61 Waverly Street

Notice of Intent

DEP File No: 95-1016    Current Status: Hearing Closed 3/30/2026

Brief Description: 40B Development; 5-story, multi-family residential building with 216 units, associated parking lot and garages, and associated grading and utility work.

Final Approved Materials:

Approved Plan Set (with Revised Sheet C-151 Substitution), 3/12/2026

Final Special Conditions, N. D.

Order of Conditions (Not Yet Available)

Materials for March 30, 2026 Hearing:

See Revised Sheet C-151, 3/12/2026

See 61 Waverly Street, Revised Site Plans, 3/12/2026

See Draft Conditions (redlined version), N.D.

See Draft Conditions, N.D.

Materials for March 16, 2026 Hearing:

See 61 Waverly Street, Revised Site Plans, 3/6/2026

See GCG's 3rd Peer Review, dated 3/2/2026

See Applicant's Response to GCG's 3rd Review, dated 3/6/2026

Enclosures:

See Peak Discharge Rate Summary, dated 3/6/2026

See Proposed Hydrology Map, dated 3/6/2026

See Proposed Hydrology Report, dated 3/6/2026

See Existing Hydrology Map, dated 3/6/2026

See Existing Hydrology Report, dated 3/6/2026

See Recharge Volume and Drawdown, dated 3/6/2026

See TSS Removals, dated 3/6/2026

Materials for March 2, 2026 Meeting:

See Applicant's Response to Agent's 2/5 and 2/9 comments, dated 2/20/2026

See Applicant's Response to GCG's 2nd Review, dated 2/13/2026

See GCG's 2nd Peer Review, dated 2/2/2026

See Site Design Plans Revised Sheets, dated 2/13/2026

See Site Design Plans, dated 2/13/2026

Enclosures:

See Peak Discharge Rate Summary, dated 2/11/2026

See Pollutant Removal Calculations, dated 2/11/2026

See Proposed Hydrology Map, dated 2/11/2026

See Proposed Hydrology Report, dated 2/6/2026

See Riprap Sizing Calculations, dated 2/6/2026

See Buoyancy Calculations, dated 2/11/2026

See Existing Hydrology Map, dated 2/11/2026

See Existing Hydrology Report, dated 2/6/2026

Materials for February 2, 2026 Meeting:

See Applicant's Response to Agent's 1/27/26 letter, dated 1/28/26

See Agent's Response to Applicant's 1/22/26 Response, dated 1/27/26

See Applicant's Initial Response to Agent's Comments, dated 1/22/26

Produced in response to GCG's Review:

See Applicant's Response to GCG Peer Review Comments, dated 1/22/26

See Revised Site Design Plans, dated 1/22/26

See 25 Year pipe sizing, dated 1/22/26

See Bedrock contour plan, dated 1/22/26

See Contech water quality unit sizing calculations, dated 1/22/26

See Existing hydrology report, dated 1/22/26

See Existing Waverly Street 12-in RCP Capacity, dated 1/22/26

See Infiltration System WQV, dated 1/22/26

See Peak discharge rate summary, dated 1/22/26

See Proposed hydrology report, dated 1/22/26

See Recharge and drawdown, 1/22/26

See SDS-1 Buoyancy Calculations, 1/22/26

See TSS Removal, dated 1/22/26

See Existing hydrology map, dated 1/23/26

See O&M Manual, dated 1/23/26

See Proposed hydrology map, dated 1/23/26

Produced in response to Beals and Thomas Wetlands Review:

See Applicant's Response to Beals and Thomas, dated 1/22/26

See C-101 Revised Existing Conditions Plan, dated 1/22/26

See Revised Wetland Flags, dated 1/23/26

Materials for January 20, 2026 Meeting:

See Beals and Thomas Wetland Review, Dated 1/15/2026

See Applicant's Response to GCG's Peer Review, Dated 1/13/2026

See MassDEP's Comment Letter Dated 1/6/2026

See Applicant's Response to Conservation Commission's Comments Dated 12/23/2025

See GCG Peer Review Dated 12/17/2025

Reviewed at the December 1, 2025 Meeting:

See GCG Peer Review Proposal, Dated 11/25/2025

See Conservation Office Comments, Dated 11/17/2025

See DPW Culvert Review, N.D.

Original Filing; 

Reviewed at the November 17, 2025 Hearing:

See Notice of Intent Package (includes drainage calculations) Dated 10/29/2025

See Plan Set Dated 10/29/2025