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HomeMy WebLinkAbout22040_Metromont 2024 Annual Redevelopment Summary Report_20240131 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/S2K Charlotte/Metromont Concrete Facility/Redevelopment Report/2023/22040 - 2024 Annual Redevelopment Summary Report - Metromont Concrete.doc Via Email January 31, 2024 NCDEQ – Division of Waste Management Brownfields Redevelopment Section Mail Service Center 1646 Raleigh, North Carolina 27699-1646 Attn: Mr. Bill Schmithorst Re: Annual Redevelopment Summary Report Metromont Concrete Facility 3927, 4101, and 4109 Greensboro Street and 200 E. Sugar Creek Road Charlotte, North Carolina Brownfields Project No. 22040-18-060 H&H Job No. S2K-001 Dear Bill: On behalf of S2K Charlotte QOZB LLC and S2K/Miller Charlotte LLC, Hart & Hickman, PC (H&H) has prepared this Annual Redevelopment Summary Report for the Metromont Concrete Facility Brownfields property (Brownfields Project No. 22040-18-060) located at 3927, 4101, and 4109 Greensboro Street and 200 E. Sugar Creek Road in Charlotte, Mecklenburg County, North Carolina (Site). The Site consists of two parcels (Mecklenburg County Parcel identification Nos. 09108106 and 19108126) that collectively total approximately 18.33 acres of land located approximately 2.5 miles northeast of Uptown Charlotte. A Site location map is included as Figure 1. The Site was historically developed with three primary manufacturing buildings ranging from approximately 4,900 square feet (sq ft) to 48,000 sq ft in size. Remaining portions of the Site consisted primarily of gravel-covered storage areas for equipment, materials, and pre-cast concrete molds and multiple smaller ancillary structures. The Site and surrounding area are shown in Figure 2. Mr. Bill Schmithorst January 31, 2024 Page 2 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/s2k charlotte/metromont concrete facility/redevelopment report/2023/22040 - 2024 annual redevelopment summary report - metromont concrete.doc Redevelopment of the Site will be completed in multiple phases. Phase I of the proposed redevelopment includes razing the existing Site buildings and removing building slabs and hardscapes. Due to the size of the existing structures, the area of land disturbance for removal of the buildings requires the installation of erosion control measures. Future phases of the proposed redevelopment include re-grading the Site for construction of multi-story mixed-use apartment buildings with commercial retail and amenity spaces, and associated vehicle access and parking areas. The Phase I redevelopment activities at the Site are being conducted in accordance with the North Carolina Department of Environmental Quality (DEQ) Brownfields approved Environmental Management Plan (EMP) dated July 25, 2022. A copy of the Phase I Erosion Control Site Plan prepared by ColeJenest & Stone is provided in Appendix A. Upon completion of Phase I redevelopment activities, Phase II of redevelopment activities will include construction of a multi-story mixed-use apartment building and an associated parking deck in the western portion of the Brownfields property. The Phase II redevelopment activities will be conducted in accordance with the DEQ Brownfields approved EMP dated August 3, 2023. A copy of the Phase II Architectural Site Plan prepared by BB&M Architecture is provided in Appendix B. The DEQ-approved EMPs indicate that a report of environment-related activities will be prepared for submittal to the DEQ Brownfields Program each year for as long as physical redevelopment of the Brownfields property continues. This report has been prepared pursuant to redevelopment reporting requirement outlined in the DEQ-approved EMPs. Redevelopment activities at the Site in 2023 generally included maintaining erosion control fencing and diversion ditches, the demolition of Site structures, the removal of building slabs and hardscapes, and maintaining a temporary stormwater control pond. Prior to building demolition, H&H understands the Site buildings were surveyed for potential asbestos containing materials (ACMs) and confirmed ACMs were removed and disposed off-Site at permitted facility by others. Mr. Bill Schmithorst January 31, 2024 Page 4 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/s2k charlotte/metromont concrete facility/redevelopment report/2023/22040 - 2024 annual redevelopment summary report - metromont concrete.doc Attachments: Figure 1 Site Location Map Figure 2 Site Map Appendix A Phase I Erosion Control Site Plan (prepared by ColeJenest & Stone) Appendix B Phase II Architectural Site Plan (prepared by BB&M Architecture) USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset, andNational Transportation Dataset; USGS Global Ecosystems; U.S. CensusBureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S.Department of State Humanitarian Information Unit; and NOAA NationalCenters for Environmental Information, U.S. Coastal Relief Model. Datarefreshed April, 2023. SITE LOCATION MAP METROMONT CONCRETE FACILITY 3927, 4101, AND 4109 GREENSBORO STREET AND 200 E. SUGAR CREEK ROAD CHARLOTTE, NORTH CAROLINA DATE: 1-15-24 JOB NO: S2K-001 REVISION NO: 0 FIGURE. 1 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology TITLE PROJECT 0 2,000 4,000 SCALE IN FEET Path: S:\AAA-Master Projects\S2K Charlotte\Metromont Concrete Facility\EMP\Figures\Figure-1.mxdN U.S.G.S. QUADRANGLE MAP CHARLOTTE EAST, NORTH CAROLINA 2022DERITA, NORTH CAROLINA 2022 QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC) SITE REVISION NO. 0 JOB NO. S2K-001 DATE: 1-15-24 FIGURE NO. 2 SITE MAP 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology GREENSBORO S T R E E T EAST SUGAR CREEK ROAD N. TR Y O N S T R E E T LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL LINE LITTLE SUGAR CREEK ABANDONED UST FORMER UST TRYON MALL CLEANER (451 E. SUGAR CREEK ROAD) BINGO TIRE & AUTO (4026 N. TRYON STREET) PALACE AUTO SALES (4104 N. TRYON STREET)ZOEWEE'S (4111 N. TRYON STREET) SUGAR CREEK TIRE & AUTO (126 E. SUGAR CREEK ROAD) EL NOA NOA (215 E. SUGAR CREEK ROAD) DINO'S (350 E. SUGAR CREEK ROAD) ESTRAMONTE CHIROPRACTIC (402 E. SUGAR CREEK ROAD) CONCRETE SUPPLY COMPANY (3940 GREENSBORO STREET) CONSOLIDATED PRESS (3900 GREENSBORO STREET) CONCRETE SUPPLY COMPANY (3823 RALEIGH STREET) FORMER TARMAC FACILITY (3934 RALEIGH STREET) FORMER ACID WASH OPERATIONS NOTES: 1. PARCEL DATA AND AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS, 2023. 2. UST = UNDERGROUND STORAGE TANK FORMER GASOLINE UST (TANK NO.2) FORMER HEATING OIL UST (TANK NO.3) FORMER DIESEL UST (TANK NO.1) ABANDONED HEATING OIL UST (TANK NO.4) RALEIGH S T R E E T CARS TO GO (3922 N. TRYON STREET) POPEYE'S (4050 N. TRYON STREET)S:\AAA-Master Projects\S2K Charlotte\Metromont Concrete Facility\EMP\Figures\S2K-001 Site Map 20220711.dwg, FIG 2 - SITE MAP, 1/15/2024 1:41:53 PM, shaynesMETROMONT CONCRETE FACILITY 3927, 4101, AND 4109 GREENSBORO STREET AND 200 E. SUGAR CREEK ROAD CHARLOTTE, NORTH CAROLINA Appendix A Phase I Erosion Control Site Plan (Prepared by ColeJenest & Stone) BFPFHFHGM GDPGDPGWGWGWLPPMWMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXECM1"EIP1/2"EIR1/2"EIR1/2"EIRXXXXXXXXXXXXX X X X XX1/2"EIR 1/2"EIRCORNER INACCESSIBLE(UNDER MATERIAL PILE)CPCPCPCPCPCP1/2"NIR1/2"EIR1/2"NIR1/2"NIRNNVARIABLE WIDTH P U B L I C R / W EAST SUGAR CREEK R O A D (D.B. 29741, PG. 7 8 7 ) (D.B. 29756, PG. 2 8 9 )60' DEDICATED PUBLIC R/WGREENSBORO STREET60' DEDICATED PUBLIC R/WRALEIGH STREET1/2"EIR(BENT)1/2"NIR1/2"NIRLITTLE SUGAR CREEKLITTLE SUGAR CREEKLITTLE SUGAR CREEKGW GW GWLPLPLPLPLPLPLPLPLPLPLPLPLP LPLPLPLPPPPPPPPPPPPPPPPPPPSIGNSIGNTBM=716.02TOP BOLT FHWBWVWVE E E E E E E E E EEEEEEEEEEEEEEEEEEEEETBM= 715.55TOP BOLT FHLPEEESD SD SD SD SDSDSDSD SD SD SDSDSDSDSD SD SD SDSDSDSD SDSDSD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SDSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSS SSPPPMWBU E UE UEUTUTWWWWWWWWWWWWWWWW W W WWGGG G G GGGWWWWWWWUTUTUT705710715720725715715720 720715710 710 7107056956906906957006957 0 5705710715715GWWW POBRevisedProject No.IssuedColeJenest& Stone200 South Tryon Street, Suite 1400Charlotte, North Carolina 28202p+ 704 376 1555 f+ 704 376 7851url+ www.colejeneststone.comShaping the EnvironmentRealizing the PossibilitiesLand Planning+Landscape Architecture+Civil Engineering+Urban DesignNd/b/a ColeJenest & S tone S2KQOZB LLCSUITE 305ORLANDO, FL 32822SUGAR CREEKMIXED-USE4101 GREENSBORO STREETCHARLOTTE, NC 28206cThe drawings, the project manual and the designshown theron are instruments of Bolton & MenkSoutheast, LLC.. The reproduction or unauthorized useof the documents without consent of Bolton & MenkSoutheast, LLC. is prohibited. Bolton & Menk Southeast, LLC. 20224821.01CONSTRUCTIONDOCUMENTS5950 HAZELTINE NATIONAL DR.N0SCALE:5'2.5'10'1"=5' Appendix B Phase II Architectural Site Plan (Prepared by BB&M Architecture) SSS S SVANVAN VANGREENSBORO STREET PUBLIC STREET CPUBLIC STREET APRIVATE STREET B PARCEL 1-B PARCEL 2-A PARCEL 2-B PARCEL 3 PROPERTY LINE PROPOSED PUBLIC SIDEWALK & UTILITY EASEMENT 10'-0" BUILD-TO LINE FUTURE STREET STUB STREET FOR FUTURE CONNECTION PARKING DECK ENTRY + LOADING ZONE ACCESS COURTYARD PARKING DECK PROPOSED ELECTRICAL TRANSFORMERS AND BUS ENCLOSURE TO BE LOCATED REMOTELY ON PARCEL 1-B, FINAL EQUIPMENT COUNT TBD CENTER OF OVERHEAD POWER LINES8' - 0"8' - 0"T T T B 16' - 0"10' - 0"1. REFER TO GENERAL NOTES ON SHEET G8.01 2. ARCHITECTURAL SITE PLAN IS FOR GENERAL INFORMATION REGARDING THE RELATIONSHIP BETWEEN THE BUILDING AND THE SITE ONLY. SEE CIVIL DRAWINGS FOR SPECIFIC SITE PLAN INFORMATION. 3. SEE CIVIL/LANDSCAPE DRAWINGS FOR ALL SITE AMENITY LOCATIONS AND DETAILS. 4. ALL ACCESSIBLE PATHS TO SLOPE MAXIMUM OF 5% WITH A MAXIMUM CROSS SLOPE OF 2%. 5. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF ALL TRANSFORMERS, METERS, ETC. 6. ALL TRANSFORMERS TO BE LOCATED AT LEAST 4 FEET AWAY FROM ANY BUILDING WALL. 7. GEOTECHNICAL INFORMATION IS PROVIDED IN A REPORT INCLUDED IN SPECIFICATIONS. GENERAL NOTES ACCESSIBLE PATH ACCESSIBLE ENTRANCE LOCATION ACCESSIBLE START POINT ACCESSIBLE ROUTE LEGEND: PROJECT # / 1900 WEST MOREHEAD STREET SUITE 200 CHARLOTTE, NC 28208 704.334.1716 BEACHAM BUNCE + MANLEY ARCHITECTURE PLLC COPYRIGHT 2023 BB+M ARCHITECTURE PLLC. WWW.BBM-ARCH.COM LOCATION / DATE / DRAWN / 5/5/2023 4:43:17 PM C:\Users\chall\Documents\Revit Local Files\Metromont MF_CENTRAL_R22_challN2PGS.rvt SUGAR CREEK MF PARCEL 1-A 50% CONSTRUCTION DOCUMENTS ARCHITECTURAL SITE PLAN 22CAP380 05.05.2023 CM A0.01 CHARLOTTE, NC SCALE: 1" = 20'-0"A0.011 ARCHITECTURAL SITE PLAN TRUE NORTHPROJECTNORTH Revisions No.Description Date