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Home My WebLink AboutSD-21-19 - Supplemental - 0600 Spear Street (10)478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture Page 1 of 1 May 14, 2021 Paul Conner, AICP Director of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 RE: Wastewater Allocation Request – 600 Spear Street Dear Paul: This letter accompanies a wastewater allocation request submitted by Eastern Development Corporation for a new connection to the municipality for a project located at 600 Spear Street to accommodate a propose residential planned unit development. The property is currently developed with a residential duplex serviced by municipal water and on-site wastewater. The existing residential duplex consists of a 1- bedroom and 5-bedroom unit which will remain. There is an 8,000 sf commercial building on the property is connected to the existing on-site wastewater system and the municipal water system. This project proposes a total of 32 new residential 1-bedroom units and a 5,000 sf commercial space with 10 employees.The remaining 3,000 sf commercial space will be for use by the tenants off the residential complex. The project will consist of a total of 34 residential units ((33) 1-bedroom and (1) 5-bedroom). This allocation request includes a new connection to the municipality for the existing residential duplex and the commercial space.The total daily flow requested is 4,980 GPD. Should you need additional information, please let me know. Very truly yours, TRUDELL CONSULTING ENGINEERS (TCE) Amanda Raab Engineer II cc. 600 Spear FJT, LLC 600 Spear EBT, LLC Encl. Application for Wastewater Allocation C3-01 Utility Plan Overview 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 #___-____ Eastern Development Corporation Frank VonTurkovich 1 National Life Drive - M230 Montpelier, VT 05604 802-299-3431 Eastern Development Corporation 1 National Life Drive - M230 Montpelier, VT 05604 600 Spear Street 600 Spear Street Abby Dery Trudell Consulting Engineers 478 Blair Park Road, Williston, VT 05495 802-879-6331 9020 DocuSign Envelope ID: 1C63D2BA-2E69-40C2-80ED-998ED7133163 *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 attached spreadsheet see attached spreadsheet 4,980 4,980 gpd pumped from pump station to municipal gravity sewer. projected pump flow rate 100 gpm (run time of 28 mins per day split between 4-5 doses / day) domestic strength wastewater standard parameters no usual characteristics projected DocuSign Envelope ID: 1C63D2BA-2E69-40C2-80ED-998ED7133163 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) DocuSign Envelope ID: 1C63D2BA-2E69-40C2-80ED-998ED7133163 600 Spear Street, South Burlington, VT Eastern Development Corporation Water and Wastewater Design Flows January 18, 2021 Existing Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes Existing Home Bedrooms 5 150 750 Existing Home Apt.Bedrooms 1 150 150 Commercial Buildling 7,000 sf water/sewer utilties exist, design flow unknown Total Flow (GPD)900 On-Site Wastewater Proposed Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes 1-Bed Residential Units Per Unit 33 140 4,620 4-plexes and 1-bed in existing home Existing Residentail Unit Per Unit 1 210 210 5-bed in existing home Commercial Buildling 5,000 sf Employees 10 15 150 general warehouse Commercial Building 2,000 sf N/A 0 0 0 for use by residentail tenants (no outside users) Total Flow (GPD)4,980 Municipal Wastewater Net Increase - Allocation Request Existing Flow 0 No Existing Municipal Flow Proposed Flow 4,980 Project Total Net Increase 4,980 GPD Increase Existing Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes Existing Home Bedrooms 5 150 750 Existing Home Apt.Bedrooms 1 150 150 Commercial Buildling 7,000 sf water/sewer utilties exist, design flow unknown Total Flow (GPD)900 Municipal Water Proposed Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes 1-Bed Residential Units Per Unit 33 140 4,620 4-plexes and 1-bed in existing home Existing Residentail Unit Per Unit 1 210 210 5-bed in existing home Commercial Buildling 5,000 sf Employees 10 15 150 general warehouse Commercial Building 2,000 sf N/A 0 0 0 for use by residentail tenants (no outside users) Total Flow (GPD)4,980 Net Increase - Allocation Request Existing Flow 900 Existing Municpal Flow Proposed Flow 4,980 Project Total Net Increase 4,080 GPD Increase Wastewater Water M M M OHOHG G UG UG UGOHOHOH OHOHOHWWWWWWWWWW W W W 2" UT UT UT 401/36 37 38 WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN i = 293.59 12" CMP i = 293.58 291 297 290 289288 288 289 290 291 28 7292293294 295296297298299300301297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 294 29629529429929829 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 2 8 9288 2892902912872892 9 0 291292293294 294 292 293 294 295 29 8 29629 5 298 297 299 2 9 9 299 301300 301298297296295 WWWWW W W W W WWWWWWWWWWWWWWWWWWD D D D DDD D DDDDDDDDDD DW DDWDDDD D D D D D SSSSS S S S S S S SSSFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM S S SS S SSPROPOSED MAINTENANCE EASEMENT 4" SDR 21 FORCE MAIN PUMP STATION VALVE PIT RBUILDING 1 BUILDING 4 BUILDING 6 BUILDING 2 BUILDING 7 BUILDING 3 BUILDING 5 BUILDING 8 296 296 296 296296 298 298 2 9 8 298 298298298 299 299299299 299 299299 299 299 298 298 298 298 298 298 297 297 297 297296296296299299299 299 299 299 299299299 299299 299 299 299 299296297300 300300 300 300 298 298 295297297 296296297298298298291292293295295295295294294294294 293293293292292 297 297 297 297 297297 30030 0 300300300300 3013013013 0 1 298299297 298 295 295 294 300 30 0 299 299 29 8 29 8 2 9 9 29 8 299STORMWATER DIVERSION SETTLING POND STORMWATER DIVERSION STORM MANHOLE 18" STORMWATER DIVERSION PIPE FIRE HYDRANT, TYP. BIORETENTION POND, TYP. PEASTONE FILTER STRIP, TYP. STORM DRAINAGE MANHOLE, TYP. FILTERA STORMWATER TREATMENT UNIT, TYP. BEEHIVE GRATE OVERFLOW WATER QUALITY BASIN INLET, TYP. CATCH BASIN - ALL OTHER GRATES SHOWN ARE WATER QUALITY INLETS SEWER MANHOLE, TYP. UNDERGROUND STORMWATER MANAGEMENT SYSTEM TREATED STORMWATER DISCHARGE PIPE STORMWATER DIVERSION DISCHARGE PIPE WATER SERVICE WITH CURB STOP, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP. FORCEMAIN SENDING/ RECEIVING PIT - DIRECTIONAL DRILL UNDER WETLAND SLEEVE PIPE, TYP. SLEEVE PIPE, TYP. M M MOH UGOHOH OHWWWWW ØØØØØØØØØØØØ2" UT SSSSINTERSTATE 89 S401/36 37 38 INTERSTATE 89 N ASSUMED LOCATION EXISTING SEPTIC AREA ASSUMED LOCATION OF WATER SERVICE EXISTING WATER SERVICE EXISTING SEPTIC TANK REFERENCE EC-4-0700 ASSUMED LOCATION OF WATER SERVICE WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN EXISTING SMH ROUND RIM = ±303.0 iIN/OUT = ±291.5 EXISTING SMH SQUARE RIM = ±303.2 iIN/OUT = ±293.228828929 0 291292293294292293295296 297294294 2912922932 8 8289290291292293 293 293 29730030230329829930230230130130430130230330330329829930030429729 8 2 9 9 300 2972982993003003043053023013063013023033033053043003023 0 1 30430 5 306 303300302301304305306 303303304 300 302 301 303 299 304305306301302303305304295296297298299 30 0 295296 297298299 2 9 8 29 9 30 0 298 299 300 295296294297295296294300299298297291292293294295296297290300298299WWW W WWWWWWWWWD DD DDDD D SS S S SFM FM FM FM FM FM FM FM FM FM FM S S4" 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 TO THE PROPOSED MANHOLE, OPEN TRENCH CUT. PROPOSED SEWER MANHOLE RIM = ±302.25 iIN = ±290.5 iOUT = ±290.4 12" PIPE PUMP STATION VALVE PIT STORMWATER DIVERSION SETTLING POND STORMWATER DIVERSION STORM MANHOLE 18" STORMWATER DIVERSION PIPE FIRE HYDRANT, TYP. BIORETENTION POND, TYP. PEASTONE FILTER STRIP, TYP. STORM DRAINAGE MANHOLE, TYP. FILTERA STORMWATER TREATMENT UNIT, TYP. BEEHIVE GRATE OVERFLOW WATER QUALITY BASIN INLET, TYP. CATCH BASIN - ALL OTHER GRATES SHOWN ARE WATER QUALITY INLETS SEWER MANHOLE, TYP. UNDERGROUND STORMWATER MANAGEMENT SYSTEM TREATED STORMWATER DISCHARGE PIPE STORMWATER DIVERSION DISCHARGE PIPE WATER SERVICE WITH CURB STOP, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP. FORCEMAIN SENDING/ RECEIVING PIT - DIRECTIONAL DRILL UNDER WETLAND SLEEVE PIPE, TYP. SLEEVE PIPE, TYP. 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 ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 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 So. Burlington, Vermont SEWER CONNECTION PLAN 1" = 80'-0"A B UTILITY PLAN 1" = 40'-0" 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture Page 1 of 1 May 14, 2021 John Tymecki South Burlington Water Department 403 Queen City Park Road South Burlington, VT 05403 RE: Water Allocation Request – 600 Spear Street Dear John: This letter accompanies a water allocation request submitted by Eastern Development Corporation for a new connection to the municipality for a project located at 600 Spear Street to accommodate a propose residential planned unit development. The property is currently developed with a residential duplex serviced by municipal water and on-site wastewater. The existing residential duplex consists of a 1-bedroom and 5- bedroom unit which will remain. There is a 8,000 sf commercial building on the property is connected to the existing on-site wastewater system and the municipal water system. This project proposes a total of 32 new residential 1-bedroom units and a 5,000 sf commercial space with 10 employees.The remaining 3,000 sf commercial space will be for use by the tenants off the residential complex. The project will consist of a total of 34 residential units ((33) 1-bedroom and (1) 5-bedroom). The existing municipal water connection to the duplex will remain unchanged. A new municipal connection to the commercial space is proposed from the new water main.The total daily flow requested is 4,080 GPD. Should you need additional information, please let me know. Very truly yours, TRUDELL CONSULTING ENGINEERS (TCE) Amanda Raab Engineer II cc. 600 Spear FJT, LLC 600 Spear EBT, LLC Encl. Application for Wastewater Allocation C3-01 Utility Plan Overview APPLICATION FOR WATER ALLOCATION Page 1 * Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: Contact Person: Mailing Address: Telephone & Fax for Contact: Property Owner Name (if not applicant): Property Owner Mailing Address: * Physical location of project: ________________________________________________ ______________________________ * Signature of Applicant * Project Information If the project is a single-family home, please check one: ____ New ____ Existing (For existing homes, no Application is required if revised demand is less than 1,000 gpd.) If not single-family home, project name: ___________________________________ * Application or Permit Numbers: (from Department of Planning & Zoning) # ____-____-____ # ____-____-____ # ____-____-____ Engineer’s Information for flows over 1,000 gpd Name of Engineer:________________________ Firm: ________________________ Mailing Address: ________________________ Phone & Fax: ________________________ PE License #: ________________________ * Flow Calculations (You may substitute an engineer’s calculation or letter containing the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: _____ Number of additional bedrooms requested: _____ see attached spreadsheet 9020 807-879-6331 478 Blair Park Road, Williston, VT 05495 Trudell Consulting Engineers Abby Dery 600 Spear Street 600 Spear Street Same as Same as 802-299-3431 1 National Life Drive - M230, Montpelier, VT 05604 Frank VonTurcovich Eastern Development Corporation DocuSign Envelope ID: 1C63D2BA-2E69-40C2-80ED-998ED7133163 APPLICATION FOR WATER ALLOCATION Page 2 For other residential projects, list number of bedrooms and units requested: Number of bedrooms x Number of units x Gallons per day per unit = Total flows 1 150 2 300 3 450 4 600 5 750 6+ (specify) TOTAL For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant / Business Type of use Number of seats, SF, etc. x Flow per unit Other Adjustments Total flow TOTAL * Total development water flow requested: _____________ gallons per day Please do not write below this line Approved by Water Department _______________________________ _________________________ Superintendent of Water Date Preliminary Allocation approved: _______________________ Date Final Allocation approved: _______________________ Date Final Allocation Expires: ________________ with permit #____-____-____ (Date) For Extensions of Final Allocation Only EXTENSION GRANTED _____________________ to ____________________ (Date) (Date of Expiration) G:Word:SBForms:WaterallocationForm 4080 see attached spreadsheet see attached spreadsheet DocuSign Envelope ID: 1C63D2BA-2E69-40C2-80ED-998ED7133163 600 Spear Street, South Burlington, VT Eastern Development Corporation Water and Wastewater Design Flows January 18, 2021 Existing Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes Existing Home Bedrooms 5 150 750 Existing Home Apt.Bedrooms 1 150 150 Commercial Buildling 7,000 sf water/sewer utilties exist, design flow unknown Total Flow (GPD)900 On-Site Wastewater Proposed Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes 1-Bed Residential Units Per Unit 33 140 4,620 4-plexes and 1-bed in existing home Existing Residentail Unit Per Unit 1 210 210 5-bed in existing home Commercial Buildling 5,000 sf Employees 10 15 150 general warehouse Commercial Building 2,000 sf N/A 0 0 0 for use by residentail tenants (no outside users) Total Flow (GPD)4,980 Municipal Wastewater Net Increase - Allocation Request Existing Flow 0 No Existing Municipal Flow Proposed Flow 4,980 Project Total Net Increase 4,980 GPD Increase Existing Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes Existing Home Bedrooms 5 150 750 Existing Home Apt.Bedrooms 1 150 150 Commercial Buildling 7,000 sf water/sewer utilties exist, design flow unknown Total Flow (GPD)900 Municipal Water Proposed Source Units Quantity Flow Per Unit (GPD)Design Flow (GPD) Notes 1-Bed Residential Units Per Unit 33 140 4,620 4-plexes and 1-bed in existing home Existing Residentail Unit Per Unit 1 210 210 5-bed in existing home Commercial Buildling 5,000 sf Employees 10 15 150 general warehouse Commercial Building 2,000 sf N/A 0 0 0 for use by residentail tenants (no outside users) Total Flow (GPD)4,980 Net Increase - Allocation Request Existing Flow 900 Existing Municpal Flow Proposed Flow 4,980 Project Total Net Increase 4,080 GPD Increase Wastewater Water M M M OHOHG G UG UG UGOHOHOH OHOHOHWWWWWWWWWW W W W 2" UT UT UT 401/36 37 38 WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN i = 293.59 12" CMP i = 293.58 291 297 290 289288 288 289 290 291 28 7292293294 295296297298299300301297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 294 29629529429929829 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 2 8 9288 2892902912872892 9 0 291292293294 294 292 293 294 295 29 8 29629 5 298 297 299 2 9 9 299 301300 301298297296295 WWWWW W W W W WWWWWWWWWWWWWWWWWWD D D D DDD D DDDDDDDDDD DW DDWDDDD D D D D D SSSSS S S S S S S SSSFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM S S SS S SSPROPOSED MAINTENANCE EASEMENT 4" SDR 21 FORCE MAIN PUMP STATION VALVE PIT RBUILDING 1 BUILDING 4 BUILDING 6 BUILDING 2 BUILDING 7 BUILDING 3 BUILDING 5 BUILDING 8 296 296 296 296296 298 298 2 9 8 298 298298298 299 299299299 299 299299 299 299 298 298 298 298 298 298 297 297 297 297296296296299299299 299 299 299 299299299 299299 299 299 299 299296297300 300300 300 300 298 298 295297297 296296297298298298291292293295295295295294294294294 293293293292292 297 297 297 297 297297 30030 0 300300300300 3013013013 0 1 298299297 298 295 295 294 300 30 0 299 299 29 8 29 8 2 9 9 29 8 299STORMWATER DIVERSION SETTLING POND STORMWATER DIVERSION STORM MANHOLE 18" STORMWATER DIVERSION PIPE FIRE HYDRANT, TYP. BIORETENTION POND, TYP. PEASTONE FILTER STRIP, TYP. STORM DRAINAGE MANHOLE, TYP. FILTERA STORMWATER TREATMENT UNIT, TYP. BEEHIVE GRATE OVERFLOW WATER QUALITY BASIN INLET, TYP. CATCH BASIN - ALL OTHER GRATES SHOWN ARE WATER QUALITY INLETS SEWER MANHOLE, TYP. UNDERGROUND STORMWATER MANAGEMENT SYSTEM TREATED STORMWATER DISCHARGE PIPE STORMWATER DIVERSION DISCHARGE PIPE WATER SERVICE WITH CURB STOP, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP. FORCEMAIN SENDING/ RECEIVING PIT - DIRECTIONAL DRILL UNDER WETLAND SLEEVE PIPE, TYP. SLEEVE PIPE, TYP. M M MOH UGOHOH OHWWWWW ØØØØØØØØØØØØ2" UT SSSSINTERSTATE 89 S401/36 37 38 INTERSTATE 89 N ASSUMED LOCATION EXISTING SEPTIC AREA ASSUMED LOCATION OF WATER SERVICE EXISTING WATER SERVICE EXISTING SEPTIC TANK REFERENCE EC-4-0700 ASSUMED LOCATION OF WATER SERVICE WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN EXISTING SMH ROUND RIM = ±303.0 iIN/OUT = ±291.5 EXISTING SMH SQUARE RIM = ±303.2 iIN/OUT = ±293.228828929 0 291292293294292293295296 297294294 2912922932 8 8289290291292293 293 293 29730030230329829930230230130130430130230330330329829930030429729 8 2 9 9 300 2972982993003003043053023013063013023033033053043003023 0 1 30430 5 306 303300302301304305306 303303304 300 302 301 303 299 304305306301302303305304295296297298299 30 0 295296 297298299 2 9 8 29 9 30 0 298 299 300 295296294297295296294300299298297291292293294295296297290300298299WWW W WWWWWWWWWD DD DDDD D SS S S SFM FM FM FM FM FM FM FM FM FM FM S S4" 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 TO THE PROPOSED MANHOLE, OPEN TRENCH CUT. PROPOSED SEWER MANHOLE RIM = ±302.25 iIN = ±290.5 iOUT = ±290.4 12" PIPE PUMP STATION VALVE PIT STORMWATER DIVERSION SETTLING POND STORMWATER DIVERSION STORM MANHOLE 18" STORMWATER DIVERSION PIPE FIRE HYDRANT, TYP. BIORETENTION POND, TYP. PEASTONE FILTER STRIP, TYP. STORM DRAINAGE MANHOLE, TYP. FILTERA STORMWATER TREATMENT UNIT, TYP. BEEHIVE GRATE OVERFLOW WATER QUALITY BASIN INLET, TYP. CATCH BASIN - ALL OTHER GRATES SHOWN ARE WATER QUALITY INLETS SEWER MANHOLE, TYP. UNDERGROUND STORMWATER MANAGEMENT SYSTEM TREATED STORMWATER DISCHARGE PIPE STORMWATER DIVERSION DISCHARGE PIPE WATER SERVICE WITH CURB STOP, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP. FORCEMAIN SENDING/ RECEIVING PIT - DIRECTIONAL DRILL UNDER WETLAND SLEEVE PIPE, TYP. SLEEVE PIPE, TYP. 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 ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 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 So. Burlington, Vermont SEWER CONNECTION PLAN 1" = 80'-0"A B UTILITY PLAN 1" = 40'-0"