Loading...
HomeMy WebLinkAboutSP-22-047 - Plans - Non-Record - 0650 Spear Street56' 103' 56' 53'55' 103' 363'SE Corner Laydown AreaN: 712707.61E: 1460011.83 NW Corner Laydown AreaN: 712808.69E: 1460005.50 SITE South Burlington, Vermont 21397\DWGS\steel laydown.dwg Site Plan C-1.0 UNIVERSITY of VERMONT Compost pad Steel Lay-down Area Install and maintain stabilized construction entrance 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant DepartmentSpear StreetInstall additional gravel shoulder as needed for large truck traffic. Area for temporary steel storage. Steel to be placed on stabilization fabric for areas off the composting pad Install and maintain silt fence around perimeter of storage area. Install barrier to protect hydrant Install and maintain silt fence Wetland Limit ~ 2002 50' Wetland Buffer Limit ~ 2002 56' 56'SITE South Burlington, Vermont 21397\DWGS\steel laydown.dwg Site Plan C-1.0 UNIVERSITY of VERMONT Compost pad Steel Lay-down Area Install and maintain stabilized construction entrance 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant DepartmentSpear StreetInstall additional gravel shoulder as needed for large truck traffic. Area for temporary steel storage. Steel to be placed on stabilization fabric for areas off the composting pad Install and maintain silt fence around perimeter of storage area. Install barrier to protect hydrant Install and maintain silt fence Remove north section of fence and gate post. Wetland Limit ~ 2002 50' Wetland Buffer Limit ~ 2002 SITE South Burlington, Vermont 21397\DWGS\steel laydown.dwg Site Restoration Plan C-1.1 UNIVERSITY of VERMONT Compost Pad Steel Lay-down Area Restore gravel driveway 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant DepartmentSpear StreetRemove expanded portion of gravel shoulder. Rototill compacted soil, amend topsoil soil as described above, seed and mulch. Area for temporary steel laydown and storage. After steel has been removed, dispose of stabilization fabric, rototill compacted soil, amend soil as described above, seed and mulch. Post-Construction Soil Depth and Quality Notes: Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. Soil quality: All areas subject to the Standard shall demonstrate the following: ■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. The topsoil layer shall have a minimum depth of 4 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application. ■The soil quality requirements shall be met by the following methods: o Option 2: Amend existing site topsoil or subsoil in place. ▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Amend soil to meet organic content requirements: ·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *Contractor to provide calculation and site sketch indicating areas used for calculations. ▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ▪Water or roll to compact soil in turf areas to 85% of maximum dry density. Smooth and reshape existing composting pad. After steel has been removed.Remove and dispose of silt fence after vegetation is fully established. Remove and dispose of silt fence after vegetation is fully established. Replace fence and gate 56' 103' 56' 53'55' 103' 363'SE Corner Laydown AreaN: 712707.61E: 1460011.83 NW Corner Laydown AreaN: 712808.69E: 1460005.50 SITE South Burlington, Vermont 21397\DWGS\steel laydown.dwg Site Restoration Plan C-1.1 UNIVERSITY of VERMONT Compost Pad Steel Lay-down Area Restore gravel driveway 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant DepartmentSpear StreetRemove expanded portion of gravel shoulder. Rototill compacted soil, amend topsoil soil as described above, seed and mulch. Area for temporary steel laydown and storage. After steel has been removed, dispose of stabilization fabric, rototill compacted soil, amend soil as described above, seed and mulch. Post-Construction Soil Depth and Quality Notes: Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. Soil quality: All areas subject to the Standard shall demonstrate the following: ■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. The topsoil layer shall have a minimum depth of 4 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application. ■The soil quality requirements shall be met by the following methods: o Option 2: Amend existing site topsoil or subsoil in place. ▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Amend soil to meet organic content requirements: ·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *Contractor to provide calculation and site sketch indicating areas used for calculations. ▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ▪Water or roll to compact soil in turf areas to 85% of maximum dry density. Smooth and reshape existing composting pad. After steel has been removed. Remove and dispose of silt fence after vegetation is fully established. Remove and dispose of silt fence after vegetation is fully established. South Burlington, Vermont 21397\DWGS\steel laydown.dwg Existing Conditions Site Plan March 2020 C-2.0 UNIVERSITY of VERMONT Steel Lay-down / Staging Area 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant Department SITESpear Street 56' 53'55' 103' 363'SE Corner Laydown AreaN: 712707.61E: 1460011.83 NW Corner Laydown AreaN: 712808.69E: 1460005.50 South Burlington, Vermont 21397\DWGS\steel laydown.dwg Existing Conditions Site Plan March 2020 C-2.0 UNIVERSITY of VERMONT Steel Lay-down / Staging Area 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant Department SITESpear Street Erosion Prevention &Sediment ControlDetailsSouth Burlington, VermontC-3.0UNIVERSITY of VERMONTCompost PadSteel Lay-down Area164 Main Street, Suite 201P: (802) 878-0375Colchester, Vermont 05446www.krebsandlansing.comCIVIL ENGINEERUniversity of Vermont284 EAST AVENUEBURLINGTON, VERMONT 05405Project Manager: Scott GoodwinPhysical Plant DepartmentErosion Prevention and Sediment Control Notes 189 189 189 189 189 189 89 89 116 89 Joy DrMeadow Rd Crescent R d Prospect PkwyFai r mount StHolt St S P r ospectSt Joy DrSouth StProctor Ave RICE MEMORIALHIGH SCHOOL UVMBIO-RESEARCHCOMPLEX GEORGE D.AIKEN FORESTRYCOMPLEX OakwoodDrA spen D r Woo dsideDrSherry LnSpear StPAUL MILLER RESEARCHCOMPLEX (UVM) Aspen DrCoralLnSpear St SOUTHBURLINGTON FIRE STATION#1 SongbirdRd Hummingbir dLnObrienDrSu nset A v eBirch StSlocumStHopkinsStSan Remo Dr L il a c L nDorset StAwa s i wi T r a il Twin Oak s T e r Deane St Grandv i ew Dr NTwinOaksTerKen n e d y D r SOUTHBURLINGTONMUNICIPAL COMPLEX SOUTHBURLINGTONMIDDLE HIGH SCHOOL South Burlington S o ng bird R d Prouty P k w y ForestPark650 Spear Street VCGI, Esri Community Maps Contributors, Chittenden County RPC, VCGI, © OpenStreetMap, Microsoft, Esri Canada, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc., METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA VT Parcels VCGI Color Imagery Service Red: Band_1 Green: Band_2 Blue: Band_3 2/15/2022, 12:09:23 PM 0 0.15 0.30.07 mi 0 0.25 0.50.13 km 1:9,028 Web AppBuilder for ArcGISEsri Community Maps Contributors, Chittenden County RPC, VCGI, © OpenStreetMap, Microsoft, Esri Canada, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc., METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA | VCGI | Esri Community Maps Contributors, Chittenden County RPC, VCGI, © 650 Spear Site Location for Steel StorageUniversity of Vermont