New Marlborough Planning Board Minutes May 27, 2020
Attendees Members Daniel Doern (Chair), Mark Carson, Eric Shaefer, Bob Hartt Other Attendees Tara White (Select Board)
Call to order at 7:01
Review of Minutes
Minutes from the 5/13/20 Planning Board meeting were approved unanimously.
There was a comment from a member of the public regarding the accuracy of approved minutes from 2/26/20.
Surveyors/ANR Review
No submissions
Review of Mail
448 Main Road, Monterey (Monterey General Store) – application to enclose an existing deck with a screened porch was approved.
438-447 Monterey Road, Great Barrington (Eagelton School) – public hearing on 5/13/20 regarding special permit application for a rehabilitation facility.
34 Home Road, Sheffield – special permit application by Dan Andrus approved (5-0) for establishment of a high-end car club facility.
New Business
Massachusetts’ Municipal Vulnerability Preparedness (MVP) Program
• Carrieanne Petrik asked to present an outline of the MVP program to make NMPB aware of the program; no action necessarily required. • MVP is a grant focused on vulnerabilities associated with climate change. • The initial grant ($20,000) allows a municipality to hire a contractor to develop a resiliency plan and to apply for an action grant ($25,000 - $2MM). • New Marlborough has already received an action grant in partnership with Sheffield and Sandisfield to evaluate the effect of climate change on dirt roads.
• Other vulnerabilities that could affect New Marlborough include food production, roads elderly populations (power, food, weather, housing). • Mark Carson asked if the MVP could be used to restore riverbanks. Carrieanne indicated it could be used to restore riverbanks on private land. • “Champions” of the MVP program in New Marlborough could be DPW and police chief. • Additional information regarding the MVP program is attached to these minutes.
Old Business
Annual Town Meeting
The annual town meeting was postponed (no new date set) by the Select Board on 5/26/20. The presentation regarding the marijuana bylaw is postponed until the annual town meeting is rescheduled.
Dan circulated all the relevant information required for the marijuana bylaw discussion including the notification of the proposed amendments (4) sent to the town administrator, the four amendments that need to be voted on and the full marijuana bylaw.
NMPB needs to put together a brief historical timeline for background relative to the marijuana bylaw. Dan volunteered to assist with the annual town meeting presentation whenever that is rescheduled.
NMBP Composition
Eric Schaefer’s resignation is effective after the next NMPB meeting on 6/10.
Dan Doern’s term expires on 6/29.
Mark Carson indicated that he has determined that he will be able to continue to serve on the NMPB even if he is elected to the Select Board.
Per state law, the composition of the NMPB can be five to nine members.
The current composition is five members. Three members are required for a quorum. Without a quorum, no decisions can be made by the NMPB. The NMPB would effectively be advisory only.
Dan noted that he heard Peter Tiso may be coming back east at the end of summer. Dan will reach out to Peter by email to explain where we are with the composition of the NMPB to see if he would have any interest in an appointment when he returns.
Town elections will be held on 6/29/20.
Hartsville Mill River Road Riverbank Restoration
Riverbank near the bridge is eroding and encroaching on private land and the public road. Mark has been working on this problem with the private landowner and Trout Unlimited for several years. Trout Unlimted had done the engineering work necessary to apply for a grant to restore the riverbank. The value of the work done by Trout Unlimited is approximately $25,000. Additional information regarding this issue is attached to these minutes.
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KWWSV PDLOJRRJOHFRPPDLOX"LN GE YLHZ SW VHDUFK DOO SHUPWKLG WKUHDGI$&PVJI$« DRAFT New Marlborough Restoration Site, 5.14.20 Location: A series of erosive meander bends are located on the Konkapot River approximately 200’upstream of the Hartsville Mill River Road Bridge. The bridge is located approximately 320’ northeast of the intersection with Underwood Road. The Konkapot is a tributary to the Mill River in the Housatonic River Watershed. The site is located Berkshire County in the Town of New Marlborough, Massachusetts. Lake Buel, is a 196 acre enlarged Great Pond located approximately 1400’ northwest of the site. The stream draining Lake Buel enters the Konkapot River on River Right approximately 200’ upstream of the bridge. The hydraulics of the outlet of the Lake may be contributing to the instability of the Konkapot site.
Location Maps:
Page 1 of 16 DRAFT New Marlborough Restoration Site, 5.14.20
Great Barrington Quad, 2018
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DRAFT New Marlborough Restoration Site, 5.14.20
Tax Parcel Map:
Parcels: 1359 Hartsville Mill River Road, Erik Mandell, 79 Waverly Ave., Apt 1, Brooklyn, NY 11205 1609 Hartsville New Marlborough Road, Charles Wyman, 1277 HARTSVILLE MILL RIVER RD, NEW MARLBOROUGH, Suzanne Greene 0: LAKE BUEL RESTORATION PRESERVATION PO BOX 94, MONTEREY, MA 01245
Latitude/Longitude: 42.15852/-73.26261.
Project Overview: Recurring instability on the highly sinuous section of the Konkapot River above the bridge on Hartsville Mill River Road is contributing to high erosion, property damage and habitat degradation. Lateral migration is estimated at 15 feet in 2 years. A review of aerial photography reveals that lateral migration since 1995 may be as high sas 60 feet on river left. The proposed restoration work would reduce erosion and restore long term stability and improve habitat for the cold water fishery.
Project Goals: Collaborate with the Town of New Marlborough and the landowners to restore stability to the erosive banks of the Konkapot River.
Page 3 of 16 DRAFT New Marlborough Restoration Site, 5.14.20
1995 aerial (yellow scale line is 200’).
2018 imagery (scale is 200’). Mid 1990s alignment of river left is overlain onto 2018 image).
BEHI Analysis: A Bank Erosion Hazard Index was completed at station 3+12 to estimate the tons/year of soil loss on the erosive bank. The BEHI Analysis is based on the sandy loam soils reported on the bank as well as the steep bank angle and the lack of deeply rooted vegetation. Combined with the Near Bank Stress Analysis (Method 5), the estimated annual soil loss is 0.9 tons per year. Please see the attached BEHI summary page for the site. Page 4 of 16 DRAFT New Marlborough Restoration Site, 5.14.20
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DRAFT New Marlborough Restoration Site, 5.14.20 Drainage Area: The drainage area is 29.7 square miles. The basin slope is ~7%. The Watershed includes Lake Buel and Lake Garfield. Annual precipitation is 48.1”. Please see the attached watershed map.
2000’
Lake Garfield
Lake Buel
Site
Current Land Use: The watershed is 85.9% forested with 6.75% wetlands.
Page 6 of 16 DRAFT New Marlborough Restoration Site, 5.14.20 Stream Morphology: TU staff performed a longitudinal profile of the stream and recorded the stream's dimensions with several cross sections in 2019. The stream slope is ~0.6%. The Longitudinal Profile (see attached) covered a distance of approximately 600 feet above the bridge. Dimensions at XS at Station 2+71 appear to be similar to the dimensions recommended by the Regional Curves (StreamStats): Bankfull width: 63 ft Bankfull depth: 2.4 ft Bankfull area: 151.4 sf Width: Depth: 26.6 Width of Floodprone Area: ~100 ft Entrenchment Ratio: not entrenched Sinuosity: 1.14 above the bridge, 1.5 below bridge
Bankfull Dimensions Flood Dimensions Materials x-section area W flood prone D50 Riffle (mm) 151.4 (ft.sq.) --- area (ft) 27 entrenchment D84 Riffle (mm) 63.4 width (ft) --- ratio 100 mean depth low bank threshold grain 2.4 (ft) 3.7 height (ft) 44 size (mm): low bank 3.7 max depth (ft) 1.0 height ratio wetted 66.0 parimeter (ft) 2.3 hyd radi (ft) width-depth 26.6 ratio
Flow Forces & Bankfull Flow Resistance Power Manning's channel slope 5.5 velocity (ft/s) 0.037 roughness 0.62 (%) discharge rate D'Arcy-Weisbach shear stress 830.3 (cfs) 0.12 fric. 0.89 (lb/sq.ft.) Froude resistance factor shear velocity 0.64 number 8.1 u/u* 0.68 (ft/s) relative unit strm power 7.3 roughness 5.1 (lb/ft/s) Page 7 of 16 DRAFT New Marlborough Restoration Site, 5.14.20
Dimensions (ft) Ratios Bankfull Width: 70.3 Sinuosity: 1.1 Meander Length Meander Length: 395 Ratio: 5.6 Meander Width Belt Width: 160 Ratio: 2.3 Radius of Curvature: 125 Radius / BkF Width: 1.8
StreamStats: Please see the attached StreamStats summary page developed for the site. The StreamStats information for the site indicated the following dimensions: Bankfull width: 61.6 feet Bankfull depth: 2.68 feet Bankfull area:164sf Bankfull Q: 669 cfs Bankfull Velocity: 4.1 ft/s W:D:23 50 year: 3760 cfs 100 year:4530cfs
Plan View:
Source of bedload?
2+71
200’ 15’ lateral migration in 2 years
5+31 4+13
Cross sections are shown in Red.
Page 8 of 16 DRAFT New Marlborough Restoration Site, 5.14.20 Existing profile: Water Surface Slope = 0.6%.
Proposed elements: 260 linear feet of toe wood on river left; Build out into the channel to increase the Radius of Curvature to mimic existing conditions. Right size channel to ensure stable bankfull dimensions. Excavate bar on river right to enable proper dimensions. Use spoil from bar to fill soil lifts. Salvage vegetation on bar to cover soil lifts. Consider grade control to right size channel above and below the erosive bank to allow for sediment transport.
Proposed Grade control to right size channel and allow for sed transport.
Proposed Grade control to right size Build Toe channel and wood out into allow for sed channel to transport. reduce severity of meander
Page 9 of 16 DRAFT New Marlborough Restoration Site, 5.14.20
Estimated Costs: Labor: $28,000 (80 hours at $350 per hour for operator and 2 laborers) Materials: 15 footers, Min 12” DBH, length > 20’. NEED PRICING 25 root wads, Min 12” DBH, length > 20’. Rock: Converging Rock Clusters may be possible. 220 tons of rock, ~$8000 IVI 900 (or IVI 700) fabric: 17000 sf; NEED PRICING Planting materials: Seed 100# bag, ~ $100. Straw mulch 35 bales for application of 90 lbs/sf; ~ $200 Willow stakes: ~ 1200 (harvest locally if possible, nursery stock ~$1200)
Constraints for restoration: Access, dewatering,
De-watering: Please see attached typical of USACE Pump Around.
Soils: The majority of soils adjacent to the stream are mapped as Limerick Silt Loam, 0-3% slopes. Limerick is not prime farmland. Please see the attached description and map.
Planting Plan: Disturbed areas will be planted with conservation seed mix and covered with straw mulch. Live willow stakes are proposed at a 3’ spacing.
Maintenance Plan: Trout Unlimited and the Town of New Marlborough will monitor the project following storm events and seasonal changes to check on stability and vegetation.
Cultural Resources:
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DRAFT New Marlborough Restoration Site, 5.14.20 FEMA FIRM map:
Site is within Zone AE.
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DRAFT New Marlborough Restoration Site, 5.14.20
Flood Insurance Map 1981
Photos
Page 12 of 16 DRAFT New Marlborough Restoration Site, 5.14.20
Toe Wood Typical
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DRAFT New Marlborough Restoration Site, 5.14.20
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DRAFT New Marlborough Restoration Site, 5.14.20
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DRAFT New Marlborough Restoration Site, 5.14.20
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