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HomeMy WebLinkAbout23045 Acme Spinning Mill 2021 Annual Redevelopment Summary Report 20220128 Via Email January 28, 2022 NCDEQ – Division of Waste Management Brownfields Program 1646 Mail Service Center Raleigh, North Carolina 27699-1646 Attention: Mr. Bill Schmithorst Re: Annual Redevelopment Summary Report Acme Spinning Mill Woodlawn Street and Cason Street Belmont, North Carolina Brownfields Project No. 23045-19-036 H&H Job No. BMT-001 Dear Bill: 1.0 Introduction On behalf of Belmont Industrial, LLC (Prospective Developer or PD), Hart & Hickman, PC (H&H) is submitting this report to summarize environment-related activities associated with redevelopment of the Acme Spinning Mill Brownfields property (Brownfields Project No. 23045-19-036) located at 182 Woodlawn Street and 667 Cason Street in Belmont, Gaston County, North Carolina (Site). The Site is comprised of three parcels totaling approximately 58 acres of land located in a mixed residential and commercial use area in North Belmont approximately one-mile north of Interstate 85. A Site location map is provided as Figure 1, and the Site and surrounding area are shown in Figure 2. Phase I of the redevelopment plan includes construction of one approximately 380,000 square foot (sq ft) industrial warehouse building in the western and central portion of the Site and one approximately 227,000 sq ft industrial warehouse building in the eastern portion of the Site. Redevelopment activities will also include installation of new paved access roads, paved parking Mr. Bill Schmithorst January 28, 2022 Page 2 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/belmont industrial/redevelopment report/2021/23045 - acme spinning mill - 2021 annual redevelopment summary report.doc and loading areas, two stormwater retention ponds, and landscaped areas. Phase II of the redevelopment may include construction of paved parking areas for trailer storage in accessible portions of the northern Site parcel. The layout of the Site plan for the first phase of proposed redevelopment prepared by McMillan Pazdan Smith Architecture is provided in Appendix A. 2.0 Environment-Related Redevelopment Activities Redevelopment activities at the Site are ongoing and have included Site wide grading activities, installation of temporary stormwater and erosion control measures, utility installations, retaining wall construction, and initial building construction. Redevelopment activities at the Site have been conducted in accordance with the North Carolina Department of Environmental Quality (DEQ) Brownfields Program approved Environmental Management Plan (EMP) dated May 21, 2020. The DEQ-approved EMP generally indicates that a report of environment-related activities will be prepared for submittal to DEQ Brownfields by January 31 of each year for as long as physical redevelopment of the Brownfields property continues. This report has been prepared in accordance with redevelopment reporting requirements outlined in the DEQ-approved EMP. A summary of environmental-related activities associated with redevelopment of the Brownfields property is provided in the following section. Mass Grading Activities and Initial Construction Activities According to cut and fill analysis prepared for the Site by Seamon Whiteside, grading is expected to result in a net balance with no import or export soil needed to achieve final grade elevations. Based on information provided by subcontractors for the PD, approximately 35,000 cubic yards of excess soil generated from areas of cut in the western and southwestern portions of the Site was utilized as fill in the north-central portion of the Site to achieve final grade elevations. No soil was imported or exported as part of mass grading activities completed in 2021. A copy of the cut-fill analysis is provided in Appendix B. USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset,and National Transportation Dataset; USGS Global Ecosystems; U.S.Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data;U.S. Department of State Humanitarian Information Unit; and NOAANational Centers for Environmental Information, U.S. Coastal ReliefModel. Data refreshed May, 2020. SITE LOCATION MAP ACME SPINNING MILL WOODLAWN STREET & CASON STREET BELMONT, NORTH CAROLINA DATE: 12-18-20 JOB NO: BMT-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: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\BMT-001\Figure-1.mxdN U.S.G.S. QUADRANGLE MAP MOUNT HOLLY, NORTH CAROLINA 2013 QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC) BROWNFIELDSPROPERTY BOUNDARY NORTHERNSITE PARCEL REVISION NO. 0 JOB NO. BMT-001 DATE: 12-18-20 FIGURE NO. 2 ACME SPINNING MILL WOODLAWN STREET & CASON STREET BELMONT, NORTH CAROLINA SITE MAP LEGEND BROWNFIELDS PROPERTY BOUNDARY NORTHERN SITE PARCEL PARCEL BOUNDARY RAILROAD APPROXIMATE FORMER BUILDING FOOTPRINT LOCATION 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology CENTERVIEW STREET JADE C I R C L EACME R OAD W O O D L A W N S T R E E T CASON STREETOAKS PARKWAYROPER STREETNOTES: 1. AERIAL IMAGERY OBTAINED FROM NC ONEMAP (2019). 2. APPROXIMATE LOCATIONS OF FORMER BUILDINGS WERE OBTAINED USING HISTORICAL AERIAL PHOTOGRAPHS AND SANBORN FIRE INSURANCE MAP OVERLAY. WILBERT PLASTIC SERVICES, LLC. (1000 OAKS PARKWAY) CARUS CORPORATION, INC. (181 WOODLAWN STREET) GOSHEN PRESBYTERIAN CHURCH (1380 WOODLAWN STREET) GREENWAY CHEMICAL SYSTEMS & SERVICES (2101 ACME ROAD) CATAWBA HEIGHTS BAPTIST CHURCH (311 BELMONT MT HOLLY ROAD) SOCKS, INC. (160 WOODLAWN STREET)CASON STREETQUALITY RV SERVICE (721 CASON STREET) PIEDMONT VENDING (707 CASON STREET) DISABLED AMERICAN VETERANS (709 CASON STREET) CARPENTRY & STONE SHOP (700 CASON STREET) RAILROAD EQUIPMENT STAGING AND PARKING AREA S:\AAA-Master Projects\Belmont Industrial\Brownfields Assessment WP\Figures\Site Map.dwg, FIG 2, 12/18/2020 8:58:55 AM, sperry Appendix A Site Development Plan (prepared by McMillan, Pazdan, Smith Architecture) Appendix B Grading Plan and Cut-Fill Analysis (prepared by Seamon Whiteside) 728730734735725720720719719722722723720715710705705700695690685705700695690685705700695690685680685690695700705710715710705 7006957207207217207257257207157107057007007057107157 2 0 725 7 3 0728730735730735738739735735735738738730731730725 720715710 730728727728 730725720715714 715 710 705 7 0 5 70 5 700 695700696703700704702702705710715720725 728728725723740735742 740735730725-4.52%-4.78%-3.11%-11.76%720725730735720725730700705710715710710715715720710710715715720720-4.96-17.55-14.10-6.81-3.53-2.47-1.47-22.91-22.97-19.92-15.70-11.93-8.32-7.43-0.15-12.42-21.76-22.38-17.08-13.25-8.28-5.75-11.40-14.49-0.74-14.81-16.28-12.62-9.37-4.95-3.36-11.49-13.13-8.60-9.98-6.16-4.45-0.950.56-7.58-11.90-4.75-5.54-1.663.2215.5413.064.37-5.76-6.44-2.63-2.711.136.8219.4018.7513.184.08-11.13-2.22-1.912.8616.8320.1221.3615.126.05-9.07-2.03-0.293.228.5520.0122.1516.639.82-4.19-0.53-0.741.611.974.9817.3222.1418.7116.383.20-0.621.783.073.205.659.1918.2718.7112.747.13CUT FILL ANALYSISNumber12345678Minimum Elevation-10.000-5.0000.0015.00110.00115.00120.00125.001Maximum Elevation-5.0010.0005.00010.00015.00020.00025.00026.000ColorCUT/FILL ANALYSISNumber12345678910Minimum Elevation-25.000-20.000-15.000-10.000-5.0000.0005.00010.00015.00020.000Maximum Elevation-20.000-15.000-10.000-5.0000.0005.00010.00015.00020.00025.000ColorNOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO CHANGECONCEPTUAL CUT/FILL PLANWOODLAWN INDUSTRIAL PARKGASTON COUNTY, NC3/5/2020SEWN04080160SCALE: 1" = 80'