Canton, Massachusetts · Saved source text
04-07-2021 Minutes
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Source page 1
TOWN OF CANTOfT , a .;#,..�.1 D_ i M, Z`r A :1 ' M)i . APRIL 7, 2021 Virtual "Zoom" , r0 P.M. Present: Robert E. Panto, Chairman David McCarthy, Vice Chairman Patricia McDermott, Clerk Kathy Gibbs McCormack, Member Joseph Amrhein, Member Also Present: Thomas Houston, Professional Services Corporation Laura Smead, To-,vn Planner Chairman Panico called to order the Planning Board "Zoom" meeting of April 9, 2021 at 7:oo p.m. Chairman Panico welcomed and introduced the new Planning Board member, Joe Amrhein to the Board. A motion was made by Chairman Panico seconded by Ms. McDermott to open the public meeting of April 7, 2021. A roll call was taken of each member, Mr. McCarthy, Ms. McDermott, Ms. McCormack, Mr. Amrhein and Chairman Panico. Motion Approved 5-o. A motion was made by Chairman Panico and seconded by Ms. McDermott to open Item #1, 10 Albert Street. Roll Call Taken, all in favor, Motion Approved 5-0 Ida W 10 Albert Street (White Tail Estates) — Requesting a eliminating the paver strips (Stephanie Lopilato, Owner) The Applicant was not in attendance so this hearing will be continued. Next Item on the Agenda (2) So & go Shawmut Road — Emergent BioSolutions (EBS -Canton) — Site Plan Review; (Michael Bush, AIA, Principal BushWang, LLC; Richard Zolla, EBS; Attorney Paul Schneiders; and Nicholas Skoly, VHB, Engineer) Attorney Schneiders introduced himself and explained that at the last meeting they went through and discussed all the issues. A memo addressing the issues was sent and Mr. Houston has stated that almost everything has substantially been resolved.
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Planning Board Agenda April 7, 2021 Page 2 of i Mr. Houston explained that he has a laundry list with about a dozen outstanding issues remaining, which include: 3.f. Further information regarding the existing drainage system is requested. Pipe °P6" is believed to be a roof drain connection from go Shawmut Road to the municipal drain system. Further investigation is required to confirm this understanding This is general information and will be resolved during construction; 6. Due to increased truck traffic PSC requested that a water quality unit (WQU) be added at the rear loading dock, which required additional specifications. The site plans now show the model number; invert elevations; and performance data has been supplied. This has been resolved; ro. The outlet control structures (OCS) for System i showed an invert elevation on the plan that differed by o.l feet from the invert elevation used in the HydroCAD calcs. This has been corrected and the inconsistencies resolved; ii. Requested design information be added for the infiltration systems. The elevation of seasonal high groundwater data has been added, and is now on the drawings; 12. Requested that design detail information be added for the infiltration systems. As a result of design changes, Infiltration System 3 was added to provide the required water quality volume. Test pit excavation have now been deferred until the start of construction; 18. Requested that test pits be excavated at the infiltration basins. Test pits were excavated but were not shown on the plan. The test pit locations for Systems 21 and 2 have been added and are now shown on the site plans; 32. Requested the requirement for a mounding analysis because the separation between the bottom elevation of the subsurface structures and ESHGW is less than 4 feet. There was a lack of information, and recent borings were taken and mounding calculations are satisfactory; 38. The owner must conduct additional investigation of the building to remain. The Illicit Discharge compliance Statement is to be submitted when construction is underway and before the time of the Certificate of Occupancy; 44. Requested an analysis of the peak period parking demand. The submitted analysis quantifies peak parking demand and has been resolved; 48. All three site drives shown now have a minimum width of 30 feet and this has been solved; 2