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HomeMy WebLinkAbout18015_Craighead_ AE Soil& Approval_20161215 PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary MICHAEL SCOTT Director State of North Carolina | Environmental Quality | Waste Management 1646 Mail Service Center | 217 West Jones Street | Raleigh, NC 27699-1646 919 707 8200 T December 15, 2016 Sent Via E-mail Matt Ingalls Hart & Hickman, PC 2923 South Tryon Street, Suite 100 Charlotte, NC 28203 JHarriger@harthickman.com Subject: Work Plan Approval Craighead Rd (Abernathy Lumber) Charlotte, Mecklenburg County Brownfields Project Number 18015-14-60 Dear Mr. Ingalls: The North Carolina Department of Environmental Quality (DEQ) Brownfields Program received and reviewed the Work Plan Soil Sampling Activities dated December 15, 2016. The work plan is approved with the following additions as I discussed with Brett Lawrence of H&H on the telephone. • Drip line soil sampling will be advanced to a depth of 0.5 feet not 1.5 feet as written. • Consider collecting a confirmation composite sample at 1 feet or 1.5 feet for laboratory holding, if the initial sample exceeds standards. Be advised that this approval from the Brownfields Program does not waive any applicable requirement to obtain any necessary permits, licenses, or certifications for the above listed activities nor does it waive any requirement to comply with applicable law for such activities. If you have any questions, please feel free to contact me at 704-661-0330, or via e-mail at carolyn.minnich@ncdenr.gov. Sincerely, Carolyn Minnich Carolyn Minnich Brownfields Project Manager ec: Brett Lawrence, H&H Via email December 15, 2016 NC DEQ Brownfields Program Mail Service Center 1646 Raleigh, North Carolina 27699-1646 Attn: Ms. Carolyn Minnich Re: Work Plan Soil Sampling Activities Former Abernethy Lumber E. Craighead Road and Philemon Avenue Charlotte, North Carolina Brownfields Project No. 18015-40-060 H&H Job No. SHR-001 Dear Carolyn: 1.0 Introduction Hart & Hickman, PC (H&H) has prepared this Brownfields Assessment Work Plan for the former Abernethy Lumber Brownfields Site located at E. Craighead Road and Philemon Avenue in Charlotte, Mecklenburg County, North Carolina (Figure 1). The site is currently in the North Carolina Department of Environmental Quality (DEQ) Brownfields Program (Brownfields Project #18015-40-060). The subject site is comprised of one vacant industrial parcel and one residential parcel that total approximately 9.4 acres. The Prospective Developer (PD) intends to amend the Notice of Brownfields Property (NBP) to include three additional residential parcels (Mecklenburg Co. Parcels: 09111203, 09111204, and 09111205) totaling approximately 0.5-acre in area. The parcels that comprise the updated Brownfields site contained six residences built between the late 1920s and mid-1930s. Five of the six residences were razed between 2000 and 2015, and one residence with an associated outbuilding remains in the northern portion of the site along Philemon Ms. Carolyn Minnich December 15, 2016 Page 2 S:\AAA-Master Projects\Stonehenge Real Estate Group - SHR\SHR-001 Former Abernethy Lumber\Work Plan\BF Work Plan_Abernethy Lumber.doc Avenue. As requested by DEQ, H&H proposes to conduct shallow drip line soil sampling activities at the site in the approximate area of former and current on-site residences to further characterize soil prior to redevelopment. The assessment activities will be conducted in general accordance with the methods stated in the DEQ Inactive Hazardous Sites Branch (IHSB) Guidance documents. Details concerning these activities are provided below. 2.0 Soil Sampling Drip Line Soil Sampling H&H proposes to advance shallow soil borings beneath the approximated drip lines associated with the current/former residences located on the Brownfields property and three additional parcels to characterize soil prior to redevelopment. The purpose of the assessment is to determine if lead based paint from the buildings has potentially impacted soils located near the structures. The soil borings will be advanced to a depth of 1.5 ft below the ground surface on each side of the current/former residences using a decontaminated hand auger. H&H will observe the soils for visual evidence of paint chips. At each residence location, one composite soil sample from the drip line (six composite soil samples total [DL-1 to DL-6]) will be submitted to the laboratory for analysis of lead by EPA Method 6010. Proposed drip line soil sample locations are depicted on Figure 2. IDW Management Investigation derived waste (IDW) soil cuttings will be placed back into the soil boring at each location. If significant impacts are suspected in the soil cuttings based on field screening, those soils will be placed into a sealed container for waste profiling and proper disposal. Reporting Following completion of the sampling and receipt of analytical data, H&H will prepare a letter report. The report will include the methods and results of soil sampling activities, a comparison of SITE 0 2000 4000 APPROXIMATE SCALE IN FEET N U.S.G.S. QUADRANGLE MAP QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) DERITA, NORTH CAROLINA 1996 TITLE PROJECT SITE LOCATION MAP ABERNETHY LUMBER SITE E. CRAIGHEAD ROAD & PHILEMON AVENUE CHARLOTTE, NORTH CAROLINA DATE: JOB NO: REVISION NO: FIGURE: 12-14-16 0 1 SHR-001 REVISION NO. 0 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology JOB NO. SHR-001 DATE: 12-14-16 FIGURE NO. 2 FORMER ABERNETHY LUMBER SITE E. CRAIGHEAD ROAD & PHILEMON AVENUE CHARLOTTE, NORTH CAROLINA PROPOSED DRIP LINE SAMPLE LOCATION MAP LEGEND PROPOSED DRIP LINE LEAD SAMPLE ALIQUOT FORMER ABERNETHY LUMBER BUILDINGS - SLAB ON GRADE, STEEL-FRAMED, TIN SIDING REMAINING STRUCTURES FORMER RESIDENCES BUILT IN 1930s; DEMOLISHED BETWEEN 2000 & 2015. DL-6 DL-5 DL-5 DL-4 DL-3 DL-2DL-1 S:\ A A A - M a s t e r P r o j e c t s \ S t o n e h e n g e R e a l E s t a t e G r o u p - S H R \ S H R - 0 0 1 F o r m e r A b e r n e t h y L u m b e r \ F i g u r e s \ P r o p o s e d S a m p l e L o c a t i o n M a p . d w g , 1 2 / 1 5 / 2 0 1 6 1 0 : 4 6 : 5 3 A M , D W G T o P D F . p c 3