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Home My WebLink AboutSD-23-07 - Supplemental - 0600 Spear Street (39)CITY OF SOUTH BURLINGTON APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *APPLICANT INFORMATION Applicant: ______________________________________________ Contact Person: ________________________________________________ Mailing Address: _______________________________________________ _______________________________________________ Telephone & Fax for Contact Person: __________________________________ Property Owner Name (if not applicant): _______________________________ Property Owner Mailing Address: ____________________________________ ____________________________________ *Physical Location of Project: ________________________________ __________________ ______________________ *Signature of Applicant *Signature of Property Owner (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: ____New ____Existing If not a single-family home, project name: __________________________ *Application or Permit Numbers: (from Planning & Zoning office) #____-____-____ #____-____-____ #____-____-____ Engineer’s Information for flows over 1,000 gpd Name of Engineer: ____________________________________________ Firm: _____________________________________________________ Mailing Address: _____________________________________________ Phone & Fax: ________________________________________________ PE License #: ________________________________________________ FOR INTERNAL USE ONLY WWA Permit #___-____ 600 Spear FJT, LLC & 600 Spear EBT, LLC Frank Von Turkovich One National Life Drive Montpelier, VT 05604 802-578-2536 Same as Applicant Same as Applicant 600 Spear Street 600 Spear Street SD 21 19 Abigail Dery, P.E. Trudell Consulting Engineers 478 Blair Park Road Williston, VT 05495 802-879-6331, fax 802-879-0060 9020 *Flow Calculations (You may substitute an engineer’s calculation or letter for the information requested below) For residential projects,list number of bedrooms and units requested: Number of Bedrooms Number of Units X Gallons per day per unit = Total Flows 1 140 2 or more 210 TOTAL Notes: ___________________________________________________ ________________________________________________________ For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adjustments Flow TOTAL *Total development wastewater flow requested: ________gallons per day Flow characteristics (for commercial and industrial projects) Volume: ____________________________________________________________ __________________________________________________ Flow rate: ____________________________________________________________ __________________________________________________ Strength: ____________________________________________________________ __________________________________________________ See Design Flow Summary See Design Flow Summary 5488 Please do not write below this line Application & Recording Fee received: _____________ ________ Name Date Receiving Plant: ______Airport Pkwy _____Bartlett Bay City Center District: ____Yes _____No Approved by Water Pollution Control Department (Commercial and Industrial Projects) ______________________ _____________ Director of Water Pollution Control Date Preliminary allocation issued:(payment of fee is not required) _______________________ _____________ Director of Planning and Zoning Date Final allocation issued:(payment of fee is required, either in full or pro-rated for projects with multiple zoning permits involved) _______________________ _____________ Director of Planning and Zoning Date Final allocation expires _________________with permit #____-____-____ (Date) Zoning permit issued___________________with permit#____-____-____ (Date) Associated WW connection permit (if applicable) #____-____-____ For extensions of Final Allocation Only EXTENSION GRANTED ____________to______________ (Date) (Date of Expiration) 50% EXTENSION FEE PAID _________ $___________ (Date) (Amount) March 27, 2023 Tom DiPietro Director of Public Works 180 Market Street South Burlington, VT 05403 Via email:tdipietro@southburlingtonvt.gov RE: Wastewater Allocation Request – 600 Spear Street Dear Tom: TCE, Inc is submitting the enclosed wastewater allocation application on behalf of the owner and applicant, 600 Spear FJT, LLC & 600 Spear EBT, LLC for a new municipal wastewater connection to serve a proposed residential planned unit development at 600 Spear Street. The property is currently developed with a residential duplex served by municipal water and on-site wastewater. The existing residential duplex consists of a 5- bedroom home and 1-bedroom apartment which will remain. There is a +/- 7,000 sf metal building on the property which is connected to the existing on-site wastewater system and the municipal water system. This project proposes a total of 32 new residential 2-bedroom units and up to 10 employees within the existing metal structure. A new gravity sewer system is proposed to collect and convey wastewater from the project to a new private pump station on site. The pump station is proposed to convey wastewater through a new forcemain under the interstate to a new gravity sewer connection to the existing sewer main in Oakwood Drive.A flow summary and overview plan are included with this application for reference. The total wastewater daily flow requested is 7,728 GPD. Should you need additional information, please let me know. Very truly yours, TRUDELL CONSULTING ENGINEERS (TCE) Colen Johnson, P.E. Engineer V cc. 600 Spear FJT, LLC 600 Spear EBT, LLC Encl. Application for Wastewater Allocation C3-01 Utility Plan Overview 600 Spear Street, South Burlington, VT 600 Spear FJT, LLC & 600 Spear EBT, LLCWater and Wastewater Design Flows March 27, 2023 Wastewater Demands Based on Vermont Wastewater System and Potable Water Supply RulesExistingSourceUnitsQuantityFlow Per Unit (GPD)Design Flow (GPD) NotesExisting Home Bedrooms 5 140 700Existing Home Apt.Bedrooms 1 140 140Metal Buildling 7,000 sf water/sewer utilties exist, design flow unknown Total Flow (GPD)840On-Site Wastewater ProposedSource Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes2-Bed Residential Unit Per Unit 32 210 6,720Four 2-bedroom units in each new building (8*4) = 32 new two bedroom units 1-Bed Residential Apt. Unit Per Unit 1 140 1401-bed Apt. in existing home Existing Residential Unit Per Unit 1 210 2105-bed in existing home Metal Buildling 7,000 sf Employees 10 15 150 Infiltration 4" Sewer Services LF 546 124546 feet of 4" Gravity Sewer 8" Sewer Mains LF 844 384844 feet of 8" Gravity Sewer Total Flow (GPD)7,728Municipal Wastewater Net Increase - Allocation Request Existing Flow 0No Existing Municipal Flow Proposed Flow 7,728Project Total Wastewater Net Increase 7,728GPD Increase Water Demands Based on Vermont Water Supply Rule Table A2-1ExistingSourceUnitsQuantity Flow Per Unit (GPD)Design Flow (GPD) NotesExisting Home Bedrooms 5 150 750 Existing Home Apt.Bedrooms 1 150 150 Metal Buildling 7,000 sf water/sewer utilties exist, design flow unknown Less 10% (low flow)-90 Total Flow (GPD)810Municipal Water Proposed Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes 2-Bed Residential Units Per Unit 32 300 9,600Four 2-bedroom units in each new building (8*4) = 32 new two bedroom units 1-Bed Residential Apt. Unit Per Unit 1 150 1501-bed Apt. in existing home Existing Residential Home Per Bedroom 5 150 7505-bed in existing home Metal Building 7,000 sf Employees 10 15 150 Less 10% (low flow)-1,065 Total Flow (GPD)9,585Net Increase - Allocation Request Existing Flow 810Existing Municipal Flow Proposed Flow 9,585Project Total Water Net Increase 8,775GPD Increase Wastewater Water DDDDDDDM M M OHOHG G UG UG UGOHOHOH OHOHOHWWWWWWWWWWW W W ØØW ØØØØØØØØØØØØØUT UT UT 401/36 37 38 WATER MANHOLE-RIM=298.8 TOP 24" D.I. WATERLINE= 293.8 i(OUT TO WEST) 4" PVC=290.9 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING 24" D.I. WATER MAIN 12" CMP i = 293.59 i = 293.58 291 297 290 289288 288 289 290 291 28 7292293294 295296297298299300297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 294 2962952942992 9 8 29 7 29 6 2 9 6 29 7 29 8 299 299295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295294 296295 294293292 28 8 28 9288 2892902912872892 9 0 291292293294 294 292 293 294 295 29 8 29629 5 298 297 299 2 9 9 299 301300 301298297296295WWW WWWWWW12" AC WATER MAIN APPROX. LOCATION PER CWD CB-RIM=295.8 i(S)15" HDPE= 291.4 i(N)15"HDPE=290.9 SUMP=290.05 CB-RIM=292.9 i(S)15" HDPE= 288.7 i(N)15"HDPE=288.15 SUMP=287.2 D D W W W W W W W W W W W W W W W W W W W W W W WSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG UG UG UG UG UG UG UG UGUGUGUGUGUG UG UG UG G G GGGGG G G G G G UG DDDDDDDD D D D D D D D D D D W G G GS WDDDD D S S S 300300 295 300 295 295 295 295 290 4" SDR 21 FORCE MAIN PROPOSED VALVE PIT SEWER MANHOLE, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP.WWWWWWWSSSS S S SSSSS 3 0 0 4" GATE VALVE AND 4" FLUSHING HYDRANT REDUCE FROM 8" TO 4" ON EAST SIDE OF CROSS FITTING. PROPOSED FIRE PROTECTION HYDRANT 8"X8"X4" TEE WITH 8", 8", & 4" GATE VALVES PROPOSED PUMP STATION 4" GATE VALVE AND 4" FLUSHING HYDRANT 8" C900 DR18 WATER MAIN 8" WET TAP CONNECTION AND TAPPING VALVE ON EXISTING 12" MAIN EXISTING FIRE PROTECTION HYDRANT TO BE REPLACEDDDDDOHUGOHOHOHWWWWWW ØØØØØØØUT INTERSTATE 89 S401/36 37 38 INTERSTATE 89 NWWWWOHOH OH OH OH GS 07°06'11" E495.07'SSSSDSSFM FM FM FM FM FM FM FM FM FM FM UG UG UG UG UGUGUG G GGG G G S 4" SDR 21 FORCE MAIN DIRECTIONAL DRILL SENDING PIT, OPEN EXCAVATION FROM THE PUMP STATION TO THIS POINT. DIRECTIONAL DRILL UNDER INTERSTATE 89 TO THE LOCATION SHOWN ON THE PLANS NAMED RECEIVING PIT. DIRECTIONAL DRILL RECEIVING PIT. FROM THIS POINT TO THE PROPOSED MANHOLE, OPEN TRENCH CUT. PROPOSED VALVE PIT SEWER MANHOLE, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP.SS SSPROPOSED SEWER MANHOLE SMH1A RIM = 302.6 3" FM iIN (W) = 297.5 6" iOUT (N) = 295.5 EXISTING SEWER MANHOLE RIM = 303.0 8" iIN (NE) = 292.3 18" iIN (NE) = 291.5 8" iIN (NW) = 292.35 NEW 6" iIN (W) = 293.0 18" iOUT (S) = 291.45 PROPOSED SEWER MANHOLE SMH1B RIM = 303.0 6" iIN (S) = 293.6 6" iOUT (E) = 293.5 FORCEMAIN MAN HOLE PROPOSED PUMP STATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y PRELIMINARY Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL SPAN: 600-188-11469 PARCEL: 1640-00600 Utility Plan Overview C3-01 5/14/2021 As Shown 19-268 ALR AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont SEWER CONNECTION PLAN 1" = 80'-0"A B UTILITY OVERVIEW 1" = 40'-0" Revised Layout1 03/18/22 TCE Revisions for Allocation2 03/27/23 CMJ