+'" '.r J,; F�' sT z� j, f:s,: �,• ,� � y •;. � '. �., z, T> his rT q� Gy ti y 5 t'" General Information Site Information Analyst VAt.H...�.�:rv�_..��,��,.�.:.,.-..�w....��.,,�.,��,�e�a_ Intersection Site Drive at Rt 125 Agency/Co. � Jurisdiction N.Andover .wDate Perform `�/m�a�,. �estStreet.����,,.�,�_....�. ..��m�.....�w�.,_,n�,�„�.�.��....�,,��..:�.,�:.�,.�..�..,��.�. Performed 7 22 2019 East Site Drive Y Analysis Year m n 2020 North/South Street um Route 125 Time Analyzed Saturday PM Factor Peak Hour 13.9:,.0:��:.�..:..::-�,:__.:::::::::::-.,�...,.,.�, �,,.,�ti,-..�..,w,.���.m.�� 2 Intersection Orientation North-South Analysis Time Period(hrs) 1.00� �... ,._��.��.,�� -Protect Description 2020 Proposed �.�._.�.�e- ��.� �,.,N�m�..�.............._.. Lanes i 4 Major Sti eet North-Soutl) Vehicle Volumes and Adjustments Approach W Eastbound Westbound Northbound Southbound M Movement U L T R U L T �R� U L T R U L m T^� R_ Priority 10 11 12 7 8 9 lU� ].A� ryG2 3 �4U -.4 5� 6 Number of lanes � �0 �0 0 0 1 0 0 0 1.� .�0.. 0 Q 1 � 0:« Configuration LR TR LT Vol ume,V(vah/h) 30 24 742 18 16 632 Percent Heavy Vehicles(%) 0 0 - - 0U Proportion Time Blocked a Percent Grade(%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways,; Base Critical Headway(sec) 7.1 6.2 4.1 Critical Headway(sec) 6.40 6.20 _ 4.10 Base Follow-Up Headway(sec) w 3.5 3.3 2.2 Fallow-Up Headway(sec) wM, 3.50 3.30 2.20 Delay, Queue Length,and Level of Service Plow Rate,v(veh/h) 59 17 Capacity,c(veh/h) 179 814v/c Ratio 0.33 0.02 95%Queue Length,Qss(veh) _ 1.4 _ 01 Control Delay(s/veh) m.e. 34.8 9.5 Level of Service,LOS D Approach Delay s veh �..:. �,�„w.�. 34.8..,� _:::�,�::.,.:�,�. .,... � �� ,.�17A .-m O'm pp y(/ ) 6 Approach tOS D Copyright 0 2019 University of Florida,All Rights Reserved. HCS7-TWSC Version 7.4 Generated:7/22/2019 4:03:33 PM 2020 Build Sat PM.xtw w � ° � R`z a;; �„ �., �,t:� b` t "'✓ aka fF`6 ✓`��,'��u E -,� � ,c.,� r '�„u' C^�`� . ''✓e,%^✓'"" .'' 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HCS7TM TWSC Version 7.4 Generated:7/22/2019 4:05:21 PM 2020 Build Sun PM.xtw 1 Civil Engineering Land Surveying Environmental Consulting Landscape Architecture HANCOCK �ASOIATE S The Stevens-Coolidge Place Proposed New Visitor Center Operations and Maintenance Plan Prepared By; Hancock Associates ##22587 Prepared For: The Trustees of Reservations Chickering Road, Route 125 North Andover, MA DANVERS OFFICE MARLBOROUGH OFFICE 185 Centre Street,Danvers,MA 01923 315 Elm Street,Marlborough,MA 01752 Phone: (978)777-3050 Fax: (978)774-7816 Phone: (508)460-1111 Fax: (508)460-1121 www.hancockassociates.com Standard 9s Operations and Maintenance Plan The information provided herein is intended to provide the base information for operation and maintenance of the site in perpetuity subject to updates and revisions as required at a future date. As such all future property owners must be notified in writing of the this plan,and be provided with a copy of this plan, a complete set of the design drawings, and/or a completed as-built plan showing all the drainage features as they were constructed. Please see the attached Operations and Maintenance Log. Stormwater management system owner: Trustees of Reservation The party responsible for operation and maintenance: Stewardship Manager for the Stevens-Coolidge Place Illicit Dischar e-Practices to Minimize Storm Water Contamination • All trash and debris from the site will be deposited in trash receptacles which will be emptied regularly. • All site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. • All paint containers and curing compounds will be tightly scaled and stored when not required for use. Excess paint will not be discharged to the storm sewers,but will be properly disposed according to the manufacturer's instructions. .infiltration basin Any accumulated silt, trash,or debris shall be removed from the infiltration basin. Note any settlement or erosion around drainage inlets,stabilize any eroded areas. Any obstructions including any woody vegetation in the flow path shall be removed. Rip-rap shall be replenished as needed. If silt reaches half way up the rip-rap, it shall be removed and the rocks replaced or replenished as needed. Stone Diaphragm: Inspect stone diaphragm after every significant rainfall event. Repair damage as needed. Remove sediment as needed. Drainage Swale Maintenance Although not a structural component of the drainage system, the maintenance of vegetated areas may affect the functioning of stormwater management practices.This includes the health/density of vegetative cover and activities such as the application and disposal of lawn and garden care products, disposal of leaves and yard trimmings, Check Dams: Inspect check dams after every significant rainfall event. Repair damage as needed. Remove sediment as needed. Vegetated Areas; Initial Post-Construction Inspection During the initial period of vegetation establishment plantings shall be inspected twice in first year by contractor or owner.Any dead vegetation/plantings found after the first year will be replaced. Proper mulching is mandatory and regular watering may be required initially to ensure proper establishment of new vegetation, i Long-Term Maintenance The planted areas shall be inspected on a semi-annual basis and any litter removed. Weeds and invasive plant species shall be removed by hand. Maintain planted areas adjacent to pavement to prevent soil washout. Immediately clean any soil deposits on pavement. Leaf litter and other detritus shall be removed twice per year. If needed to maintain aesthetic appearance,perennial plantings may be trimmed at the end of the growing season, Pesticide/Herbicide Usage No pesticides are to be used unless a single spot treatment is required for a specific control application. Checkering Road Operation and Maintenance Log NOTE: See Operations and Maintenance Plan for details of inspection requirements. Inspections for Year: Best Maaiaeiiient Practice Action Date Completed By Comauents Gampleted Infiltration Basin Inspect/Clean Inspect twice per year. Inspect/Clean Clean and mow as required. Outlet Control Structure Inspect/Clean Inspect twice per year. Clean as required. Inspect/Clean Grass Treatment Swale Inspect Inspect after significant rainfall event. Inspect Maintain as required. Stone Diaphragm Pretreatment Inspect Inspect after sigpificant rainfall event.Repair as needed. Inspect Maintain as required. Drainage Pines lWect/Clean Inspect twice a year. Maintain as required PERMIT SITE (2) 18" ADS PIPES PLAN L=40' rm r..ae.w S=0.01 —e mgssamr - ter-•— .rr wasa xx — ,N3'fL+RL Cdici'c,i„gRao0.Raa,c l75 ,.-� ecAA,Po NanCAndwa,Mm�cSmc[b91845 PROPOSED OUTLET PROPOSED-FLARED—END ,j CONTROL STRUCTURE Wm,s rr aua WOCK LM SECTION WITH RIP RAP 1500 GAL PRECAST _ 59.40.46 17A7 M.0 ]NV OU =�CFS 7 _ •� CONCRETE TANK MODIFIED FOR V--NOTCH WEIR(30 DEG) ® 206.5' THE TRUSTEES IN.VvOUT=206.1' ,., OF RESERVATIONS (2..12 ADS DRAM - P PESO {r— PROPOSED GRASS `� 4 S=0.013 j TREATMENT SWALE' PR6POSE6 CHECK_D`AM � _ HANCOCK 6' WIDE-- � f� ASSOCIATES 1' HIGH WeU-d 5c;-c 711 PROPOSED FLARED—END SECTION WITH RIP—RAP , i ♦ - � —�"-- INV OUT=208.5' PROPOSED FLARED—END ',-.�. �' _� AND SECTION WITH RIP—RAP `- MAKONANM J — �N, PROPOSED/ `ONE [NV. OUT=209.p' J ? DIAP SlFLM ,I=IRAGM PROPOSED CHECK DAM !� PRETREATMENT " 6' WIDE u,wrs aw 1' HIGH , VIYI a 22W