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2020-08-10-CONCOM-min
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2020-08-10-CONCOM-min
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Minutes - CONCOM - Conservation Commission
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- They can do an additional test pit during construction to confirm appropriate soils. It was <br /> a recommendation from the geotechnical engineer. <br /> On a motion by Ms. Samuels and seconded by Mr. Langseth, the Commission voted 7-0 by roll <br /> call vote to continue the hearing until August 24, 2020 at the applicant's request. <br /> Record of vote as follows: <br /> Ruth Ladd—Aye <br /> Kevin Beuttell—Aye <br /> Alex Dohan—Aye <br /> David Langseth—Aye <br /> Holly Samuels —Aye <br /> Duke Bisko —Aye <br /> Philip Hamilton—Aye <br /> ViewPoint Cloud 4CNOI-19-27, DEP 201-1163, BL 1118 <br /> NOI, 91 Hartwell Avenue <br /> Applicant: John Cappellano <br /> Project: Construction of lab and office building, above ground parking garage and associated <br /> infrastructure <br /> Previous Hearing Dates: 11/18/2019, 2/24/2020, 5/18/2020, 6/15/2020, 7/13/2020, 7/27/2020 <br /> Supplemental Documentation Submitted.- <br /> - <br /> ubmitted:- Form 11-Soil Suitability Assessment for On Site Sewage Disposal- Prepared for <br /> Meridian Lexington Owner, LLC by Chris Hodney, PE. Dated 7/17/2020 <br /> - Stormwater Report- Prepared for Paul Finger Associates by Nitsch Engineering. <br /> Revised 7/29/2020 <br /> - Memo- Permitting Document Updates- Prepared for Paul Finger Associated by <br /> Matthew Brassard, Nitsch Engineering, dated 7/31/2020 <br /> - Floodplain Volume Update- Prepared for Paul Finger Associates by Nitsch <br /> Engineering. Dated 7/31/2020 <br /> - Site Plans- Prepared by Paul Finger Associates dated 8/3/2020 <br /> • Hartwell Ave Entry/Exit(Layout and materials) <br /> • Hartwell Place/Ave Intersection (Layout and materials) <br /> • Grading Sketch 1 (Lab and Office) <br /> • Grading Sketch II(Parking Garage) <br /> - Inspection and Maintenance Log <br /> Rich Kirby, LEC, presented before the Commission. At the last meeting they presented <br /> hydrologic analysis which increased groundwater elevations. They have revised the storm water <br /> report that elevates the seasonal high groundwater table. The proposed rate of runoff remains less <br /> than pre-construction runoff for the 2, 10, and 100 year storm events. They provided updated <br /> compensatory flood storage calculations. They submitted test pit data and a draft drainage and <br /> utility plan. <br />
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