HomeMy WebLinkAbout25SUB3 TE Review Letter 2 5-11-25
John U. Faulise, Jr., L.S. David C. McKay, P.E.
Gerald J. Stefon, L.S. (1952-2021) Jacob S. Faulise, E.I.T.
Boundaries LLC
179 Pachaug River Drive
P.O. Box 184
Griswold, CT 06351
T 860.376.2006 | F 860.376.5899
www.boundariesllc.net
May 11, 2025
Ms. Meredith Badalucca
Assistant Planner
Department of Land Use & Development
Town of Montville
310 Norwich-New London Turnpike
Uncasville, CT 06382
Re: 25SUB3 – Daniela Gjergjaj
Map 001 Block 007 Lot 00A Silver Falls Road
Montville, CT
Re-Subdivision Plan and Stormwater Management Report Review
Dear Ms. Badalucca,
Per your request Boundaries, LLC. has completed a review of the revised resubdivision plans and
stormwater management report for the proposed 4-lot Resubdivision of Map 001 Block 007 Lot 00A Silver
Falls Road prepared by CLA Engineers, Inc. This review is intended to evaluate compliance of the plan
with the requirements of the Town of Montville Subdivision and Zoning Regulations.
The following documents were received as part of the application package:
· Comment Response Letter Dated May 8, 2025.
· Bond Estimate Dated May 7, 2025.
· Wetlands Application Narrative.
· Revised Drainage Report.
· Revised Wetland Delineation Report.
· NDDB Determination Letter.
· Residential Resubdivision, Map 001-Block 007-Lot 00A Silver Falls Road, Town of Montville,
Connecticut 06370, Prepared for Daniela Gjergjaj, May 6, 2025.
The following comments or questions are based on the above documents:
Erosion and Sedimentation Control Bond Estimate
· Please coordinate the area of seeding with the proposed area of disturbance.
· Please include a line item for spreading stockpiled topsoil over the proposed areas of disturbance.
Page 2
Stormwater Modeling
· Please correct the 10-year, 24-hour rainfall total presented in the Table on page 132 of the revised
report. It should be 5.14 inches instead of 4.15 inches.
· Please evaluate the contributing watersheds of the proposed 15-inch culverts located at
approximately STA 1+00 and approximately STA 2+30 to demonstrate that they are sized for the
appropriate design storm and evaluate the 100-year discharge velocities to ensure that the
appropriately sized riprap is specified. These two culverts do not appear to be included in the
updated Drainage Report.
Resubdivision Plans
· Please include the statement regarding the proposed grading within the limits of the flood plain
on Sheet 3.
· Please provide construction details for the sediment forebay and stone check dam.
· Please provide details for the proposed grassed lined swales and riprap swales.
Please do not hesitate to contact me with any questions.
Sincerely,
David C. McKay, P.E.