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Home My WebLink AboutSD-19-08 - Supplemental - 1680 Shelburne Road (54)1 Marla Keene From:Jeff Olesky <jeff@ccevt.com> Sent:Tuesday, March 5, 2019 7:39 AM To:Marla Keene Cc:Dave Wheeler Subject:RE: 1680 Shelburne Road SeaComm - application completeness Hi Marla, See our responses in red below…I’ve cc’d Dave on this email and will include both of you on any future correspondence regarding stormwater design. Any additional questions, please let us know. Jeffrey Olesky, P.E. Catamount Consulting Engineers, PLLC P.O. Box 65067, Burlington, VT 05406 Tel: (802) 598‐8081 Email: jeff@ccevt.com From: Marla Keene [mailto:mkeene@sburl.com] Sent: Monday, March 04, 2019 3:48 PM To: Jeff Olesky <jeff@ccevt.com> Subject: RE: 1680 Shelburne Road SeaComm ‐ application completeness Hi Jeff, I’ve send your application around for department review and the stormwater section has a few questions: 1. Where will the gutter downspouts discharge to? As shown in pages 19‐21 of the Local Submission Plans pdf, it appears they may tie into the footing drain, which is not directed to the pond. [CCE – We’re waiting on the finalized architectural plans, but the roof drains will be collected and directed to the infiltration basin. Most likely through down spouts and underground conveyance to the swale in the drive through median. We’ll update the plans and modeling accordingly.] 2. Was the stormwater basin approved for both parcels when Bartlett Brook Apartments was approved? In the Project Narrative for the apartments, it states “However, no specific design or development plans are being considered for this commercial lot at this time. Any development plans for this lot would be permitted separately in the future.” And it appears it was modeled in POI 1 as open field. [CCE – Correct, no development of this lot was permitted at the time of the BBA project. We simply sized the infiltration basin to account for a +/‐70% buildout of the 1 acre lot during the BBA design, so no resizing or impact would be most likely be required when this lot was developed. As such, an amendment application to the INDS is necessary as part of this project. This has been confirmed with Winn and Kevin at the State Stormwater Division. However, they will only be requiring worksheets for the practices used to treat the new development. In this case the infiltration basin. We will be providing modeling of the entire PUD (new project and BBA) to confirm the infiltration basin addresses all flows appropriately.] 3. Please send drainage calculations. [CCE – We’ll send these over to Dave by the end of the week. We just need to update the modeling to account for how the architectural team intends to discharge the roof drains.] 2 Feel free to coordinate with Dave directly if you feel a conversation may be better, but please do copy me on correspondence for recordkeeping purposes. Marla Keene, PE Development Review Planner City of South Burlington (802) 846‐4106 From: Jeff Olesky <jeff@ccevt.com> Sent: Friday, February 22, 2019 11:29 AM To: Marla Keene <mkeene@sburl.com> Cc: 'Joe Bullister' <Joe.Bullister@PWCampbell.com>; Jason Straley <Jason.Straley@PWCampbell.com>; Bob Bouchard <Bob.Bouchard@pizzagalli.com> Subject: RE: 1680 Shelburne Road SeaComm ‐ application completeness Thanks Marla, Here are our responses in the order you supplied below – 1. Please see attached revised plan sheet C001. We have included notes highlighting the three (3) trees to remain, in addition to the previously provided notes regarding the trees to be removed. 2. We’ll remove the sign callouts accordingly. 3. Please see attached revised plan sheet C301. We have added the parking space, aisle and lane dimensions for both the parking area and drive through lanes. Also refer to detail C402/8 for typical standard and handicap parking space dimensions. At the applicant’s request, the parking spaces have been slightly upsized (10’x20’ vs. 9’x18’ req.) to accommodate some of today’s larger vehicles. 4. Let us know. It may be worth pointing out to the stormwater department that the existing State Discharge permit will be getting amended in conjunction with this project. Have a nice weekend and let us know if there’s anything else you need in advance of our hearing. Sincerely, Jeffrey Olesky, P.E. Catamount Consulting Engineers, PLLC P.O. Box 65067, Burlington, VT 05406 Tel: (802) 598‐8081 Email: jeff@ccevt.com From: Marla Keene [mailto:mkeene@sburl.com] Sent: Friday, February 22, 2019 10:52 AM To: Jeff Olesky <jeff@ccevt.com> Subject: 1680 Shelburne Road SeaComm ‐ application completeness I’ve reviewed the application package you dropped off on Feb 15 for completeness and find it complete. Please plan on an April 2 hearing. I am requesting the following supplemental information prior to March 22 to facilitate a clean set of Staff comments and subsequent hearing. 1. Please identify vegetation to remain on the plan. 2. Not needed for March 22, but a condition of approval will be that you remove all signs, sign locations and sign support structures from all plans and elevations. 3 3. Please confirm parking and drive aisle dimensions. 4. I have asked the Stormwater Section if they will want to see the stormwater design computations, given that it was previously approved. I will let you know. Let me know if you have any questions, and thank you very much for the complete and easy to follow application package. Marla Keene, PE Development Review Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846‐4106 www.southburlingtonvt.gov Notice - Under Vermont’s Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation.