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Home My WebLink AboutSP-22-006 - Supplemental - 1459 Shelburne Road (17) State of Vermont Agency of Transportation Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section 219 North Main Street [phone] 802-636-0037 Barre, VT 05641 [ttd] 800-253-0191 vtrans.vermont.gov February 17, 2022 Greg Dixson, P.E. Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 Via email: greg.dixson@krebsandlansing.com Subject: The Homestead School, 1459 Shelburne Rd., South Burlington VT Dear Greg, This jurisdictional opinion is written in response to your emails and phone call of February 16, 2022, regarding Site Plan Review in accordance with 24 V.S.A. Section 4416 and the applicability of 19 V.S.A. Section 1111 jurisdiction over the proposed Infant Care Facility at the Homestead School. This analysis is based on your jurisdictional opinion request submittals and files in our office. For the reasons set forth below, it is determined that a Section 1111 permit is required for the proposed Infant Care Facility: • Work is proposed in the state highway right-of-way. • Permit #44051 to upgrade the full-service access at 1475 Shelburne Road was issued 8/21/2020 and accepted by D5 9/03/2021. This Jurisdictional Opinion takes the place of a Letter of Intent (LOI) for the purpose of 24 V.S.A. § 4416. The Agency approves the concept as shown on the attached plan “Proposed Infant Care Facility Site Plan” by Krebs & Lansing Consulting Engineers, dated 02/04/22, last revised 02/15/22. The 19 V.S.A. § 1111 permit application should include the following revisions (additional revisions may be required): • The entrance lane should be 18 feet wide for at least the first 30 feet from the white fog line. • Add gate-posted “do not enter” signs at the north end of the parking area and white arrow “one-way” pavement markings along the one-way aisle. • Add details showing curb and sidewalk construction referencing the appropriate VTrans standards. • The proposed water service valve should be outside of the highway right of way. If you have any further questions about this matter, please call me at (802) 498-8946. Sincerely, Ed Pierce Permit Coordinator Permitting Services Reviewed by: ___________________Date: _______ Craig S. Keller, P.E., Chief of Permitting Services cc: City of South Burlington District Transportation Office #5 DocuSign Envelope ID: 01737EC9-1C53-41DD-B293-0BDD19E86716 2/17/2022 THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-1.00 PROPOSED INFANT CARE FACILITY SITE PLAN ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2)FRONT YARD BUILDING SETBACK: 30'BACK YARD BUILDING SETBACK: 30'SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORMLINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATERLINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN PROPOSED GRADE CONTOUR LINES (5 FOOT INTERVALS) PROPOSED GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSEDUNDERGROUND POWER PROPOSED WATER LINE/HYDRANT/VALVE/SHUTOFF STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10' 20'40'60' STAMP: APPROXIMATE EASEMENTS PROPOSED FORCE MAIN PROPOSED UNDERGROUNDCOMMUNICATIONS EXISTING GAS LINE/VALVE APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 CALCULATIONS: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%) ·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%) ·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%) ·±12 PARKING SPOTS PROPOSED CONDITIONS: ·BUILDING COVERAGE: ±4,480 S.F. (0.10 ACRES) (14.5%) ·OVERALL IMPERVIOUS: ±14,300 S.F. (0.33 ACRES) (46.2%) ·FRONT YARD COVERAGE: ±500 S.F. (FRONT YARD AREA = 2,985 S.F.) (16.8%) ·15 PARKING SPOTS 1. ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATEDAPRIL 2018. ASPECTS FROM 1475 SHELBURNE ROADARE DERIVED FROM PERMIT PLANS AND HAVE NOTBEEN FIELD VERIFIED. 2. THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3. THE UTILITIES ARE NOT WARRANTED TO BECOMPLETE. CONTRACTOR SHALL CONTACT DIG SAFEBEFORE BEGINNING ANY EXCAVATION. 4. THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. PLAN NOTES: EXISTING WATER/WASTEWATER DESIGN FLOW: ·THERE IS NO EXISTING WW PERMIT FOR THE PROPERTY. PROPERTY HOUSES ANEXISTING BUSINESS DENSMORE MONUMENTS. BELOW ARE ASSUMED FLOWSBASED ON THE WW SUPPLY RULES. ·5 EMPLOYEES * 15 GPD PER EMPLOYEE = 75 GPD ·10 PATRONS PER DAY * 4 GPD PER PATRON = 40 GPD ·TOTAL = 115 GPD STATE OF VERMONT PROPOSED WASTEWATER/WATER DESIGN FLOWS: ·PROPOSED USE IS A CHILD CARE FACILITY WHICH DOES NOT SERVE MEALS ONSITE. TOTAL AMOUNT OF EMPLOYEES AND CHILDREN WHICH WILL USE THE PROPOSED FACILITY EQUALS 10 EMPLOYEES AND 32 CHILDREN ·42 EMPLOYEES & CHILDREN * 13 GPD PER PERSON WITHOUT MEALS = 546 GPD BASIS OF DESIGN FOR POTABLE WATER AND WASTEWATER DESIGN FLOW ALL VALUES CALCULATED BELOW WERE GENERATED USING VALUES PUBLISHED BY THE "INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION MANUAL, 10TH EDITION". VALUES ARE LISTED AS VEHICLE TRIP ENDS (VTE) BASED ON SPECIFIC USES INTHE MANUEL. MANUEL USE ANALYZED IS DAY CARE CENTER BASED ON STUDENTPOPULATION (MANUAL #565). BELOW IS THE EVALUATION. STUDENTS FOR TRAFFIC CALCULATIONS: ·TOTAL STUDENTS FOR THE PROPOSED FACILITY ON 1459 SHELBURNE ROAD ·TOTAL OF 32 STUDENTS ANALYSIS:TRAFFIC VALUES: ·WEEKDAY AVERAGE VTE = 32 STUDENTS * 4.09 VTE/PER STUDENT = 131 VTE ·WEEKDAY AM PEAK HOUR VTE = 32 STUDENTS * 0.79 VTE/PER STUDENT = 26 VTE ·WEEKDAY PM PEAK HOUR VTE = 32 STUDENTS * 0.81 VTE/PER STUDENT = 26 VTE IN BOTH EVALUATIONS THE EFFECT ON TRAFFIC TO THE PROPOSED CHANGE IN USE HAS REMAINED RELATIVELY THE SAME OR WITH A SLIGHT DECREASE. PROJECT TRAFFIC 1 DocuSign Envelope ID: 01737EC9-1C53-41DD-B293-0BDD19E86716 ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-0.00 EXISTING CONDITIONS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10' 20'40'60' STAMP: CALCULATIONS: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%) ·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%) ·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%) ·±12 PARKING SPOTS LOCATION MAP SCALE: 1" = 12 MILE 1. ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATEDAPRIL 2018. ASPECTS FROM 1475 SHELBURNE ROADARE DERIVED FROM PERMIT PLANS AND HAVE NOTBEEN FIELD VERIFIED. 2. THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3. THE UTILITIES ARE NOT WARRANTED TO BECOMPLETE. CONTRACTOR SHALL CONTACT DIG SAFEBEFORE BEGINNING ANY EXCAVATION. 4. THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) PLAN NOTES:LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2)FRONT YARD BUILDING SETBACK: 30'BACK YARD BUILDING SETBACK: 30'SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORMLINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN APPROXIMATE EASEMENTS EXISTING GAS LINE/VALVE SITE LAT: N44° 25' 53.8" LONG: W73° 12' 42.1" APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 1 DocuSign Envelope ID: 01737EC9-1C53-41DD-B293-0BDD19E86716 Certificate Of Completion Envelope Id: 01737EC91C5341DDB2930BDD19E86716 Status: Completed Subject: Please DocuSign: Homestead School JO 021722.pdf Source Envelope: Document Pages: 3 Signatures: 2 Envelope Originator: Certificate Pages: 2 Initials: 0 Ed Pierce AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-05:00) Eastern Time (US & Canada) One National Life Drive - Dewey Building Montpelier, VT 05620-2001 Ed.Pierce@vermont.gov IP Address: 24.147.122.123 Record Tracking Status: Original 2/17/2022 12:58:22 PM Holder: Ed Pierce Ed.Pierce@vermont.gov Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Storage Appliance Status: Connected Pool: AOT Agency of Transportation Location: DocuSign Signer Events Signature Timestamp Ed Pierce ed.pierce@vermont.gov SOV Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 24.147.122.123 Sent: 2/17/2022 12:59:37 PM Viewed: 2/17/2022 12:59:52 PM Signed: 2/17/2022 12:59:57 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Craig Keller Craig.Keller@vermont.gov Chief of Permitting Services SOV Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 64.222.115.198 Sent: 2/17/2022 1:00:01 PM Viewed: 2/17/2022 1:08:10 PM Signed: 2/17/2022 1:10:27 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 2/17/2022 12:59:37 PM Envelope Summary Events Status Timestamps Certified Delivered Security Checked 2/17/2022 1:08:10 PM Signing Complete Security Checked 2/17/2022 1:10:27 PM Completed Security Checked 2/17/2022 1:10:27 PM Payment Events Status Timestamps