19068 Dunavant EMP FINAL 20180426

Environmental Management Plan
Dunavant Street
2250 Hawkins Street
Charlotte, North Carolina
Brownfields Project No. 19038-15-060
H&H Job No. RMR-002
Revised April 26, 2018

CONTENTS
Completed EMP Template Form

Tables

Table 1 Summary of Soil Analytical Data
Table 2 Summary of Groundwater Analytical Data
Table 3 Summary of In-Situ Soil Characterization Analytical Data

Figures

Figure 1 Sample Location Map
Figure 2 Soil Impacts Above Residential PSRGs Map
Figure 3 Groundwater Impacts Above 2L Standards Map
Figure 4 In-Situ Soil Characterization Sample Location Map

Appendices

Appendix A Site Plan
Appendix B Redevelopment Schedule
Appendix C Grading and Storm Drainage Plan
Appendix D Export Soil Pre-Approval Letters
Appendix E Contingency Plan

1 
EMP Form ver.1, October 23, 2014 

NORTH CAROLINA BROWNFIELDS PROGRAM 
ENVIRONMENTAL MANAGEMENT PLAN 
This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the 
North Carolina Brownfields Program at the direction of a project manager for the program. 
Prospective Developers and/or their consultants must complete and submit this form and all 
pertinent attachments to their project manager prior to any site earthmoving or other 
development related activities. For the resultant EMP to be valid for use, it must be completed, 
reviewed by the program, and signed by all signers at the bottom.  Consult your project 
manager if you have questions. 

Date:  4/26/2018 

Brownfields Assigned Project Name:   Dunavant Street 

Brownfields Project Number: 19038‐15‐060 

Brownfields Property Address:  2250 Hawkins Street, Charlotte, Mecklenburg County 

Brownfields Property Area (acres):  approximately 4.36 acres 

Is Brownfields Property Subject to RCRA Permit? ☐ Yes  ☒ No 
If yes enter Permit No.: Click here to enter text. 

Is Brownfields Property Subject to a Solid Waste Permit? ☐ Yes ☒ No 
If yes, enter Permit No.: 

Prospective Developer (PD):  RRPIV 2250 Hawkins JV LLC c/o Ram Realty Advisors 
Phone Numbers: Office: (561) 282‐4606…..Mobile: 
Email:  [e-mail] 
Primary PD Contact: Rachel Russell 
Phone Numbers: Office: (704) 377‐6734 Mobile: 
Email: 
Environmental Consultant: Hart & Hickman, PC (Attn: Ralph McGee) 
Phone Numbers: Office: (704) 887‐4621 …..Mobile: 
Email: [e-mail] 
Brownfields Program Project Manager: Carolyn Minnich 
Office:  (704) 661‐0330 
GENERAL 
COMMUNICATIONS 
2 
EMP Form ver.1, October 23, 2014 

Email:  [e-mail] 

Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, 
Hazardous Waste, Solid Waste): Click here to enter text. 

Advance Notification Times to Brownfields Project Manager: Check each box to accept minimum 
notice periods (in calendar days) for each type of onsite task: 
On‐site assessment or remedial activities:  Within 10 days ☒
Construction or grading start:  Within 10 days ☒
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously 
unknown contamination:  Within 48 hours ☒
Implementation of emergency actions (e.g. dewatering, flood, or soil erosion control 
measures in area of contamination, venting of explosive environments): 
Within 48 hours ☒
Installation of mitigation systems:  Within 10 days ☒
Other notifications as required by local, state or federal agencies to implement 
redevelopment activities: (as applicable):  Within 30 days ☒

1) Type of Redevelopment (check all that apply): 
☒ Residential  ☐ Recreational ☐ Institutional ☒ Commercial ☒ Office  ☒Retail ☐ Industrial 
☒ Other  specify: open space, parking lot 

2) Summary of Redevelopment Plans (attach conceptual or detailed plans as available): 
a) Do plans include demolition of structure(s)?: ☒ Yes  ☐ No  ☐ Unknown 
b) Do plans include removal of building foundation slab(s) or pavement: 
☒ Yes ☐ No  ☐ Unknown 
c) Provide brief summary of redevelopment plans, including demolition, removal of building 
slabs/pavement and other structures: 
Redevelopment plans include demolition of the vacant office building (2,073 square ft) and four 
warehouse structures (4,416 to 19,919 square ft) located on the 2115 Dunavant Street property 
and the vacant 4,230‐square ft industrial warehouse and storage garage building located on the 
2135 Dunavant Street property. The 2205 Dunavant Street property is currently vacant and 
undeveloped. The PD will redevelop the subject site with a multi‐tenant residential/commercial 
building, asphaltic paved parking areas, driveways, and open urban spaces.  A copy of the 
current Site Plan prepared for redevelopment of the Brownfields property is included in 
Appendix A. 
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM 
REDEVELOPMENT 
3 
EMP Form ver.1, October 23, 2014 

3) Which category of risk‐based screening level is used or is anticipated to be specified in the 
Brownfields Agreement? 
☒ Residential   ☐ Non‐residential or Industrial/Commercial 

Note: If children frequent the property, residential screening levels shall be cited in the Brownfields 
Agreement for comparison purposes. 

4) Schedule for Redevelopment (attach construction schedule): 
a) Phase I start date and anticipated duration (specify activities during each phase): 
4/16/2018 
The Project Redevelopment schedule is as follows: 
Stake‐Erosion and Land Clearing (04/2018); Demo Buildings (04/2018 to 05/2018); Grading (06/2018 to 
07/2018); Stormwater (07/2018 to 08/2018); Sewer and Water (08/2018); and Building Construction 
(07/2018 to 05/2020).  A copy of the current redevelopment schedule is included as Appendix B. 

b) If applicable, Phase 2 start date and anticipated duration (specify activities during each 
phase): Not Applicable 

c) Additional phases planned? If yes, specify activities if known: 
☐ Yes  ☒ No  ☐ Not in the foreseeable future  ☐Decision pending 
d) Provide the planned date of occupancy for new buildings: 5/1/2020 

Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with 
sample locations): 
Part 1. Soil: ☒ Yes   ☐ No ☐ Suspected 
Part 2. Groundwater:   ☒ Yes  ☐ No ☐ Suspected 
Part 3. Surface Water:   ☐ Yes  ☒ No ☐ Suspected 
Part 4.  Sediment: ☐ Yes  ☒ No   ☐ Suspected 
Part 5. Soil Vapor:   ☐ Yes  ☐ No ☒ Suspected 
Part 6. Sub‐Slab Soil Vapor:  ☐ Yes ☐ No  ☒ Suspected 
Part 7. Indoor Air: ☐ Yes  ☐ No   ☒ Suspected 

1) Known or suspected contaminants in soil (list specific compounds): As noted in H&H’s Phase I 
and II Environmental Site Assessment (ESA) report dated June 10, 2014, petroleum constituents 
CONTAMINATED MEDIA 
PART 1. SOIL – Please fill out the information below, using detailed site plans, if available, or estimate 
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure 
overlaying new construction onto figure showing contaminated soil and groundwater locations. 
4 
EMP Form ver.1, October 23, 2014 

including ethylbenzene, naphthalene, and 1,2,4‐trimethylbenzene were detected at concentrations 
above IHSB Residential Preliminary Soil Remediation Goals (PSRGs) in a soil sample labeled TMW‐2 
and collected at a depth of 10 to 12 ft below the ground surface (bgs) from the central portion of 
the 2115 Dunavant Street portion of the Site. Results of March 2018 In‐Situ Soil Characterization 
assessment activities identified the petroleum‐related compounds ethylbenzene, naphthalene, 
1,2,4‐trimethylbenzene, and 1,3,5‐trimethylbenzene at concentrations exceeding the Residential 
PSRGs in soil samples collected in the northwestern portion of the2115 Dunavant Street property. 
A 12,000‐gallon gasoline underground storage tank (UST) and a 2,000‐gallon gasoline UST were 
were reportedly removed from the 2135 Dunavant Street property were reportedly removed in 
August 1989.  Delta Environmental completed Phase II ESA soil sampling activities and identified 
benzene, toluene, ethylbenzene, and xylenes in confirmation soil samples collected from depths of 5 
ft bgs and 8 ft bgs in the former UST excavation at concentrations above current IHSB PSRGs. Total 
petroleum hydrocarbons (TPH) (13,000 mg/kg) were also detected in a soil sample collected at a 
depth of 13 to 15 ft bgs at a concentration above the current DEQ Action Levels. According to 
previous reports, petroleum impacted soil may have been placed back into the UST excavation. Law 
Environmental reportedly conducted follow up assessment of the former UST basin in August 1993 
but did not detect concentrations of TPH in a confirmation soil sample collected during assessment 
of the former UST basin at a depth of 13 to 15 ft below the ground surface. Malcolm Pirnie 
conducted additional assessment of the former UST basin in August 1998 and did not detect VOCs 
or SVOCs in confirmation soil samples. 
Laboratory analytical results of soils samples collected during Phase II ESA activities performed by 
H&H in 2014 indicate that the SVOC benzo(a)pyrene was detected at concentrations above the 
Residential PSRG in a surficial soil samples collected in the central portion of the property. A grading 
plan is included in Appendix C and a Site Map with soil sample locations is provided as Figure 1. Soil 
sample data from previous reports are summarized in Table 1 and depicted on Figure 2. 
2) Depth of known or suspected contaminants (feet): Petroleum‐related compounds were detected 
above Residential PSRGs in a soil sample labeled TMW‐2 collected at 10‐12 ft bgs in the central 
portion of the 2115 Dunavant Street portion of the Site.  Additionally, petroleum‐related 
compounds were detected in soil samples labeled EX‐4‐2 collected from 4‐5 ft bgs and 9‐10 ft bgs in 
the northwestern portion of the 2115 Dunavant Street portion of the Site. 
Petroleum‐related compounds were also detected in soil samples collected from 8 ft bgs in the 
former UST basin area of the 2135 Dunavant Street portion of the Site. Although, subsequent soil 
samples collected from the former UST basin do not confirm the presence of impacts. 
Benzo(a)pyrene was detected at a concentration exceeding the Residential PSRG in surficial soils 
located in the central portion of the 2205 Dunavant Street property. Arsenic has been detected at 
concentrations exceeding the Residential PSRG in shallow soil samples collected on the 2135 and 
2205 Dunavant Street portions of the Site. 
3) Area of soil disturbed by redevelopment (square feet): 
Approximately 190,000 square feet will be graded to level the property and to implement positive 
drainage flow across the Site into the proposed stormwater drainage system. Grading activities will 
be conducted in accordance with a grading plan utilizing grading equipment (i.e. backhoes, front end 
loaders, bull dozers etc.) and the Site development contractor will implement best management 
practices (i.e. implementation of silt fencing, berming, and covering stockpiled soil with plastic) to 
manage soil on site during Site redevelopment activities and to prevent redistribution of soils onto 
adjacent properties. 
4) Depths of soil to be excavated (feet): Grading activities will include excavations of up to 8 ft bgs 
along Dunavant Street and portions of the Site along Hawkins Street to reach final proposed grade 
5 
EMP Form ver.1, October 23, 2014 

and construct the pad for the proposed mixed‐use building. Construction of building footers, 
foundations and utility installations may require additional excavations of up to 3 to 5 ft bgs. 
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): Up to 
approximately 6,000 cubic yards of soil are planned to be cut and re‐used on‐site as fill during 
grading activities. 
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: 
2115 Dunavant Street ‐ Based on the depth of petroleum‐impacted soil identified in the soil sample 
collected from 10 to 12 ft bgs in the TWM‐2, and in the soil samples collected from 4‐5 ft bgs and 9‐ 
10 ft bgs in soil sample EX‐4‐2 and the depth of excavation during proposed grading activities 
proposed for this area, the potential to encounter impacted soils is low. 
2135 Dunavant Street ‐ Excavation for grading purposes is proposed in the area of the former USTs. 
However, results of all soil samples collected from the UST basin since 1989 indicate that impacted 
soils discovered at the time of UST removal were removed from the Site. 
2205 Dunavant Street – Grading activities proposed for this portion of the subject Site include 
surface grubbing and shallow excavations in areas where PAHs and arsenic have been detected 
above the Residential PSRGs in shallow soil. 
H&H does not anticipate encountering or excavating other contaminated soils during Site 
redevelopment except through an unexpected occurrence (i.e., discovery of an orphan UST). 
If unexpected impacted soil is encountered during grading activities, the soils will be segregated 
from other soils and stockpiled on and covered with a minimum of 10‐mil plastic to allow for 
construction activities to continue. H&H will collect a composite soil sample from the stockpile for 
laboratory analysis (as described in the Managing Onsite Soil section below) to determine the 
appropriate use of the impacted material. 
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: 
Approximately 10,000 cubic yards of soil will be excavated during grading in areas at the Site that 
are not impacted from historical Site use based on results of March 2018 In‐Situ Soil 
Characterization Assessment activities. The PD intends to export excess soil generated in areas of 
the Site that do not have compound concentrations above Unrestricted‐Use PSRGs or typical metal 
concentrations consistent with background levels identified at the Site. A tabular summary of 
laboratory analytical results for in‐situ soil characterization soil samples is provided as Table 3 and 
the in‐situ soil characterization sample locations are shown on Figure 4. 
Based on soil assessment laboratory analytical results, DEQ Brownfields and the DEQ Solid Waste 
Section provided pre‐approval to export soil from select areas at the Site to a C&D landfill facility or 
to the NoDa Textile Brownfields property in letters dated April 10, 2018 (DEQ Solid Waste Section) 
and April 17, 2018 (DEQ Brownfields; NoDa Textile transfer letter). Copies of the letters are 
provided in Appendix D. 
Soil in areas with known impacts (based on previous assessment results) that will be disturbed 
during grading and potential export soil described above with compound concentrations above 
Unrestricted‐Use PSRGs, will be placed in locations at the Site that will be covered with impervious 
surfaces or a minimum of 2 ft of clean fill.  Export of impacted soil is not anticipated at this time. 
IMPORTED FILL SOIL 

1) Will fill soil be imported to the site? ☐ Yes   ☒ No   ☐ Unknown 
2) If yes, what is the estimated volume of fill soil to be imported? Import soil for use as beneficial fill 
is not anticipated at this time. Should import soil be needed during redevelopment of the 
Brownfields property, the PD will contact DEQ Brownfields and the procedures outlined in item #4 
6 
EMP Form ver.1, October 23, 2014 

below will be implemented. However, the PD plans to import limited amounts of organic rich 
topsoil from a reputable landscape material vendor for use in proposed landscaped areas. 
3) If yes, what is the depth of fill soil to be used at the property?    Not applicable at this time. 
If a range of depths, please list the range. 

4) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide plan to analyze fill soil to 
demonstrate that it meets acceptable standards and can be considered clean for use at the 
Brownfields property (Check all that apply): 
☒ Volatile organic compounds (VOCs) by EPA Method 8260 
☒ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, 
selenium and silver) 
☐ Metals –Hazardous Substance List ‐14 (antimony, arsenic, beryllium, cadmium, chromium 
(speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, 
thallium, and zinc) 
☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated 
according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and 
zinc) 
☐ Other Constituents & Analytical Method: Click here to enter text. 
☐ Known borrow material (DESCRIBE SOURCE AND ATTACH SAMPLING PROFILE): 
The PD does not plan to collect samples of landscaping materials obtained from a commercial vendor 
prior to placement at the Site. DEQ will be notified of the volume of landscaping material needed and 
the proposed source of the material prior to placement in proposed landscaping areas. 
If the PD plans to import fill material from the Vulcan Materials Company quarry located near Pineville, 
NC or from the Martin Marietta quarry located on Beatties Ford Road in Charlotte, NC, no samples of 
the import material will be collected as adequate analytical data is available in the DEQ Brownfields 
database to demonstrate material from these facilities is suitable for use as structural fill at a 
Brownfields property. 
If fill soil is obtained from and off‐Site property that is not a known permitted quarry, a sampling plan 
will be developed and submitted for DEQ review. DEQ approval of the sampling plan and analytical 
results will be obtained prior to transporting import soil to the Site. The specific sampling rate will be 
outlined in the aforementioned sampling plan. However, if the proposed borrow source has not been 
previously developed (i.e., virgin land), soil samples will be collected for laboratory analyses indicated 
above at a general rate of one per 500‐1,000 cubic yards. If the borrow source property has been 
previously developed, soil samples will be collected for laboratory analyses indicated above at a general 
rate of approximately one per 400 cubic yards. Fill soil will be considered suitable for use at the Site if it 
does not contain compound concentrations above NCDEQ PSRGs for Residential Use or typical metals 
concentrations which are consistent with background levels identified at the Site. 

MANAGING ONSITE SOIL 

1) If soil in known or suspected areas of contamination is anticipated to be excavated from the 
Brownfield Property, relocated on the Brownfields Property, or otherwise disturbed during site 
grading or other redevelopment activities, please provide a grading plan that clearly illustrates 
7 
EMP Form ver.1, October 23, 2014 

areas of cut and fill (approximate areas & volumes are acceptable, if only preliminary data 
available). 

2) HAZARDOUS WASTE DETERMINATION – Does the soil contain a LISTED WASTE as defined in the 
North Carolina Hazardous Waste Section under 40 CFR Part 261.31‐261.35? ☐ Yes ☒ No 

If yes, explain why below, including the level of knowledge regarding processes generating the 
waste( include pertinent analytical results as needed). Click here to enter text. 

If yes, do the soils exceed the “Contained‐Out” levels in Attachment 1 of the North Carolina 
Contained‐In Policy?  ☐ Yes ☐ No 

NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS THE 
CONTAINED‐OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA CONTAINED‐IN POLICY THE 
SOIL MAY NOT BE RE‐USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR 
HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 

3) HAZARDOUS WASTE DETERMINATION – Does the soil contain a CHARACTERISTIC WASTE?: 
☐ Yes ☒ No 
If yes, mark reason(s) why below (and include pertinent analytical results). 

☐ Ignitability 
☐ Corrosivity 
☐ Reactivity 
☐ Toxicity 
☐ TCLP results 
☐ Rule of 20 results (20 times total analytical results for an individual hazardous 
constituent on TCLP list cannot, by test method, exceed regulatory TCLP standard) 

If no, explain rationale: Soil assessment data does not indicate detections capable of exceeding TCLP 
criteria using the Rule of 20. 

NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT 
BE RE‐USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE 
SECTION RULES AND REGULATIONS. 

4) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in 
place with low permeability barrier, removed to onsite location and capped, removed offsite): 
☒ Preliminary Health‐Based Residential SRGs 2/1/2018 
☐ Preliminary Health‐Based Industrial/Commercial SRGs  Click here to enter a date. 
☐ Site‐specific risk‐based cleanup level, or acceptable concentrations determined via 
calculated cumulative risk. Enter details of methods used for determination/explanation: 
Not Applicable 
8 
EMP Form ver.1, October 23, 2014 

5) Check the following action(s) to be taken during excavation and management of said soils: 

☒ Manage fugitive dust from site: 
☒ Yes  ☐ No 
If yes, describe method; If no, explain rationale: Significant areas of contaminated soil are not 
expected to be encountered or disturbed during future Site redevelopment activities based upon 
previous soil sampling data and field screening soil samples during previous assessment activities. The 
grading contractor will take into account conditions such as wind speed, wind direction, and moisture 
content of soil during soil grading and stockpiling activities to minimize dust generation. In the unlikely 
event that contaminated soil is encountered during Site redevelopment that requires excavation, 
particular attention will be paid by contractors to implement dust control measures as needed based on 
Site and atmospheric conditions (i.e. by controlled water application, hydro‐seeding, and/or mulch, 
stone, or plastic cover).  Potentially impacted soil will be managed as described below. 

☒ Field Screening: 
☒ Yes ☐ No 
If yes, describe method; If no, explain rationale: During soil disturbance at the Site, the 
workers or contractors will observe soils for evidence of potential significantly impacted soil. Evidence 
of potential significantly impacted soil includes a distinct unnatural color, strong odor, or filled or 
previously disposed materials of concerns (i.e. chemicals, tanks, drums, etc.). Should the above be 
noted during Site work, the contractor will contact the project environmental engineer to observe the 
suspect condition. If the project environmental engineer confirms that the material may be impacted, 
then the procedures below will be implemented. In addition, the environmental engineer will contact 
the DEQ Brownfields project manager within two business days to advise that person of the condition.  

As noted above, the PD plans to export approximately 10,000 cubic yards of soil during grading 
activities. Export soil will be excavated from select areas at the Site as indicated in the Brownfields 
Property Export Soil Review letter prepared by the DEQ Solid Waste Section and the Soil Transfer 
Approval letter for the Site and the NoDa Textile Brownfields property prepared by DEQ Brownfields 
(Appendix D). An environmental professional will make daily Site visits to provide oversight during 
excavation activities and field screen soil for potential impacts prior to transport off‐Site. 

☐ Soil Sample Collection: 
☐ Yes  ☒ No 
If yes, describe method (e.g., in‐situ grab, composite, stockpile, etc.); If no, explain rationale: 
Collection of additional soil samples is not anticipated based on results of previous Site assessment 
activities. If significant soil impact is encountered during grading and/or installation or removal of 
utilities, excavation will proceed only as far as needed to allow grading and/or construction of the utility 
to continue and/or only as far as needed to allow alternate corrective measures described below. 
Suspect significantly impacted soil excavated during grading and/or utility line installation or removal 
may be stockpiled and covered in a secure area to allow construction to progress. Suspect impacted soil 
will be underlain by and covered with minimum 10‐mil plastic sheeting. At least one representative 
sample of the soil will be collected for analysis of total VOCs, SVOCs, and RCRA metals plus hexavalent 
chromium. If the results of analysis of the sample indicate that the soil could potentially exceed toxicity 
characteristic hazardous waste criteria, then the soil will also be analyzed by the toxicity characteristic 
leaching procedure (TCLP) for those compounds that could exceed the toxicity characteristic hazardous 
9 
EMP Form ver.1, October 23, 2014 

waste criteria. Impacted soil will be handled in the manner described below based upon the laboratory 
analyses: 
i. If no organic compounds are detected in a sample (other than which are attributable to 
sampling or laboratory artifacts) and metals are below Unrestricted‐Use PSRGs or are consistent with 
Site‐specific background levels, then the soil will be deemed suitable for use as on‐Site fill or as off‐site 
fill. The proposed location(s) for off‐site placement of soil (other than a permitted facility) along with 
the receiving facility’s written approval for acceptance of the soil will be provided to DEQ for approval 
prior to taking the soil off‐site. 
ii. If detectable levels of compounds are found which do not exceed the DEQ IHSB Residential 
PSRGs (other than which are attributable to sampling or laboratory artifacts or which are consistent with 
Site‐specific background levels for metals) and the TCLP concentrations are below hazardous waste 
criteria, then the soil may be used on‐Site as fill without restriction 
iii. If detectable levels of compounds are found which exceed the DEQ IHSB Residential PSRGs 
(other than which are attributable to sampling or laboratory artifacts or which are consistent with 
background levels for metals) and the TCLP concentrations are below hazardous waste criteria, then the 
soil, with DEQ’s written approval, may be used on‐Site as fill below an impervious surface, or at least 2 ft 
of compacted clean soil.  If the impacted soil with concentrations above Residential PSRGs is moved to 
an on‐Site location, its location and depth will be documented, covered with a geotextile fabric so that 
its location can be identified if encountered in the future, and its location will be provided to DEQ in an 
updated survey plat. 
iv. Impacted soil may be transported to a permitted facility such as a landfill provided that the soil 
is accepted at the disposal facility. If soil is transported to a permitted facility, the permitted facility’s 
written approval to dispose of soil from the Site will be included with the final EMP report.  In the 
unlikely event that the sample data indicates concentrations above TCLP hazardous waste criteria, then 
the soil must be transported off‐site to a permitted disposal facility that can accept or treat hazardous 
waste. 
☒ Stockpile impacted soil in accordance with NCDENR IHSB protocol in the current version of 
the “Guidelines for Assessment and Cleanup”, and providing erosion control, prohibiting 
contact between surface water/precipitation and contaminated soil, and preventing 
contaminated runoff.   Explain any variances: 

☒ Analyze potentially impacted soil for the following chemical analytes: 
☒ Volatile organic compounds (VOCs) by EPA Method 8260 
☒ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, 
lead, selenium and silver) 
☐ Metals –Hazardous Substance List ‐14 (antimony, arsenic, beryllium, cadmium, 
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, 
selenium, silver, thallium, and zinc) 
☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium 
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, 
thallium, and zinc) 
☐ Other Constituent(s) & Analytical Method(s): 
If suspected contaminated soil is identified during Site redevelopment activities, soil will be sampled and 
analyzed for VOCs, SVOCs, and RCRA metals. VOC and SVOC concentrations will be compared to 
Residential PSRGs.  Metal concentrations will be compared to Residential PSRGs and Site‐specific 
10 
EMP Form ver.1, October 23, 2014 

background concentrations or background concentrations established for other properties in the 
surrounding area. 

☒ Proposed Measures to Obtain Pre‐Approval for Reuse of Impacted Soil within the 
Brownfields Property Boundary 
☒ Provide documentation of analytical report(s) to Brownfields Project Manager 
☒ Provide documentation of final location, thickness and depth of relocated soil on 
site map to Brownfields Project Manager once known 
☒ Use geotextile to mark depth of fill material (provide description of material) 
☒ Manage soil under impervious cap ☒ or clean fill ☒
Describe cap or fill: No such placement is currently anticipated. If contaminated soil is 
encountered, it will be placed under impervious materials or at least 2 ft of clean fill. Potential 
impervious caps include future building foundations and paved areas. (provide location 
diagram) 
☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re‐ 
recorded if actions are Post‐Recordation). 
☐ Other: Note that impacted soil is that exceeds Residential PSRGs 

☒ Final grade sampling of exposed soil (i.e., soil that will not be under buildings or permanent 
hardscape): [if not checked provide rationale for not needing] 
Provide diagram of soil sampling locations, number of samples, and denote Chemical 
Analytical Program with check boxes below (Check all that apply): 
☒ Volatile organic compounds (VOCs) by EPA Method 8260 
☒ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, 
lead, selenium and silver) 
☐ Metals –Hazardous Substance List ‐14 (antimony, arsenic, beryllium, cadmium, 
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, 
selenium, silver, thallium, and zinc) 
☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium 
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, 
thallium, and zinc) 
☐ Pesticides 
☐ PCBs 
☐ Other Constituents & Analytical Method:   Following completion of soil disturbance 
for any future Site development (i.e., after grading and utility construction), an environmental 
professional will be contracted to assess the Site for areas that are not covered with clean fill soil, 
building foundations, sidewalks, or asphalt or concrete parking areas and driveways, or other similar 
impervious areas and a plan will be prepared for final grade sampling for DEQ Brownfields review and 
approval. 

OFFSITE TRANSPORT & DISPOSITION OF EXCAVATED SOIL 
NOTE: Unless soil will be transported offsite for disposal in a permitted facility under applicable 
regulations, no contaminated or potentially contaminated soil may leave the site without approval 
from the brownfields program. Failure to obtain approval may violate a brownfields agreement, 
endangering liability protections and making said action subject to enforcement. Justifications 
provided below must be approved by the Program in writing prior to completing transport activities. 

11 
EMP Form ver.1, October 23, 2014 

☒ Transport and dispose of impacted soil offsite (documentation of final disposition must be sent to 
Brownfields Project Manager) 
☒ Landfill – analytical program determined by landfill 
☒ Landfarm or other treatment facility  Click here to enter text. 
☐ Use as Beneficial Fill Offsite – provide justification:  Click here to enter text. 
☒ Use as Beneficial Fill at another Suitable Brownfields Site – (Note: a determination that a 
site is a “Suitable Brownfields” site will require, at a minimum, that similar concentrations of the same 
or similar contaminants already exist at both sites, use of impacted soil as beneficial soil will not 
increase the potential for risk to human health and the environment at that site, and that notarized 
documentation of the acceptance of such soil from the property owner of the receiving site is 
provided to Brownfields. Provide justification: Please refer to the Brownfields Property Export Soil 
Review letter provided for the Site by the DEQ Solid Waste Section and the Soil Transfer Approval letter 
for the Site and the NoDa Textile Brownfields property provided by DEQ Brownfields provided in 
Appendix D. 

MANAGEMENT OF UTILITY TRENCHES 
☐ Install liner between native impacted soils and base of utility trench before filling with clean fill 
(Preferred) 

☒ Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a 
hazardous waste), i.e., impacted soils are placed back at approximately the depths they were 
removed from such that impacted soil is not placed at a greater depth than the original depth from 
which it was excavated. 

☐ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport, and/or 
degradation of conduit materials due to direct impact with contaminants? Result: Yes □ No □ 
If no, include rationale here.   Click here to enter text. 
If yes, provide specifications on barrier materials 

Other comments regarding managing impacted soil in utility trenches: 
Although not anticipated, in the event contaminated soil and/or vapors are encountered in utility 
trenches during redevelopment activities, the trench will be evacuated and appropriate safety screening 
of the vapors will be performed to protect workers. If results indicate further action is warranted in 
response to vapors to protect workers, appropriate engineering controls (such as use of industrial fans) 
will be implemented. 
The contractor and workers will observe soil for potential impacts during utility installation activities. 
Evidence of potential significant impacted soil includes a distinct unnatural color, strong odor, or filled or 
previously disposed materials of concerns (i.e. chemicals, tanks, drums, etc.).  Should the above be 
noted during utility work, the contractor will contact the project environmental engineer to observe the 
suspect condition. If the project environmental engineer confirms that the material may be impacted, 
then the procedures outlined Managing On‐Site Soil above will be implemented. In addition, the 
environmental engineer will contact the DEQ Brownfields project manager within two business days to 
advise that person of the condition. 
12 
EMP Form ver.1, October 23, 2014 

What is the depth to groundwater at the Brownfields Property? During groundwater assessment 
activities conducted on the 2115 Dunavant Street property by H&H in April 2014, groundwater was 
measured at depths ranging from approximately 12 to 14 ft bgs. During Groundwater assessments 
conducted on the 2135 Dunavant property by Malcolm and Pirnie in September 1997 and August 1998, 
groundwater was measured at depths ranging from approximately 15 to 20 ft bgs. During groundwater 
assessment activities conducted on the 2205 Dunavant Street property by ERM in November 2006, 
groundwater was measured at depths ranging from approximately 17 to 18 ft bgs. 

Is groundwater known to be contaminated by    ☐onsite   ☐ offsite   ☒ both   ☒ or unknown 
sources? Describe source(s): The locations of previous groundwater samples are shown on Figure 1. A 
summary of previous groundwater data is provided in Table 2 and depicted on Figure 3. 
As noted in H&H’s June 10, 2014, Phase I and II ESA report for the 2115 Dunavant property, results of 
analysis of a groundwater sample collected from the temporary well completed in boring TMW‐2, 
indicate the presence of the VOCs benzene and naphthalene at concentrations above their respective 
NC 2L groundwater standards. Laboratory analytical results also indicate that naphthalene was detected 
at concentrations exceeding the 2L Standard in a groundwater sample collected from temporary 
monitoring well TMW‐3 installed in the southern portion property. 
Results of Phase II ESA activities conducted at the 2135 Dunavant property by Law Environmental in 
September 1993, Cooper Environmental in October 1996, and by Malcolm Pirnie in September 1997 and 
August 1998 indicate that multiple petroleum constituents including benzene and several chlorinated 
solvents including PCE, TCE, and cis‐1,2‐dichloroethene were detected in groundwater at concentrations 
above their respective DEQ groundwater standards. 
During Phase II ESA activities conducted at the 2205 Dunavant Street property by ERM in October 2006 
and January 2008, chlorinated solvents including PCE, TCE, and 1,2‐dichloroethane were detected in 
groundwater samples collected on the property at concentrations above their DEQ groundwater 
standards. 

What is the direction of groundwater flow at the Brownfields Property? Groundwater at the Site is 
expected to mimic topographic gradient and flow toward the west‐southwest. 

Will groundwater likely be encountered during planned redevelopment activities?    ☐ Yes    ☒ No 
If yes, describe these activities: Encountering groundwater during future redevelopment of the Site is 
not anticipated at this time. 

In the event that contaminated groundwater is encountered during redevelopment activities (even if 
no is checked above), list activities for contingent management of groundwater (e.g., dewatering of 
groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary 
sewer, or sampling procedures): Although not anticipated at this time, appropriate worker safety 
measures will be undertaken if groundwater gathers in an open excavation within an area determined 
to be impacted during construction activities. The accumulated water will be allowed to evaporate, 
tested and disposed off‐site (if impacted), or tested and discharged to the storm sewer (if not impacted 
above DEQ surface water standards) in accordance with applicable municipal and State regulations for 
erosion control and construction stormwater control. 
PART 2. GROUNDWATER – Please fill out the information below and attach figure showing 
distribution of groundwater contaminants at site 
13 
EMP Form ver.1, October 23, 2014 

 Attach a map showing the location of surface water at the Brownfields Property. 

Is surface water at the property known to be contaminated:    ☐ Yes  ☒ No 

Will workers or the public be in contact with surface water during planned redevelopment activities? 
☐ Yes ☒ No 

In the event that contaminated surface water is encountered during redevelopment activities, or 
clean surface water enters open excavations, list activities for management of such events (e.g. 
flooding, contaminated surface water run‐off, stormwater impacts): 
If surface water run‐off gathers in an open excavation within an area determined to be impacted during 
construction activities, appropriate worker safety measures will be undertaken. If less than or equal to 
approximately 1 foot of surface water accumulates across an open excavation, the water may be 
allowed to evaporate or it may be tested and disposed off‐site (if impacted) or tested and discharged to 
the storm sewer (if not impacted above DEQ surface water standards). If greater than approximately 1 
foot of water accumulates across an open excavation, the water will be tested and disposed off‐site (if 
impacted), or tested and discharged to the storm sewer (if not impacted above DEQ surface water 
standards) in accordance with applicable municipal and State regulations for erosion control and 
construction stormwater control. 

Is sediment at the property known to be contaminated:    ☐ Yes  ☒ No 

Will workers or the public be in contact with sediment during planned redevelopment activities? 
☐ Yes ☒ No 

If yes, attach a map showing location of known contaminated sediment at the property. 

In the event that contaminated sediment is encountered during redevelopment activities, list 
activities for management of such events (stream bed disturbance): 

Do concentrations of volatile organic compounds at the Brownfields property exceed the following 
vapor intrusion screening levels in the following media: 

IHSB Residential Screening Levels: 
Soil Vapor:   ☐ Yes ☐ No ☒ Unknown 
Groundwater: ☒ Yes   ☐ No  ☐ Unknown 

IHSB Industrial/Commercial Screening Levels: 
Soil Vapor:   ☐ Yes ☐ No ☒ Unknown 
Groundwater: ☒ Yes   ☐ No  ☐ Unknown 
PART 3. SURFACE WATER – Please fill out the information below. 
PART 4.  SEDIMENT – Please fill out the information below. 
PART 5.  SOIL VAPOR – Please fill out the information below. 
14 
EMP Form ver.1, October 23, 2014 

Attach a map showing the location of soil vapor contaminants that exceed site screening 
levels. If applicable, at what depth(s) is soil vapor known to be contaminated?  Not 
Applicable 
Will workers encounter contaminated soil vapor during planned redevelopment activities? 
☐ Yes   ☐ No  ☒ Unknown 

In the event that contaminated soil vapor is encountered during redevelopment activities 
(trenches, manways, basements or other subsurface work, list activities for management of 
such contact: 
In the unlikely event contaminated soil vapors are encountered during future redevelopment 
activities, the area will be evacuated and appropriate safety screening of the vapors will be 
performed. If results indicate further action is warranted, appropriate engineering controls (such as 
use of industrial fans) will be implemented. 

Are sub‐slab soil vapor data available for the Brownfields Property?   ☐ Yes  ☒ No ☐ Unknown 

If data indicate that sub‐slab soil vapor concentrations exceed screening levels, attach a map 
showing the location of these exceedances. 

At what depth(s) is sub‐slab soil vapor known to be contaminated? ☐ 0‐6 inches ☒ Other, If 
other describe:  No sub‐slab vapor samples have been collected at the Site. 

Will workers encounter contaminated sub‐slab soil vapor during planned redevelopment activities? 
☐ Yes   ☐ No  ☒ Unknown 

In the event that contaminated soil vapor is encountered during redevelopment activities, list 
activities for management of such contact: In the unlikely event soil vapors are encountered 
during future redevelopment activities, worker breathing zone will be monitored using a calibrated 
photoionization detector. If results indicate further action is warranted, appropriate engineering 
controls (such as use of industrial fans) will be implemented. 

Are indoor air data available for the Brownfields Property?    ☐ Yes   ☒ No    ☐ Unknown 

If yes, attach a map showing the location where indoor air contaminants exceed site screening levels. 

If the structures where indoor air has been documented to exceed risk‐based screening levels will 
not be demolished as part of redevelopment activities, will workers encounter contaminated 
PART 7.  INDOOR AIR – Please fill out the information below . 
PART 6. SUB‐SLAB SOIL VAPOR ‐please fill out the information below if existing buildings or 
foundations will be retained in the redevelopment. 
15 
EMP Form ver.1, October 23, 2014 

indoor air during planned redevelopment activities? 
☐ Yes   ☐ No ☒ Unknown 

In the event that contaminated indoor air is encountered during redevelopment activities, list 
activities for management of such contact: In the unlikely event there is evidence of potential 
indoor air issues (i.e. unusual odors) during future redevelopment activities, the area will be 
evacuated and appropriate safety screening of the indoor air will be performed. If warranted, 
safety screening procedures will include periodically screening indoor air for volatile organic vapors 
with a calibrated photoionization detector when workers present in the lower level of the mill 
building identify potential indoor air issues. If results indicate further action is warranted, 
appropriate engineering controls (such as use of industrial fans) will be implemented. 

Is a vapor intrusion mitigation system proposed for this Brownfields Property? 
☒ Yes ☐ No  ☐ Unknown 

If yes, provide the date the plan was submitted to the Brownfields Program. 
3/14/2018 
Attach the plan. 

Has the vapor mitigation plan been approved by the NC Brownfields Program? 
☐ Yes  ☒ No ☐ Unknown 
Has the vapor mitigation plan been signed and sealed by a North Carolina professional engineer? 
☒ Yes    ☐ No 

What are the components of the vapor intrusion mitigation system? 
☒ Sub‐slab depressurization system 
☐ Sub‐membrane depressurization system 
☐ Block‐wall depressurization system 
☐ Drain tile depressurization system 
☒ Passive mitigation methods 
☒ Vapor barriers 
☒ Perforated piping vented to exterior 
☒ Other method: If warranted based upon post‐construction indoor air sampling data, the passive 
system can be activated by installing blowers. 

Please provide a contingency plan in the event unknown tanks, drums, fuel lines, landfills, or 
other waste materials are encountered during site activities. 

PART 9. CONTINGENCY FOR ENCOUNTERING UNKNOWN TANKS, DRUMS, OR OTHER WASTE 
MATERIALS 
PART 8 – Vapor Mitigation System – Please fill out the information below . 
Table 1 (Page 1 of 2)Summary of Soil Analytical DataDunavant Street Charlotte, North CarolinaBrownfields ID: 19038-15-060H&H Job No. RMR-002Location Sample ID SB-1 (5-7') SB-3 (5-7') SB-4 (6-8') TMW-2 (10-12') 1P/7' 1F/5' 1F/8' UST-S-1 UST-S-2 DD-S-1 DD-S-2 BN-S-1 BN-S-2 BN-S-3 Depth (ft bgs) 5-7 5-7 6-8 10-127588811111Sample Date 4/15/2014 4/15/2014 4/15/2014 4/15/2013 August 1989 August 1989 August 1989 7/30/1998 7/30/1998 7/30/1998 7/30/1998 7/30/1998 7/30/1998 7/30/1998Protection of Groundwater 1Residential2Industrial3 UnitsVOCs (8260B)Acetone<0.0548 <0.0575 <0.05490.308-- -- -- NA NA NA NA NA NA NA25 12,000 140,000Benzene<0.00219 <0.0023 <0.00220.00662 0.00413.9 12<0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00560.0073 1.2 5Carbon disulfide<0.00548 <0.00575 <0.00549 <0.00673 -- -- -- NA NA NA NA NA NA NA4.1 160 740.0Ethylbenzene<0.00219 <0.0023 <0.00228.97BRL21 51<0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.005613 6.1 27Isopropylbenzene<0.00219 <0.0023 <0.00220.39-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00562.3 410 2,100Naphthalene<0.00548 <0.005750.005499.59-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00560.39 4.1 18n-Butylbenzene<0.00219 <0.0023 <0.00220.259-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00564.5 780 12,000n-Propylbenzene<0.00219 <0.0023 <0.00226.29-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00562.6 780 5,100p-Isopropyltoluene<0.00219 <0.0023 <0.00220.236-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00561.24 -- --sec-Butylbenzene<0.00219 <0.0023 <0.00220.12-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00564.1 1,600 23,000Toluene<0.00219 <0.0023 <0.00220.317 0.0006120 120<0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.00568.3 990 9,700Trichlorofluoromethane<0.00219 <0.00230 <0.0022 <0.00269 -- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.005625 4,700 70,0001,2,4-Trimethylbenzene<0.00219 <0.0023 <0.002232.6-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.005612 63 3701,3,5-Trimethylbenzene<0.00219 <0.0023 <0.002214.0-- -- -- <0.006 <0.0059 <0.0063 <0.0058 <0.006 <0.0059 <0.005611 56 320Xylenes (Total)<0.00548 <0.00575 <0.0054945.50.000685 210<0.012 <0.012 <0.013 <0.012 <0.012 <0.012 <0.0119.9 120 530SVOCs (8270D)Benzo[a]anthracene<0.0670 <0.0657 <0.0670 <0.0663 NANA NA<0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.80.35 1.1 21Benzo[a]pyrene<0.0670<0.0657<0.0670<0.0663 NA NA NA<0.400 <0.390 <2.1<1.9<2.0<1.9 <1.80.12 0.11 2.1Benzo[b]fluoranthene<0.0670 <0.0657 <0.0670 <0.0663NA NA NA<0.400 <0.390 <2.1 <1.9 <2.0<1.9 <1.81.2 1.1 21.0Benzo[g,h,i]perylene<0.0670 <0.0657 <0.0670 <0.0663 NA NA NA <0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.815,600 -- --Benzo[k]fluoranthene<0.0670 <0.0657 <0.0670 <0.0663 NA NA NA <0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.812 11 210.0Chrysene<0.0670 <0.0657 <0.0670 <0.0663 NA NA NA <0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.836 110 2,100Fluoranthene<0.0670 <0.0657 <0.0670 <0.0663 NA NA NA <0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.8670 480 6,000Indeno[1,2,3-cd]pyrene<0.0670 <0.0657 <0.0670 <0.0663 NA NA NA <0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.81.1 3.9 21Naphthalene<0.0670 <0.0657 <0.06700.271NA NA NA<0.400 <0.390 <2.1 <1.9 <2.0<1.9 <1.80.39 4.1 18Pyrene<0.0670 <0.0657 <0.0670 <0.0663 NA NA NA <0.400 <0.390 <2.1 <1.9 <2.0 <1.9 <1.8440 360 4,500HSL Metals (6010C/7471/7196)AntimonyNA NA NA NA NA NA NA NA NA NA NA NA NA --0.90 6.3 93ArsenicNA NA NA NA NA NA NA NA NA <0.634.0 1.2 1.0--5.8 0.68 3.0BerylliumNA NA NA NA NA NA NA NA NA NA NA NA NA --63 31 470CadmiumNA NA NA NA NA NA NA NA NA <1.31.4<1.2 <1.2 --3.0 14 200Chromium⁴NA NA NA NANA NA NA NA NA110 23 20 26--360,000⁴23,000⁴350,0004Chromium VI (Hexavalent)NA NA NA NANA NA NA NA NANA NA NA NA --3.8 0.31 6.5CopperNA NA NA NANA NA NA NA NANA NA NA NA --700 630 9,300LeadNA NA NA NANA NA NA NA NA59 140 48 59--270 400 800ManganeseNA NA NA NANA NA NA NA NANA NA NA NA --65 380 5,600NickelNA NA NA NANA NA NA NA NANA NA NA NA --130 310 4,700SeleniumNA NA NA NANA NA NA NA NA<0.63 <0.58 <0.60 <0.59 --2.1 78 1,200SilverNA NA NA NANA NA NA NA NA<6.3 <5.8 <6.0 <5.9 --3.4 78 1,200ThalliumNA NA NA NANA NA NA NA NANA NA NA NA --0.28 0.16 2.3ZincNA NA NA NANA NA NA NA NANA NA NA NA --1,200 4,700 70,000MercuryNA NA NA NANA NA NA NA NA0.085 0.11 0.049 0.043--1 2.3 9.7Notes:1) Analytical results compared to the Inactive Hazardous Sites Branch (IHSB) protection of groundwater preliminary soil remediation goals (PSRGs) revised February 20182) Analytical results compared to the IHSB Residential based PSRGs revised February 20183) Analytical results compared to the IHSB Industrial based PSRGs revised February 20184) Because Chromium (VI) was not detected, Chromium (III) screening criteria used for total ChromiumOnly those compounds detected in at least one sample shown aboveBold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined indicates exceedance of Industrial PSRGMethod number follows parameter in parenthesisTotal Petroleum Hydrocarbons (TPH) were detected at concentrations of 0.130 mg/kg, 6,300 mg/kg, and 13,000 mg/kg in August 1989 soil samples 1P/7', 1F/5', and 1F/8', respectively. TPH was not detected at concentrations above laboratory reporting limits in the August 1993 soil sample collected by Law. VOCs = volatile organic compounds; SVOCs = semi-volatile organic compoundsNA = not analyzed; -- = Not applicable or Not Known; BRL = Constituent not detected at or above laboratory reporting limitmg/kg = milligrams per kilogram2135 Dunavant Street2115 Dunavant StreetScreening Criteria mg/kgS:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\EMP\Site Analytical Data3/19/2018Table 1 (Page 1 of 2)Hart & Hickman, PC
Table 1 (Page 2 of 2)Summary of Soil Analytical DataDunavant Street Charlotte, North CarolinaBrownfields ID: 19038-15-060H&H Job No. RMR-002Location Sample ID PS-SB-1 PS-SB-2 PS-SB-3 SB-1 (9-10') SB-2 (1-2') SB-2 (5-6') SB-3 (7-8') SB-4 (4-5') SB-4 (10-11') Depth (ft bgs) 2-4 14-16 12-14 9-10 1-2 5-6 7-8 4-5 10-11Sample Date 10/18/2006 10/18/2006 10/18/2006 5/2/2014 5/2/2014 5/2/2014 5/2/2014 5/2/2014 5/2/2014Protection of Groundwater 1Residential2Industrial 3 UnitsVOCs (8260B)Acetone<0.024 <0.021 <0.018 <0.0501 <0.04830.172<0.0570.0811 0.0689 25 12,000 140,000Benzene<0.0036 <0.0032 <0.0027 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.001990.0073 1.2 5Carbon disulfide<0.012 <0.011 <0.0089 <0.00501 <0.00483 <0.00585 <0.005170.0146<0.004974.1 160 740.0Ethylbenzene<0.0059 <0.0053 <0.0045 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.0019913 6.1 27Isopropylbenzene<0.012 <0.011 <0.0089 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.001992.3 410 2,100Naphthalene<0.0059 <0.0053 <0.0045 <0.00501 <0.00483 <0.00585 <0.00517 <0.00495 <0.004970.39 4.1 18n-Butylbenzene<0.018 <0.016 <0.013 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.001994.5 780 12,000n-Propylbenzene<0.012 <0.011 <0.0089 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.001992.6 780 5,100p-Isopropyltoluene<0.018 <0.016 <0.013 <0.00200 <0.001930.139<0.002070.00509 0.00298 1.24 -- --sec-Butylbenzene<0.018 <0.016 <0.013 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.001994.1 1,600 23,000Toluene<0.0059 <0.0053 <0.0045 <0.00200 <0.001930.013<0.00207 <0.00198 <0.001998.3 990 9,700Trichlorofluoromethane 0.024<0.0053 <0.0045 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.0019925 4,700 70,0001,2,4-Trimethylbenzene<0.012 <0.011 <0.0089 <0.00200 <0.001930.00384<0.00207 <0.00198 <0.0019912 63 3701,3,5-Trimethylbenzene<0.012 <0.011 <0.0089 <0.00200 <0.00193 <0.00234 <0.00207 <0.00198 <0.0019911 56 320Xylenes (Total)<0.012 <0.011 <0.0089 <0.00501 <0.00483 <0.00585 <0.00517 <0.00495 <0.004979.9 120 530SVOCs (8270D)Benzo[a]anthraceneNA NA NA <0.06660.0824<0.0666 <0.0667 <0.0669 <0.06660.35 1.1 21Benzo[a]pyreneNA NA NA <0.06660.121<0.0666 <0.0667 <0.0669 <0.06660.12 0.11 2.1Benzo[b]fluorantheneNA NA NA <0.06660.27<0.0666 <0.0667 <0.0669 <0.06661.2 1.1 21.0Benzo[g,h,i]peryleneNA NA NA <0.06660.134<0.0666 <0.0667 <0.0669 <0.066615,600 -- --Benzo[k]fluorantheneNA NA NA <0.06660.0767<0.0666 <0.0667 <0.0669 <0.066612 11 210ChryseneNA NA NA <0.06660.114<0.0666 <0.0667 <0.0669 <0.066636 110 2,100FluorantheneNA NA NA <0.06660.143<0.0666 <0.0667 <0.0669 <0.0666670 480 6,000Indeno[1,2,3-cd]pyreneNA NA NA <0.06660.118<0.0666 <0.0667 <0.0669 <0.06661.1 3.9 21NaphthaleneNA NA NA <0.0666 <0.0659 <0.0666 <0.0667 <0.0669 <0.06660.39 4.1 18PyreneNA NA NA <0.06660.125<0.0666 <0.0667 <0.0669 <0.0666440 360 4,500HSL Metals (6010C/7471/7196)AntimonyNA NA NA <11.9 <11.6 <13.3 <11.8 <12.2 <12.10.90 6.3 93ArsenicNA NA NA <2.39 <2.33 <2.664.33 6.05<2.435.8 0.68 3.0BerylliumNA NA NA <1.19 <1.16 <1.33 <1.18 <1.22 <1.2163 31 470CadmiumNA NA NA <1.19 <1.16 <1.33 <1.18 <1.22 <1.213.0 14 200Chromium⁴NA NA NA30.6 21.2 15.4 392 40.6 43.5360,000⁴23,000⁴350,0004Chromium VI (Hexavalent)NA NA NA <5.83 <5.79 <6.55 <5.82 <6.09 <5.943.8 0.31 6.5CopperNA NA NA40.2 14.3 65.3 29.7 20.6 25.7 700 630 9,300LeadNA NA NA8.15 5.47 11.3 5.81 44.9 9.81 270 400 800ManganeseNA NA NA600 86 361 1,570 247 491 65 380 5,600NickelNA NA NA10.4 2.87 10.9 110 11.4 11.5 130 310 4,700SeleniumNA NA NA <2.39 <2.33 <2.66 <2.35 <2.44 <2.432.1 78 1,200SilverNA NA NA <1.19 <1.16 <1.33 <1.18 <1.22 <1.213.4 78 1,200ThalliumNA NA NA <2.39 <2.33 <2.66 <2.35 <2.44 <2.430.28 0.16 2.3ZincNA NA NA84.4<11.6106 152 49.1 33.1 1,200 4,700 70,000MercuryNA NA NA <0.118 <0.118 <0.13 <0.120 <0.121 <0.1161 2.3 9.7Notes:1) Analytical results compared to the Inactive Hazardous Sites Branch (IHSB) protection of groundwater preliminary soil remediation goals (PSRGs) dated February 20182) Analytical results compared to the IHSB Residential based PSRGs dated February 20183) Analytical results compared to the IHSB Industrial based PSRGs dated February 20184) Because Chromium (VI) was not detected, Chromium (III) screening criteria used for total ChromiumOnly those compounds detected in at least one sample shown aboveBold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined indicates exceedance of Industrial PSRGMethod number follows parameter in parenthesisTotal Petroleum Hydrocarbons (TPH) were detected at concentrations of 0.130 mg/kg, 6,300 mg/kg, and 13,000 mg/kg in August 1989 soil samples 1P/7', 1F/5', and 1F/8', respectively. See Page 1 note associated with 1993 TPH results.VOCs = volatile organic compounds; SVOCs = semi-volatile organic compoundsNA = not analyzed; -- = Not applicable or Not Known; BRL = Constituent not detected at or above laboratory reporting limitmg/kg = milligrams per kilogramScreening Criteria 2205 Dunavant Streetmg/kgS:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\EMP\Site Analytical Data3/19/2018Table 1 (Page 2 of 2)Hart & Hickman, PC
Table 2 (Page 1 of 1)Summary of Groundwater Analytical DataDunavant Street PropertiesCharlotte, North CarolinaBrownfields ID: 19038-15-060H&H Job No. RMR-002Location Sample ID TMW-1 TMW-2 TMW-3 MW-1 MW-2 MW-3 MW-4 PS-GW-1 PS-GW-3Sample Dates4/15/2014 (VOCs) 5/2/2014 (SVOCs)4/15/2014 (VOCs) 5/2/2014 (SVOCs)4/15/2014 (VOCs) 5/2/2014 (SVOCs)9/26/1997 9/26/1997 9/26/1997 9/26/1997 10/23/2006 10/23/2006DEQ 2L Groundwater Standard1DWM VI Residential GWSL²DWM VI Non-Residential GWSL³ UnitsVOCs (8260B)Benzene <1.005.26<1.00290<5.0 <5.0 <5.0 <1.0 <1.0 1 16 69.3cis-1,2-Dichloroethene <1.00 <1.00 <1.0074<5.0 6.2 <5.0 7.4 5.4 70 -- --1,2-Dichloroethane <1.00 <1.00 <1.00 <5.0 <5.0 <5.0 --1.0<1.0 0.4 22.4 97.8Ethylbenzene <1.00 119 <1.00 110 <5.0 <5.0 <5.0 <1.0 <1.0 600 34.9 152Isopropylbenzene <1.00 21.8 <1.00 40 <5.0 <5.0 <5.0 <1.0 <1.0 70 177 745Isopropyl Ether <2.00 <2.00 <2.00 38 <5.0 <5.0 <5.0 1.8 0.82 J 70 1,390 5,860Methyl tert-butyl ether (MTBE) <1.00 1.95 2.42380<5.0 <5.0 <5.0 3.2 <1.0 20 4,500 19,700Naphthalene <5.0064 6.53<10 <10 <10 <10 <1.0 <1.0 6 34.8 146n-Propylbenzene <1.00 23.1 <1.00 31 <5.0 <5.0 <5.0 <1.0 <1.0 70 486 2,040p-Isopropyltoluene <1.00 6.88 <1.00 <5.0 <5.0 -- -- <1.0 <1.0 -- -- --sec-Butylbenzene <1.00 3.36 <1.00 9.6 <5.0 <5.0 <5.0 <1.0 <1.0 70 -- --tert-Butylbenzene <1.00 1.32 <1.00 <5.0 <5.0 <5.0 <5.0 <1.0 <1.0 70 -- --Tetrachloroethene <1.00 <1.00 <1.00 <5.0 <5.07.0<5.01.2 1.60.7 11.5 48.4Toluene <1.00 6.77 <1.00 16 <5.0 <5.0 <5.0 <1.0 <1.0 600 3,840 16,100Trichloroethene <1.00 <1.00 <1.00300<5.06009.0841103 1.04 4.35Trichlorofluoromethane <1.00 <1.00 <1.00 <5.0 <5.0 <5.0 -- 5.9 17 2,000 --- ---1,2,4-Trimethylbenzene <1.00 141<1.00 53<5.0 <5.0 <5.0 <1.0 <1.0 400 5 2101,3,5-Trimethylbenzene <1.00 91.1 <1.00 19 <5.0 <5.0 <5.0 <1.0 <1.0 400 3.5 150Xylenes (Total) <3.00 233 <3.00 <5.0 <5.0 <5.0 <5.0 <3.0 <3.0 500 76.9 323PAHs (8270D)Naphthalene <2.0416.4<1.96 NA NA NA NA NA NA 6 34.8 146Notes:1) Analytical results compared to 15A NCAC 02L .0202 Groundwater Standards, revised April 20132) Analytical results compared to Division of Waste Management (DWM) Vapor Intrusion Residential Groundwater Screening Level (GWSL) revised February 20183) Analytical results compared to DWM Vapor Intrusion Non-Residential GWSL revised February 2018Only those compounds detected in at least one sample shown aboveBold indicates an exceedance of the DEQ 2L Groundwater Standard Gray shading indicates an exceedance of the DWM VI Residential GWSL Underlined indicates an exceedance of the DWM VI Non-Residential GWSLMethod number follows parameter in parenthesisVOCs = volatile organic compounds; PAHs = polynuclear aromatic hydrocarbons -- = Not applicable or Not Known"J" indicates a laboratory estimated concentration detected between the laboratory method detection limit and the laboratory reporting limit. µg/L = micrograms per LiterScreening Criteria 2115 Dunavant Street 2135 Dunavant Street 2205 Dunavant Streetµg/LS:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\EMP\Site Analytical Data3/19/2018Table 2 (Page 1 of 1)Hart & Hickman, PC
Table 4Summary of In Situ Soil Characterization Analytical Results Dunavant Street2250 Hawkins StreetCharlotte, North CarolinaH&H Job No. RMR-002Excavation BasinCharacterization DepthSample IDEX-1S EX-1-1 EX-1-2 EX-1D EX-1-1 EX-1-3 EX-2S EX-2-2 EX-2-3 EX-2D EX-2-1 EX-2-2Sample Date3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018Sample TypeComposite Grab Grab Composite Grab Grab Composite Grab Grab Composite GrabGrabSample Depth (ft bgs)1-5 2-3 4-5 5-10 8-9 6-7 1-5 1-2 3-4 5-10 8-9 6-7VOCs (8260B) mg/kgAcetoneNA<0.026<0.027NA<0.029 <0.046NA <0.033 <0.029 NA <0.027 <0.0342512,000 140,0002-Butanone (MEK)NA<0.019 <0.020NA<0.022 <0.035NA<0.024 <0.022NA<0.020 <0.025175,500 40,000n-ButylbenzeneNA<0.00077 <0.00080NA<0.00087 <0.0014NA <0.00098 <0.00087 NA <0.00081 <0.00104.57801,200sec-ButylbenzeneNA<0.0011<0.0011NA<0.0012 <0.0020NA <0.0014 <0.0012 NA <0.0012 <0.00144.11,600 23,000tert-ButylbenzeneNA<0.00099<0.0010NA<0.0011 <0.0018NA <0.0013 <0.0011 NA <0.0010 <0.00133.11,600 23,000EthylbenzeneNA<0.00088 <0.00092NA<0.0010 <0.0016NA <0.0011 <0.00099 NA <0.00093 <0.0011136.127Isopropylbenzene (Cumene)NA<0.00077 <0.00080NA<0.00087 <0.0014NA <0.00098 <0.00087 NA <0.00081 <0.00102.34102,100p-Isopropyltoluene (p-Cymene)NA<0.00088 <0.00092NA<0.0010 <0.0016NA <0.0011 <0.00099 NA <0.00093 <0.00111.24----NaphthaleneNA<0.00077<0.00080NA<0.00087 <0.0014NA <0.00098 <0.00087 NA <0.00081 <0.00100.394.118n-PropylbenzeneNA<0.00077 <0.00080NA<0.00087 <0.0014NA <0.00098 <0.00087 NA <0.00081 <0.00102.67805,100TolueneNA<0.00088<0.00092NA<0.0010 <0.0016NA <0.0011 <0.00099 NA <0.00093 <0.00118.39909,7001,2,4-TrimethylbenzeneNA<0.00088 <0.00092NA<0.0010 <0.0016NA <0.0011 <0.00099 NA <0.00093 <0.001112633701,3,5-TrimethylbenzeneNA<0.00066 <0.00069NA<0.00075 <0.0012NA <0.00084 <0.00074 NA <0.00069 <0.000861156320m+p XyleneNA<0.0019 <0.0019NA<0.0021 <0.0034NA <0.0024 <0.0021 NA <0.0020 <0.00249.8120500o-XyleneNA<0.00077<0.00080NA<0.00087 <0.0014NA <0.00098 <0.00087 NA <0.00081 <0.00109.8140590SVOCs (8270D) mg/kg1-Methylnaphthalene<0.081NA NA<0.091 NA NA<0.078NA NA<0.089NA NA0.11 18 732-Methylnaphthalene<0.074NA NA<0.083 NA NA<0.071NA NA<0.081NA NA3.1 48 600Naphthalene<0.11NA NA<0.12 NA NA<0.10NA NA<0.12NA NA0.39 4.1 18Metals (6020/SW-846) mg/kgArsenic2.3NA NA <1.2 NA NA2.3NA NA<1.1NA NA5.80.683Barium42NA NA40NA NA27NA NA59NA NA5803,100 47,000Cadmium<0.13 NA NA <0.14 NA NA<0.13NA NA<0.14NA NA314200Chromium (total)45NA NA89NA NA37NA NA69NA NANENENEHexavalent Chromium<0.098 NA NA1.1. DL-03, JNA NA<0.24, DL-03NA NA<0.27, DL-03NA NA3.8 0.31 6.5Trivalent Chromium 45NA NA87.9NA NA37NA NA69NA NA360,000 23,000 350,000Lead 10NA NA10NA NA9.4, M-10NA NA7.9, M-10NA NA270 400 800Mercury 0.049NA NA0.019, JNA NA0.068NA NA0.11NA NA1.0 2.3 9.7Selenium<17NA NA<20, DL‐04, V‐05NA NA <3.5 NA NA <3.8 NA NA2.1 78 1,200Silver<1.2NA NA<1.4, DL‐04NA NA<0.49, DL-04NA NA <1.3, DL-04 NA NA3.4 78 1,200Notes1)North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (February 2018).With the exception of metals, only those compounds detected in at least one sample are shown.Soil concentrations are reported in milligrams per kilogram (mg/kg). Laboratory analytical methods are shown in parentheses.Bold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined values indicates an exceedance of Industrial PSRG.ft bgs = feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; NE = not established; -- = not applicable; NA = not analyzedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. M-10=The reporting limit verification for the AIHA lead program is outside of control limits for this element. Any reported result at or near the detection limit may be biased on the high side.DL-04=Elevated reporting limit due to high concentration of an interfering analyte(s). DL-03=Elevated reporting limit due to matrixMS-16= The matrix spike is outside of control limits. pH and ORP results were indicative of reducing conditions. Analysis is in control based on LCS recoveries.V-05=Continuing calibration did not meet method specifications and was biased on the low side for the compound. Reported results is estimated.R-04=Duplicate relative percent difference is a less useful indicator of sample precision for sample results that are <5 times the reporting limit.MS-19=Sample to spike ratio is greater than or equal to 4:1. Spiked amount is not representative of the native amount in the sample. Appropriate or meaningful recoveries cannot be calculated. MS-11=Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias forreported result or non-homogeneous sample aliquots cannot be eliminated.MS-07=Matrix spike recovery is outside of control limits. Analysis is in control. Possibility of low bias for reported result or non-homogeneous sample aliquot cannot be eliminated.EX-1Deeper SoilShallow SoilEX-2Shallow SoilDeeper SoilScreening CriteriaProtection of Groundwater (1)Residential PSRGs (1) Industrial PSRGs (1)S:\AAA‐Master Projects\Ram Realty ‐ RMR\RMR‐002 Dunavant Street Brownfields\In Situ Soil Characterization Rpt\tables\for use\In Situ Soil Characterization Data Summary Table_201803193/19/2018Table 4 (Page 1 of 6) Hart & Hickman, PC
Table 4 Summary of In Situ Soil Characterization Analytical Results Dunavant Street2250 Hawkins StreetCharlotte, North CarolinaH&H Job No. RMR-002Excavation BasinCharacterization DepthSample IDSample DateSample TypeSample Depth (ft bgs)VOCs (8260B) mg/kgAcetone2-Butanone (MEK)n-Butylbenzenesec-Butylbenzenetert-ButylbenzeneEthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Naphthalenen-PropylbenzeneToluene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenem+p Xyleneo-XyleneSVOCs (8270D) mg/kg1-Methylnaphthalene2-MethylnaphthaleneNaphthaleneMetals (6020/SW-846) mg/kgArsenicBariumCadmiumChromium (total)Hexavalent ChromiumTrivalent ChromiumLeadMercurySeleniumSilverEX-3S EX-3-1 EX-3-3 EX-3D EX-3-1 EX-3-2 EX-4S EX-4-2 EX-4-3 EX-4D EX-4-2 EX-4-33/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018Composite Grab Grab Composite Grab Grab Composite Grab Grab Composite GrabGrab1-5 2-3 4-5 5-10 9-10 6-7 1-5 4-5 2-3 5-10 9-10 7-8NA <0.030 <0.032 NA <0.026 <0.029 NA <9.2 <0.037 NA <48 <0.0282512,000 140,000NA<0.022 <0.024NA<0.019 <0.021NA<2.2 <0.028NA<12 <0.02117 5,500 40,000NA <0.00089 <0.00096 NA <0.00077 <0.00086 NA27<0.0011 NA88<0.000834.5 780 1,200NA <0.0013 <0.0014 NA <0.0011 <0.0012 NA3.7<0.0016 NA14<0.00124.1 1,600 23,000NA <0.0011 <0.0012 NA <0.00099 <0.0011 NA <0.11 <0.0014 NA <0.59 <0.00113.1 1,600 23,000NA <0.0010 <0.0011 NA <0.00088 <0.00098 NA4.7<0.0013 NA38<0.00095136.127NA <0.00089 <0.00096 NA <0.00077 <0.00086 NA2.6<0.0011 NA18<0.000832.34102,100NA <0.0010 <0.0011 NA <0.00088 <0.00098 NA1.8<0.0013 NA19<0.000951.24----NA <0.00089 <0.00096 NA <0.00077 <0.00086 NA6.5<0.0011 NA59<0.000830.39 4.1 18NA <0.00089 <0.00096 NA <0.00077 <0.00086 NA11<0.0011 NA74<0.000832.6 780 5,100NA <0.0010 <0.0011 NA <0.00088 <0.00098 NA0.46<0.0013 NA2.8<0.000958.3 990 9,700NA <0.0010 <0.0011 NA <0.00088 <0.00098 NA87<0.0013 NA630<0.000951263370NA <0.00076 <0.00082 NA <0.00066 <0.00074 NA35<0.00095 NA210<0.000721156320NA <0.0022 <0.0023 NA <0.0019 <0.0021 NA28<0.0027 NA110<0.00209.8120500NA <0.00089 <0.00096 NA <0.00077 <0.00086 NA9.5<0.0011 NA81<0.000839.8140590<0.086NA NA<0.095 NA NA <0.17NA NA1.0NA NA0.111873<0.078NA NA<0.086 NA NA <0.16NA NA2.4NA NA3.148600<0.12NA NA<0.13 NA NA <0.23NA NA0.53NA NA0.394.118<1.2NA NA<1.3NA NA2.8NA NA<1.2NA NA5.80.68316NA NA45NA NA31NA NA23NA NA5803,100 47,000<0.14NA NA<0.15NA NA0.26NA NA<0.14NA NA31420066NA NA51NA NA38NA NA26NA NANENENE<0.26, DL-03NA NA<0.29, DL-03NA NA<0.27, DL-03NA NA<0.26, DL-03NA NA3.8 0.31 6.566NA NA51NA NA38NA NA26NA NA360,000 23,000 350,0008.1, M-10NA NA8.5, M-10NA NA26, M-10NA NA11, M-10NA NA270 400 8000.069NA NA0.035, JNA NA0.10NA NA0.019, JNA NA1.0 2.3 9.7<3.8 NA NA <4.2 NA NA <3.8 NA NA <3.9 NA NA2.1 78 1,200<2.7, DL-04 NA NA <1.5 NA NA <1.3, DL-04 NA NA <1.4, DL-04 NA NA3.4 78 1,200Notes1)North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (February 2018).With the exception of metals, only those compounds detected in at least one sample are shown.Soil concentrations are reported in milligrams per kilogram (mg/kg). Laboratory analytical methods are shown in parentheses.Bold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined values indicates an exceedance of Industrial PSRG.ft bgs = feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; NE = not established; -- = not applicable; NA = not analyzedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. M-10=The reporting limit verification for the AIHA lead program is outside of control limits for this element. Any reported result at or near the detection limit may be biased on the high side.DL-04=Elevated reporting limit due to high concentration of an interfering analyte(s). DL-03=Elevated reporting limit due to matrixMS-16= The matrix spike is outside of control limits. pH and ORP results were indicative of reducing conditions. Analysis is in control based on LCS recoveries.V-05=Continuing calibration did not meet method specifications and was biased on the low side for the compound. Reported results is estimated.R-04=Duplicate relative percent difference is a less useful indicator of sample precision for sample results that are <5 times the reporting limit.MS-07=Matrix spike recovery is outside of control limits. Analysis is in control. P MS-19=Sample to spike ratio is greater than or equal to 4:1. Spiked amount is not representative of the native amount in the sample. Appropriate or meaningful recoveries cannot be calculated. MS-11=Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias forreported result or non-homogeneous sample aliquots cannot be eliminated.EX-3Shallow SoilDeeper SoilEX-4Shallow SoilDeeper SoilScreening CriteriaProtection of Groundwater (1)Residential PSRGs (1) Industrial PSRGs (1)S:\AAA‐Master Projects\Ram Realty ‐ RMR\RMR‐002 Dunavant Street Brownfields\In Situ Soil Characterization Rpt\tables\for use\In Situ Soil Characterization Data Summary Table_201803193/19/2018Table 4 (Page 2 of 6) Hart & Hickman, PC
Table 4 Summary of In Situ Soil Characterization Analytical Results Dunavant Street2250 Hawkins StreetCharlotte, North CarolinaH&H Job No. RMR-002Excavation BasinCharacterization DepthSample IDSample DateSample TypeSample Depth (ft bgs)VOCs (8260B) mg/kgAcetone2-Butanone (MEK)n-Butylbenzenesec-Butylbenzenetert-ButylbenzeneEthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Naphthalenen-PropylbenzeneToluene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenem+p Xyleneo-XyleneSVOCs (8270D) mg/kg1-Methylnaphthalene2-MethylnaphthaleneNaphthaleneMetals (6020/SW-846) mg/kgArsenicBariumCadmiumChromium (total)Hexavalent ChromiumTrivalent ChromiumLeadMercurySeleniumSilverEX-5S EX-5-1 EX-5-3 EX-5D EX-5-1 EX-5-3 EX-6S EX-6-2 EX-6-3 EX-6D EX-6-1 EX-6-33/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/1/2018 3/1/2018 3/1/2018 3/1/2018 3/1/2018 3/1/2018Composite Grab Grab Composite Grab Grab Composite Grab Grab Composite GrabGrab1-5 4-5 2-3 5-10 9-10 6-7 1-5 1-2 3-4 5-10 9-10 8-9NA <0.032 <0.030 NA <0.025 <0.025 NA <0.027 <0.037 NA <0.030 <0.0292512,000 140,000NA<0.024 <0.023NA<0.019 <0.018NA<0.020 <0.028NA<0.023 <0.022175,500 40,000NA <0.00094 <0.00090 NA <0.00075 <0.00074 NA <0.00082 <0.0011 NA <0.00091<0.000874.57801,200NA <0.0013 <0.0013 NA <0.0011 <0.0011 NA <0.0012 <0.0016 NA <0.0013 <0.00124.11,600 23,000NA <0.0012 <0.0012 NA <0.00096 <0.00095NA <0.0010 <0.0014 NA <0.0012 <0.00113.11,600 23,000NA <0.0011 <0.0010 NA <0.00085 <0.00084NA <0.00093 <0.0013 NA <0.0010 <0.0010136.127NA <0.00094 <0.00090 NA <0.00075 <0.00074 NA <0.00082 <0.0011 NA <0.00091<0.000872.34102,100NA <0.0011 <0.0010 NA <0.00085 <0.00084NA <0.00093 <0.0013 NA <0.0010 <0.00101.24----NA <0.00094 <0.00090 NA <0.00075 <0.00074 NA <0.00082 <0.0011 NA <0.00091<0.000870.394.118NA <0.00094 <0.00090 NA <0.00075 <0.00074 NA <0.00082 <0.0011 NA <0.00091<0.000872.67805,100NA <0.0011 <0.0010 NA <0.00085 <0.00084NA <0.00093 <0.0013 NA <0.0010 <0.00108.39909,700NA <0.0011 <0.0010 NA <0.00085 <0.00084NA <0.00093 <0.0013 NA <0.0010 <0.00101263370NA <0.00081 <0.00078 NA <0.00064 <0.00063 NA <0.00070 <0.00094 NA <0.00078 <0.000751156320NA <0.0023 <0.0022 NA <0.0018 <0.0018 NA <0.0020 <0.0027 NA <0.0022 <0.00219.8120500NA <0.00094 <0.00090 NA <0.00075 <0.00074 NA <0.00082 <0.0011 NA <0.00091<0.000879.8140590<0.078NA NA<0.089NA NA<0.086NA NA<0.092NA NA0.111873<0.071NA NA<0.081NA NA<0.078NA NA<0.084NA NA3.148600<0.10NA NA<0.12NA NA<0.11NA NA<0.12NA NA0.394.1181.9, JNANA<1.2NA NA<1.1NA NA<1.2NA NA5.80.68342NA NA89NA NA72NA NA43NA NA5803,100 47,0000.14, JNA NA<0.14NA NA<0.13NA NA<0.14NA NA31420036NA NA33NA NA61NA NA26NA NANENENE<0.24, DL-03NA NA<0.27, DL-03NA NA<0.26, DL-03NA NA<0.11, DL-03NA NA3.8 0.31 6.536NA NA33NA NA61NA NA 26 NA NA360,000 23,000 350,00020, M-10NA NA6.4, M-10NA NA8.2, M-10NA NA6.0, M-10NA NA270 400 8000.086NA NA0.054NA NA0.063NA NA0.0082, JNA NA1.0 2.3 9.7<3.2 NA NA <3.9 NA NA <3.7 NA NA <3.9 NA NA2.1 78 1,200<1.1, DL-04 NA NA <1.4, DL-04 NA NA <1.3, DL-04 NA NA<0.55, DL-04NA NA3.4 78 1,200Notes1)North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (February 2018).With the exception of metals, only those compounds detected in at least one sample are shown.Soil concentrations are reported in milligrams per kilogram (mg/kg). Laboratory analytical methods are shown in parentheses.Bold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined values indicates an exceedance of Industrial PSRG.ft bgs = feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; NE = not established; -- = not applicable; NA = not analyzedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. M-10=The reporting limit verification for the AIHA lead program is outside of control limits for this element. Any reported result at or near the detection limit may be biased on the high side.DL-04=Elevated reporting limit due to high concentration of an interfering analyte(s). DL-03=Elevated reporting limit due to matrixMS-16= The matrix spike is outside of control limits. pH and ORP results were indicative of reducing conditions. Analysis is in control based on LCS recoveries.V-05=Continuing calibration did not meet method specifications and was biased on the low side for the compound. Reported results is estimated.R-04=Duplicate relative percent difference is a less useful indicator of sample precision for sample results that are <5 times the reporting limit.MS-07=Matrix spike recovery is outside of control limits. Analysis is in control. P MS-19=Sample to spike ratio is greater than or equal to 4:1. Spiked amount is not representative of the native amount in the sample. Appropriate or meaningful recoveries cannot be calculated. MS-11=Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias forreported result or non-homogeneous sample aliquots cannot be eliminated.EX-5Shallow SoilDeeper SoilEX-6Shallow SoilScreening CriteriaProtection of Groundwater (1)Residential PSRGs (1) Industrial PSRGs (1)Deeper SoilS:\AAA‐Master Projects\Ram Realty ‐ RMR\RMR‐002 Dunavant Street Brownfields\In Situ Soil Characterization Rpt\tables\for use\In Situ Soil Characterization Data Summary Table_201803193/19/2018Table 4 (Page 3 of 6) Hart & Hickman, PC
Table 4 Summary of In Situ Soil Characterization Analytical Results Dunavant Street2250 Hawkins StreetCharlotte, North CarolinaH&H Job No. RMR-002Excavation BasinCharacterization DepthSample IDSample DateSample TypeSample Depth (ft bgs)VOCs (8260B) mg/kgAcetone2-Butanone (MEK)n-Butylbenzenesec-Butylbenzenetert-ButylbenzeneEthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Naphthalenen-PropylbenzeneToluene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenem+p Xyleneo-XyleneSVOCs (8270D) mg/kg1-Methylnaphthalene2-MethylnaphthaleneNaphthaleneMetals (6020/SW-846) mg/kgArsenicBariumCadmiumChromium (total)Hexavalent ChromiumTrivalent ChromiumLeadMercurySeleniumSilverEX-7S EX-7-1 EX-7-2 EX-7D EX-7-2 EX-7-3 EX-8S EX-8-2 EX-8-3 EX-8D EX-8-1 EX-8-33/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/1/2018 3/1/2018 3/1/2018 3/1/2018 3/1/2018 3/1/2018Composite Grab Grab Composite Grab Grab Composite Grab Grab Composite GrabGrab1-5 1-2 4-5 5-10 9-10 6-7 1-5 4-5 1-2 5-10 5-6 8-9NA<0.026 <0.033NA<0.032 <0.028NA <0.034 <0.029NA<0.022 <0.03025 12,000 140,000NA<0.020 <0.025NA<0.024 <0.021NA<0.026 <0.021 NA <0.017 <0.02217 5,500 40,000NA<0.00079 <0.00099NA<0.00096 <0.00084NA <0.0010 <0.00086NA<0.00067 <0.000894.5 780 1,200NA<0.0011 <0.0014NA<0.0014 <0.0012NA <0.0015 <0.0012NA<0.00095 <0.00134.1 1,600 23,000NA<0.0010 <0.0013NA<0.0012 <0.0011NA <0.0013 <0.0011NA<0.00086 <0.00113.1 1,600 23,000NA<0.00090 <0.0011NA<0.0011 <0.00096NA <0.0012 <0.00098NA<0.00076 <0.001013 6.1 27NA<0.00079 <0.00099NA<0.00096 <0.00084NA <0.0010 <0.00086NA<0.00067 <0.000892.3 410 2,100NA<0.00090 <0.0011NA<0.0011 <0.00096NA <0.0012 <0.00098NA<0.00076 <0.00101.24 -- --NA<0.00079 <0.00099NA<0.00096 <0.00084NA <0.0010 <0.00086NA<0.00067 <0.000890.39 4.1 18NA<0.00079 <0.00099NA<0.00096 <0.00084NA <0.0010 <0.00086NA<0.00067 <0.000892.6 780 5,100NA<0.00090 <0.0011NA<0.0011 <0.00096NA <0.0012 <0.00098NA<0.00076 <0.00108.3 990 9,700NA<0.00090 <0.0011NA<0.0011 <0.00096NA <0.0012 <0.00098NA<0.00076<0.00101263370NA<0.00068 <0.00085NA<0.00082 <0.00072NA <0.00088 <0.00074NA<0.00057 <0.000761156320NA<0.0019 <0.0024NA<0.0023 <0.0020NA <0.0025 <0.0021NA<0.0016 <0.00229.8120500NA<0.00079 <0.00099NA<0.00096 <0.00084NA <0.0010 <0.00086NA<0.00067 <0.000899.8140590<0.082 NA NA <0.090 NA NA<0.085NA NA<0.087NA NA0.111873<0.075 NA NA <0.081 NA NA<0.077NA NA<0.079NA NA3.148600<0.11 NA NA <0.12 NA NA<0.11NA NA<0.12NA NA0.394.118<1.1 NA NA <1.2 NA NA1.8, JNA NA<1.1NA NA5.80.68334NA NA99, MS-19NA NA88NA NA130NA NA5803,100 47,0000.17, JNA NA <0.14 NA NA<0.13NA NA<0.14NA NA31420039NA NA50, MS-07NA NA45NA NA24NA NANENENE0.13, DL-03, MS-16, JNA NA0.28, DL-03, JNA NA<0.26, DL-03NA NA<0.26, DL-03NA NA3.8 0.31 6.538.87NA NA49.72NA NA 45 NA NA24NA NA360,000 23,000 350,00021NA NA5.5NA NA9.8, M-10NA NA5.6, M-10NA NA270 400 8000.026, JNA NA0.0073, R-04, JNA NA0.075NA NA0.031, JNA NA1.0 2.3 9.7<18, DL-04, V-05NA NA<19, DL-04, MS-07, V-05NA NA <3.5 NA NA <3.7 NA NA2.1 78 1,200<1.2, DL-04 NA NA <1.4, DL-04 NA NA <1.2, DL-04 NA NA <1.3, DL-04 NA NA3.4 78 1,200Notes1)North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (February 2018).With the exception of metals, only those compounds detected in at least one sample are shown.Soil concentrations are reported in milligrams per kilogram (mg/kg). Laboratory analytical methods are shown in parentheses.Bold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined values indicates an exceedance of Industrial PSRG.ft bgs = feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; NE = not established; -- = not applicable; NA = not analyzedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. M-10=The reporting limit verification for the AIHA lead program is outside of control limits for this element. Any reported result at or near the detection limit may be biased on the high side.DL-04=Elevated reporting limit due to high concentration of an interfering analyte(s). DL-03=Elevated reporting limit due to matrixMS-16= The matrix spike is outside of control limits. pH and ORP results were indicative of reducing conditions. Analysis is in control based on LCS recoveries.V-05=Continuing calibration did not meet method specifications and was biased on the low side for the compound. Reported results is estimated.R-04=Duplicate relative percent difference is a less useful indicator of sample precision for sample results that are <5 times the reporting limit.MS-07=Matrix spike recovery is outside of control limits. Analysis is in control. Possibility of low bias for reported result or non-homogeneous sample aliquot cannot be eliminated.MS-19=Sample to spike ratio is greater than or equal to 4:1. Spiked amount is not representative of the native amount in the sample. Appropriate or meaningful recoveries cannot be calculated. MS-11=Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias forreported result or non-homogeneous sample aliquots cannot be eliminated.Deeper SoilEX-7Shallow SoilDeeper SoilEX-8Shallow SoilScreening CriteriaProtection of Groundwater (1)Residential PSRGs (1) Industrial PSRGs (1)S:\AAA‐Master Projects\Ram Realty ‐ RMR\RMR‐002 Dunavant Street Brownfields\In Situ Soil Characterization Rpt\tables\for use\In Situ Soil Characterization Data Summary Table_201803193/19/2018Table 4 (Page 4 of 6) Hart & Hickman, PC
Table 4 Summary of In Situ Soil Characterization Analytical Results Dunavant Street2250 Hawkins StreetCharlotte, North CarolinaH&H Job No. RMR-002Excavation BasinCharacterization DepthSample IDSample DateSample TypeSample Depth (ft bgs)VOCs (8260B) mg/kgAcetone2-Butanone (MEK)n-Butylbenzenesec-Butylbenzenetert-ButylbenzeneEthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Naphthalenen-PropylbenzeneToluene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenem+p Xyleneo-XyleneSVOCs (8270D) mg/kg1-Methylnaphthalene2-MethylnaphthaleneNaphthaleneMetals (6020/SW-846) mg/kgArsenicBariumCadmiumChromium (total)Hexavalent ChromiumTrivalent ChromiumLeadMercurySeleniumSilverEX-9S EX-9-1 EX-9-2 EX-9D DUP-Comp-1 EX-9-1 DUP-grab-1 EX-9-3 EX-10S EX-10-1 EX-10-2 EX-10D EX-10-1 EX-10-33/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2017 3/2/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018Composite Grab Grab Composite Composite Grab Grab Grab Composite Grab Grab Composite Grab Grab1-5 3-4 2-3 5-10 5-10 9-10 9-10 7-8 1-5 2-3 3-4 5-10 9-10 7-8NA <0.038 <0.031 NA NA <3.7 <0.034 <0.028 NA<0.033 <0.035NA<0.0320.132512,000 140,000NA<0.029 <0.023NA NA<0.91 <0.025 <0.021NA<0.025 <0.026NA<0.0240.021, J 175,500 40,000NA <0.0011 <0.00093 NA NA <0.0580.0018, J<0.00085 NA<0.00099 <0.0011NA<0.00096 <0.000854.57801,200NA <0.0016 <0.0013 NA NA0.20, J 0.0030<0.0012 NA<0.0014 <0.0015NA<0.0014 <0.00124.11,600 23,000NA <0.0015 <0.0012 NA NA0.065, J<0.0013 <0.0011 NA<0.0013 <0.0014NA<0.0012 <0.00113.11,600 23,000NA <0.0013 <0.0011 NA NA <0.050 <0.0012 <0.00097 NA<0.0011 <0.0012NA<0.0011 <0.00097136.127NA <0.0011 <0.00093 NA NA <0.046 <0.0010 <0.00085 NA<0.00099 <0.0011NA<0.00096 <0.000852.34102,100NA <0.0013 <0.0011 NA NA <0.058 <0.0012 <0.00097 NA<0.0011 <0.0012NA<0.0011 <0.000971.24----NA <0.0011 <0.00093 NA NA0.39, J0.0014, J<0.00085 NA<0.00099 <0.0011NA<0.00096 <0.000850.394.118NA <0.0011 <0.00093 NA NA <0.050 <0.0010 <0.00085 NA<0.00099 <0.0011NA<0.00096 <0.000852.67805,100NA <0.0013 <0.0011 NA NA <0.065 <0.0012 <0.00097 NA<0.0011 <0.0012NA<0.0011 <0.000978.39909,700NA <0.0013 <0.0011 NA NA <0.069 <0.0012 <0.00097 NA<0.0011 <0.0012NA<0.0011 <0.000971263370NA <0.00098 <0.00080 NA NA <0.050 <0.00087 <0.00073 NA<0.00085 <0.00090NA<0.00082 <0.000731156320NA <0.0028 <0.0023 NA NA <0.098 <0.0025 <0.0021 NA<0.0024 <0.0026NA<0.0023 <0.00219.8120500NA <0.0011 <0.00093 NA NA <0.050 <0.0010 <0.00085 NA<0.00099 <0.0011NA<0.00096 <0.000859.8140590<0.081NA NA<0.087 <0.090NA NA NA <0.089 NA NA <0.089 NA NA0.111873<0.074NA NA<0.079 <0.081NA NA NA <0.081 NA NA <0.081 NA NA3.148600<0.11NA NA<0.12 <0.12NA NA NA <0.12 NA NA <0.12 NA NA0.394.1181.8, JNA NA<1.1 <1.2NA NA NA <5.9, DL-04 NA NA <5.7, DL-04 NA NA5.80.683130NA NA180 210NA NA NA410NA NA210NA NA5803,100 47,000<0.13NA NA<0.14 <0.14NA NA NA <0.14 NA NA <0.14 NA NA314200120NA NA170 190NA NA NA63NA NA100NA NANENENE<0.25, DL-03NA NA<0.26, DL-03<0.27 NA NA NA<0.11, DL-03NA NA<0.11, DL-03NA NA3.8 0.31 6.5120NA NA170 190NA NA NA63NA NA100NA NA360,000 23,000 350,00016, M-10NA NA3.4, M-10 4.2NA NA NA7.4NA NA2.7NA NA270 400 8000.026, JNA NA0.0096, J 0.013NA NA NA0.011, JNA NA <0.0035 NA NA1.0 2.3 9.7<3.5 NA NA <3.7 <3.9 NA NA NA<19, DL-04, V-05NA NA<19, V-05, DL-04NA NA2.1 78 1,200<0.49, DL-04NA NA <1.3, DL-04 <1.4 NA NA NA <1.4, DL-04 NA NA <1.3, DL-04 NA NA3.4 78 1,200Notes1)North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (February 2018).With the exception of metals, only those compounds detected in at least one sample are shown.Soil concentrations are reported in milligrams per kilogram (mg/kg). Laboratory analytical methods are shown in parentheses.Bold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined values indicates an exceedance of Industrial PSRG.ft bgs = feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; NE = not established; -- = not applicable; NA = not analyzedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. M-10=The reporting limit verification for the AIHA lead program is outside of control limits for this element. Any reported result at or near the detection limit may be biased on the high side.DL-04=Elevated reporting limit due to high concentration of an interfering analyte(s). DL-03=Elevated reporting limit due to matrixMS-16= The matrix spike is outside of control limits. pH and ORP results were indicative of reducing conditions. Analysis is in control based on LCS recoveries.V-05=Continuing calibration did not meet method specifications and was biased on the low side for the compound. Reported results is estimated.R-04=Duplicate relative percent difference is a less useful indicator of sample precision for sample results that are <5 times the reporting limit.MS-07=Matrix spike recovery is outside of control limits. Analysis is in control. Possibility of low bias for repoMS-19=Sample to spike ratio is greater than or equal to 4:1. Spiked amount is not representative of the native amount in the sample. Appropriate or meaningful recoveries cannot be calculated. MS-11=Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias forreported result or non-homogeneous sample aliquots cannot be eliminated.EX-10Shallow SoilDeeper SoilEX-9Shallow SoilDeeper SoilScreening CriteriaProtection of Groundwater (1)Residential PSRGs (1) Industrial PSRGs (1)S:\AAA‐Master Projects\Ram Realty ‐ RMR\RMR‐002 Dunavant Street Brownfields\In Situ Soil Characterization Rpt\tables\for use\In Situ Soil Characterization Data Summary Table_201803193/19/2018Table 4 (Page 5 of 6) Hart & Hickman, PC
Table 4 Summary of In Situ Soil Characterization Analytical Results Dunavant Street2250 Hawkins StreetCharlotte, North CarolinaH&H Job No. RMR-002Excavation BasinCharacterization DepthSample IDSample DateSample TypeSample Depth (ft bgs)VOCs (8260B) mg/kgAcetone2-Butanone (MEK)n-Butylbenzenesec-Butylbenzenetert-ButylbenzeneEthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Naphthalenen-PropylbenzeneToluene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenem+p Xyleneo-XyleneSVOCs (8270D) mg/kg1-Methylnaphthalene2-MethylnaphthaleneNaphthaleneMetals (6020/SW-846) mg/kgArsenicBariumCadmiumChromium (total)Hexavalent ChromiumTrivalent ChromiumLeadMercurySeleniumSilverEX-11S EX-11-2 EX-11-3 EX-11D EX-11-1 EX-11-2 EX-12S EX-12-1 EX-12-3 EX-12D EX-12-1 EX-12-2 BKG-1S BKG-1D BKG-2S BKG-2D3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/5/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/2/2018 3/5/2018 3/5/2018 3/6/2018 3/6/2018Composite Grab Grab Composite Grab Grab Composite Grab Grab Composite Grab Grab Composite Composite Composite Composite1-5 1-2 4-5 5-10 9-10 6-7 1-5 2-3 4-5 5-10 9-10 8-9 1-5 5-10 1-5 5-10NA0.030, J<0.022NA<0.026 <0.024NA <0.0240.038, JNA <0.025 <0.029 NA NA NA NA25 12,000 140,000NA<0.019 <0.016NA<0.019 <0.018NA<0.018 <0.024NA<0.019 <0.021NA NA NA NA17 5,500 40,000NA<0.00077 <0.00065NA<0.00077 <0.00072NA <0.00073 <0.00096 NA <0.00075 <0.00086 NA NA NA NA4.5 780 1,200NA<0.0011 <0.00093NA<0.0011 <0.0010NA <0.0010 <0.0014 NA <0.0011 <0.0012 NA NA NA NA4.1 1,600 23,000NA<0.00099 <0.00084NA<0.00099 <0.00092NA <0.00093 <0.0012 NA <0.00096 <0.0011 NA NA NA NA3.1 1,600 23,000NA<0.00088 <0.00074NA<0.00088 <0.00082NA <0.00083 <0.0011 NA <0.00085 <0.00098 NA NA NA NA13 6.1 27NA<0.00077 <0.00065NA<0.00077 <0.00072NA <0.00073 <0.00096 NA <0.00075 <0.00086 NA NA NA NA2.3 410 2,100NA<0.00088 <0.00074NA<0.00088 <0.00082NA <0.00083 <0.0011 NA <0.00085 <0.00098 NA NA NA NA1.24 -- --NA<0.00077 <0.00065NA<0.00077 <0.00072NA <0.00073 <0.00096 NA <0.00075 <0.00086 NA NA NA NA0.39 4.1 18NA<0.00077 <0.00065NA<0.00077 <0.00072NA <0.00073 <0.00096 NA <0.00075 <0.00086 NA NA NA NA2.6 780 5,100NA<0.00088 <0.00074NA<0.00088 <0.00082NA <0.00083 <0.0011 NA <0.00085 <0.00098 NA NA NA NA8.3 990 9,700NA<0.00088 <0.00074NA<0.00088 <0.00082NA <0.00083 <0.0011 NA <0.00085 <0.00098 NA NA NA NA12 63 370NA<0.00066 <0.00056NA<0.00066 <0.00062NA <0.00062 <0.00082 NA <0.00064 <0.00073 NA NA NA NA11 56 320NA<0.0019 <0.0016NA<0.0019 <0.0017NA <0.0018 <0.0023 NA <0.0018 <0.0021 NA NA NA NA9.8120500NA<0.00077 <0.00065NA<0.00077 <0.00072NA <0.00073 <0.00096 NA <0.00075 <0.00086 NA NA NA NA9.8140590<0.079 NA NA <0.083 NA NA<0.076NA NA<0.079NA NA NA NA NA NA0.111873<0.072 NA NA <0.076 NA NA<0.069NA NA<0.072NA NA NA NA NA NA3.148600<0.11 NA NA <0.11 NA NA<0.10NA NA<0.11NA NA NA NA NA NA0.394.1183.0NA NA <1.1 NA NA2.2NA NA<1.0NA NA <1.1 <1.229<1.15.8 0.68 373NA NA97NA NA77, MS-19NA NA140NA NA79 180 28 110 580 3,100 47,0000.13, JNA NA <0.13 NA NA0.33, R-04NA NA<0.12NA NA0.49<0.140.97<0.1431420046NA NA43NA NA34, MS-11NA NA45NA NA140 140 47 69NENENE0.12, DL-03, JNA NA <0.10 NA NA<0.23, DL-03NA NA<0.24, DL-03NA NA <0.11, DL-03<0.11, DL-03<0.096, DL-03<0.10, DL-033.8 0.31 6.545.88NA NA43NA NA34NA NA45NA NA140 140 47 69 360,000 23,000 350,00029NA NA7.4NA NA35, M-10NA NA6.4, M-10NA NA83 2.0 10 8.0 270 400 8000.057NA NA0.050NA NA0.022, JNA NA0.045NA NA0.051<0.00350.012, J<0.00331.0 2.3 9.7<17, DL‐04, V‐05NA NA<34, DL‐04, V‐05NA NA<3.4, MS-07NA NA <3.4 NA NA<36, DL-04, V-05<20, DL-04<17, DL-04, V-05<19, DL-04, V-052.1781,200<1.2, DL‐04NA NA<2.4, DL‐04NA NA<0.48, DL-04NA NA<0.48, DL-04NA NA <2.5, DL-04 <1.4, DL-04 <1.2, DL-04 <1.3, DL-043.4 78 1,200Notes1)North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (February 2018).With the exception of metals, only those compounds detected in at least one sample are shown.Soil concentrations are reported in milligrams per kilogram (mg/kg). Laboratory analytical methods are shown in parentheses.Bold indicates an exceedance of Protection of Groundwater PSRGGray shading indicates an exceedance of Residential PSRGUnderlined values indicates an exceedance of Industrial PSRG.ft bgs = feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; NE = not established; -- = not applicable; NA = not analyzedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. M-10=The reporting limit verification for the AIHA lead program is outside of control limits for this element. Any reported result at or near the detection limit may be biased on the high side.DL-04=Elevated reporting limit due to high concentration of an interfering analyte(s). DL-03=Elevated reporting limit due to matrixMS-16= The matrix spike is outside of control limits. pH and ORP results were indicative of reducing conditions. Analysis is in control based on LCS recoveries.V-05=Continuing calibration did not meet method specifications and was biased on the low side for the compound. Reported results is estimated.R-04=Duplicate relative percent difference is a less useful indicator of sample precision for sample results that are <5 times the reporting limit.MS-07=Matrix spike recovery is outside of control limits. Analysis is in control. P MS-19=Sample to spike ratio is greater than or equal to 4:1. Spiked amount is not representative of the native amount in the sample. Appropriate or meaningful recoveries cannot be calculated. MS-11=Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias forreported result or non-homogeneous sample aliquots cannot be eliminated.EX-11Shallow SoilDeeper SoilScreening CriteriaProtection of Groundwater (1)Residential PSRGs (1) Industrial PSRGs (1)Background SamplesEX-12Shallow SoilDeeper SoilS:\AAA‐Master Projects\Ram Realty ‐ RMR\RMR‐002 Dunavant Street Brownfields\In Situ Soil Characterization Rpt\tables\for use\In Situ Soil Characterization Data Summary Table_201803193/19/2018Table 4 (Page 6 of 6) Hart & Hickman, PC
SB-1TMW-1SB-3TMW-2SB-4TMW-3FORMER 12,000 &2,000-GALLONGASOLINE UST BASINFORMER BUILDINGBROOKHILL ROADS. TRYON STREET
RAMPART STREETH
A
W
K
I
N
S

S
T
R
E
E
T
DI
S
T
R
I
B
U
T
I
O
N

S
T
R
E
E
T
PS-SB-1PS-GW-1SB-1SB-2SB-4PS-SB-2SB-3PS-SB-3PS-GW-3DUNAVANT STREETFUTURE PARKING2F1F1P2115 DUNAVANT STREET2135 DUNAVANT STREET2205 DUNAVANT STREETMW-4MW-1MW-3MW-2BN-1BN-2BN-3DD-2DD-1UST-1UST-2LEGENDSITE PROPERTY BOUNDARYADJACENT PROPERTY BOUNDARYTEMPORARY MONITORING WELLLOCATION (H&H, 2014 PHASE II ESA)SOIL BORING LOCATION (H&H, 2014PHASE II ESA)PERMANENT MONITORING WELLLOCATION (LAW ENVIRONMENTAL,1993; COOPER ENVIRONMENTAL,1996; MALCOLM PIRNIE, 1997 & 1998)2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyJOB NO. RMR-002REVISION NO. 0DATE: 6-9-17FIGURE NO. 1DUNAVANT STREET PROPERTIES2115-2205 DUNAVANT STREETCHARLOTTE, NORTH CAROLINASAMPLE LOCATION MAPTEMPORARY MONITORING WELLLOCATION (ERM, 2006)SOIL BORING LOCATION (ERM, 2006)SOIL BORING LOCATION (H&H, 2014PHASE II ESA)UST SOIL SAMPLE LOCATION(SPATCO, AUGUST 1989)UST SOIL SAMPLE LOCATION(MALCOLM PIRNIE, JULY, 1998)NOTE:1.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS(2013).2.SPATCO AUGUST 1989, AND MALCOLM PIRNIE JULY, 1998 SAMPLELOCATIONS HAVE BEEN APPROXIMATED BASED ON FIGURESPRESENTED IN MALCOLM PIRNIE ENVIRONMENTAL SITEASSESSMENT REPORT DATED OCTOBER 1997.SOIL SAMPLE LOCATION (MALCOLMPIRNIE, JULY, 1998)S:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\Figures\Site & Sample Location Map.dwg, FIG 1, 6/9/2017 9:08:53 AM, zbarlow
SB-1TMW-1SB-3TMW-2SB-4TMW-3FORMER 12,000 &2,000-GALLONGASOLINE UST BASINFORMER BUILDINGBROOKHILL ROADS. TRYON STREET
RAMPART STREETH
A
W
K
I
N
S

S
T
R
E
E
T
DI
S
T
R
I
B
U
T
I
O
N

S
T
R
E
E
T
PS-SB-1PS-GW-1SB-1SB-2SB-4PS-SB-2SB-3PS-SB-3PS-GW-3DUNAVANT STREETFUTURE PARKING2F1F1P2115 DUNAVANT STREET2135 DUNAVANT STREET2205 DUNAVANT STREETMW-4MW-1MW-3MW-2BN-1BN-2BN-3DD-2DD-1UST-1UST-2TMW-2 (10-12)ETHYLBENZENE 8.97NAPHTHALENE 9.591,2,4-TMB32.6LEGENDSITE PROPERTY BOUNDARYADJACENT PROPERTY BOUNDARYTEMPORARY MONITORING WELLLOCATION (H&H, 2014 PHASE II ESA)SOIL BORING LOCATION (H&H, 2014PHASE II ESA)PERMANENT MONITORING WELLLOCATION (LAW ENVIRONMENTAL,1993; COOPER ENVIRONMENTAL,1996; MALCOLM PIRNIE, 1997 & 1998)2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyJOB NO. RMR-002REVISION NO. 0DATE: 6-9-17FIGURE NO. 2DUNAVANT STREET PROPERTIES2115-2205 DUNAVANT STREETCHARLOTTE, NORTH CAROLINASOIL IMPACTS ABOVE RESIDENTIAL PSRGsTEMPORARY MONITORING WELLLOCATION (ERM, 2006)SOIL BORING LOCATION (ERM, 2006)SOIL BORING LOCATION (H&H, 2014PHASE II ESA)UST SOIL SAMPLE LOCATION(SPATCO, AUGUST 1989)UST SOIL SAMPLE LOCATION(MALCOLM PIRNIE, JULY, 1998)NOTE:1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS (2013).2. SPATCO AUGUST 1989, AND MALCOLM PIRNIE JULY, 1998 SAMPLELOCATIONS HAVE BEEN APPROXIMATED BASED ON FIGURES PRESENTED INMALCOLM PIRNIE ENVIRONMENTAL SITE ASSESSMENT REPORT DATEDOCTOBER 1997.3. 1,2,4-TMB = 1,2,4-TRIMETHYLBENZENE4. ONLY COMPOUNDS DETECTED ABOVE RESIDENTIAL PSRGs ARE SHOWN.SOIL SAMPLE LOCATION (MALCOLMPIRNIE, JULY, 1998)CONSTITUENTCONCENTRATION(mg/kg)SAMPLE DEPTH(FT BGS)SAMPLE IDTMW-2 (10-12')ETHYLBENZENE8.97NAPHTHALENE 9.591,2,4-TMB32.6SB-2 (1-2')BENZO(A)PYRENE0.1211F5' 8'BENZENE 3.9 12ETHYLBENZENE 21 51TOLUENE 120 120XYLENES 85 210SB-3 (7-8')ARSENIC 4.33SB-4 (4-5')ARSENIC 6.05BN-2 (1')ARSENIC1.0BN-1 (1')ARSENIC 1.2DD-2 (1')ARSENIC 4.0
S:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\Figures\Site & Sample Location Map.dwg, FIG 3, 6/9/2017 9:09:34 AM, zbarlow
SB-1TMW-1SB-3TMW-2SB-4TMW-3FORMER 12,000 &2,000-GALLONGASOLINE UST BASINFORMER BUILDINGBROOKHILL ROADS. TRYON STREET
RAMPART STREETH
A
W
K
I
N
S

S
T
R
E
E
T
DI
S
T
R
I
B
U
T
I
O
N

S
T
R
E
E
T
PS-SB-1PS-GW-1SB-1SB-2SB-4PS-SB-2SB-3PS-SB-3PS-GW-3DUNAVANT STREETFUTURE PARKING2F1F1P2115 DUNAVANT STREET2135 DUNAVANT STREET2205 DUNAVANT STREETMW-4MW-1MW-3MW-2BN-1BN-2BN-3DD-2DD-1UST-1UST-2MW-1BENZENE290cis-1,2-DCE74MTBE380TCE300LEGENDSITE PROPERTY BOUNDARYADJACENT PROPERTY BOUNDARYTEMPORARY MONITORING WELLLOCATION (H&H, 2014 PHASE II ESA)SOIL BORING LOCATION (H&H, 2014PHASE II ESA)PERMANENT MONITORING WELLLOCATION (LAW ENVIRONMENTAL,1993; COOPER ENVIRONMENTAL,1996; MALCOLM PIRNIE, 1997 & 1998)2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyJOB NO. RMR-002REVISION NO. 0DATE: 6-9-17FIGURE NO. 3DUNAVANT STREET PROPERTIES2115-2205 DUNAVANT STREETCHARLOTTE, NORTH CAROLINAGROUNDWATER IMPACTS ABOVE2L STANDARDSTEMPORARY MONITORING WELLLOCATION (ERM, 2006)SOIL BORING LOCATION (ERM, 2006)SOIL BORING LOCATION (H&H, 2014PHASE II ESA)UST SOIL SAMPLE LOCATION(SPATCO, AUGUST 1989)UST SOIL SAMPLE LOCATION(MALCOLM PIRNIE, JULY, 1998)NOTE:1.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS (2013).2.SPATCO AUGUST 1989, AND MALCOLM PIRNIE JULY, 1998 SAMPLE LOCATIONSHAVE BEEN APPROXIMATED BASED ON FIGURES PRESENTED IN MALCOLMPIRNIE ENVIRONMENTAL SITE ASSESSMENT REPORT DATED OCTOBER 1997.3.COMPOUND CONCENTRATIONS ARE BASED ON MOST RECENT LABORATORYANALYTICAL DATA AVAILABLE.4.cis-1,2-DCE = DICHLOROETHENEMTBE = METHYL TERT-BUTYL ETHERTCE = TRICHLOROETHENEPCE = TETRACHLOROETHENE1,2-DCE = DICHLOROETHANESOIL SAMPLE LOCATION (MALCOLMPIRNIE, JULY, 1998)CONSTITUENTCONCENTRATION(μg/L)SAMPLE IDMW-1BENZENE290cis-1,2-DCE74MTBE380TCE300PS-GW-3PCE1.6TCE110PS-GW-11,2-DCA1.0PCE1.2TCE84MW-3PCE7.0TCE600MW-4TCE9.0TMW-2BENZENE5.26NAPHTHALENE64S:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\Figures\Site & Sample Location Map.dwg, FIG 4, 6/9/2017 9:09:55 AM, zbarlow
FORMER BUILDING
B
R
O
O
K
H
I
L
L

R
O
A
D
S. TRYON STREETRAMPART
S
T
R
E
E
T
HAWKINS STREETDISTRIBUTION STREETDUN
A
V
AN
T

S
TRE
E
T
FORMER UST BASIN
EX-10
EX-7
EX-4
EX-2
EX-3
EX-6
EX-5
EX-8
EX-9
EX-12
EX-11
BKG-2
BKG-1
EX-1
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
LEGEND
SITE PROPERTY BOUNDARY
SOIL BORING LOCATION
BACKGROUND SOIL BORING
LOCATION
JOB NO. RMR-002
REVISION NO. 0DATE: 3-16-17
FIGURE NO. 4
DUNAVANT STREET
2250 HAWKINS STREET
CHARLOTTE, NORTH CAROLINA
IN-SITU SOIL CHARACTERIZATION SAMPLE
LOCATION MAP
NOTE:
AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS (2017).
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\Figures\In-Situ Soil Characterization Sample Location Map.dwg, FIG 1, 3/16/2018 8:30:26 AM, zbarlow

Appendix A

Site Plan

CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R

Appendix B

Redevelopment Schedule
2250 HAWKINS APT03072018MAY 2018 JULY 2018 MARCH 2019JUNE 2018 AUGUST 2018 SEPTEMBER 2018 OCTOBER 2018 NOVEMBER 2018 DECEMBER 2018 JANUARY 2019 FEBRUARY 2019 APRIL 2019 MAY 2019 JUNE 2019 JULY 2019 AUGUST 2019 SEPTEMBER 2019 OCTOBER 2019 NOVEMBER 2019 DECMBER 2019 JANUARY 2020 FEBRUARY 2020 MARCH 2020 APRIL 2020 MAY 2020
FM FMWFMWFMFMFMFMFWFMWFMWFMW M WFMWFMWFMWFMWFMWFMWFMWFMWFMWFMWFMWFMWFMWFMFMFMFMFMFMWFMWFMWFWFMFMFMFMFWFMWFMFMFMFMWFMWFMWFMWFMFMWFWMWFMFMFMWFMFWFMFMFMFMFMFMFMFMFMFMFMFMFWFMFMFMFMWFWFMWFMWFMWFMWFMWFMWFMWFMW FMW FMW FMW M F M F FMW FMW FW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW
01 04 08 15 2518 06 13 16 2320 27 060330 08 10 15 2013 27 2924 0531 07 10 14 1712 21 24 12280108 21140922261631 260205 07 1409 2326 252804 01 04 08 1107172128 15 18 25 08 1104 18221501 15 19 24 26 01 03 10 13 2417 31 1511020515302803101406250103081212 17 2219 24 2926 31 0502 07 1209 14 1916 21 26 2823 0430 06 09 11 131008030128242117141007032920062922052911180209222217192906 16 182603102429193105 20 23 25 27 30 02 04 07 09 11 14 16 18 21 23 25 28 30 01 04 06 08 11 13 15 18 20 22 25 27 02 04 06 09 11 13 16 18 20 23 27 30 03 06 08 10 13 15 17 22 24 27 29 31 03 05 07 10 14 17 19 21 24 26 28 02 04 06 09 11 13 16 18 20 23 25 27 30 01 03 06 08 1012 13 15 17 20 22 24 27 29 01 04 06 08 11 13 15 18 20 22
JUNE 2020
FW FMW FMW FMW FMW M
27 29 01 03 05 08 10 12 15 17 19 22 24 26 29
APRIL 2018
FMWFMWFMWFMW FMW
04 18 21 2507 3011140230272523201816131109060402
2250 Hawkins
Apartments
OVERALL PROJECT SCHEDULE
MARCH 7, 2018
for
by
Boulevard Real Estate Advisors
FM FMWFMW
04 01182125 04 08 15 2507301811 06 13 16 2320 27 060330 08 10 15 2013 27 2924 0531 07 10 14 1712 21 24 12280108 21140922261631 260205 07 1409 2326 252804 01 04 08 1107172128 15 18 25 08 1104 18221501 15 19 24 26 01 03 10 13 2417 31 15141102
FM FM FM FM FWFMW
05 15 3028 03 10 14
FMW FMW
06
M WFMW
25 01 03 08 12
FMW
12 17 2219 24 2926 31 0502 07 1209 14 1916 21 26 2823
FMW FMW FMW FMW FMW FMW FMW FMW
0430 06 09 11 131008030128242117141007032920
FMW
0629220529111802
FMWFMW
0922
FM FM FM FM FM
22
FMWFMW
17
FMW
1929
FW FM FM FM FM FW
06
FMW
16 18
MAY 2018 JULY 2018 MARCH 2019JUNE 2018 AUGUST 2018 SEPTEMBER 2018 OCTOBER 2018 NOVEMBER 2018 DECEMBER 2018 JANUARY 2019 FEBRUARY 2019 APRIL 2019 MAY 2019 JUNE 2019 JULY 2019 AUGUST 2019 SEPTEMBER 2019
FM FM FM FMW FMW
26
FMW FMW FM
03 10 24 29
FMW FW
19
M W FM FM FMW
31
FM FW FM FM FM FM FM FM FM FM FM FM FM FM FW FM FM FM FMW
05
FW
20 23 25 27
FMW
30
FMW FMW FMW FMW
02 04 07 09 11 14 16 18 21 23 25
OCTOBER 2019
28 30 01
FMW FMW
04 06 08 11 13 15
FMW
18 20 22 25 27
FMW FMW FMW
02 04 06 09 11 13 16 18 20
NOVEMBER 2019 DECMBER 2019
23 27
M F M F FMW FMW FW FMW
30 03 06 08 10 13 15 17 22 24 27 29 31
JANUARY 2020
FMW FMW FMW FMW FMW FMW FMW FMW FMW FMW
03 05 07 10 14 17 19 21 24 26 28 02 04 06 09 11 13 16 18 20 23 25 27 30 01 03 06 08 1012
FEBRUARY 2020 MARCH 2020 APRIL 2020
FMW FMW FMW FMW FMW FMW
13 15 17 20 22 24 27 29 01 04 06 08 11 13 15 18 20 22
MAY 2020
27
FW FMW FMW
29 01 03 05 08 10 12
FMW FMW
15 17 19 22 24 26
M
29
JUNE 2020
FMW
02
FMWFMWFMWFMW
30
APRIL 2018
272523201816131109060402
Holidays 2 3 4 5 6 7 8 9 10 11 12 13 16 17 181415 19 20 21 22 23 24 251
DEMO BUILDING SITE DEMO
Locate Utility
PRE CON COA
MOBIL EROSION CONTR
CONST ENTRY
EROSION INSP
2ND EROSION
SITE
NTP
REMOVE TOP SOIL
GRADE BLD PAD A & B
EXCAVATE FTG PAD A & B
DUKE POWER WORK- SET TRANSFORMERS
TEMP Power On
DUKE POWER WORK- SET TRANSFORMERS
TEMP Power On
STRUCTURE
ELEVATORS
INITIAL INSTALLATION ELEV 1 & 2 FINAL INSTALL ELEVATOR 1 & 2
Power On
PHASE 1
LEVEL 3
LEVEL 4
LEVEL 4
LEVEL 6
LEVEL 4
ROOFING
RT UNITS
ELEC @ RTU
FRAME LEVEL 3 21422 SF 11 DAYS
FRAME LEVEL 4 21422 SF 11 DAYS
FRAME LEVEL 5 21422 SF 11 DAYS
FRAME LEVEL 6 21422 SF 11 DAYS
LEVEL 3
LEVEL 5
LEVEL 5
LEVEL 5
Parapet framing
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTHANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTHANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTHANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTBUILD OUT ELEC ROOM
ELEVATORS
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
ELEVATORS
INITIAL INSTALLATION ELEV 1 & 2 FINAL INSTALL ELEVATOR 1 & 2
Power On
PHASE 1
LEVEL 3
LEVEL 4
LEVEL 4
LEVEL 6
LEVEL 4
ROOFING
RT UNITS
ELEC @ RTU
FRAME LEVEL 3 21422 SF 11 DAYS
FRAME LEVEL 4 21422 SF 11 DAYS
FRAME LEVEL 5 21422 SF 11 DAYS
FRAME LEVEL 6 21422 SF 11 DAYS
LEVEL 3
LEVEL 5
LEVEL 5
LEVEL 5
Parapet framing
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTHANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTHANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTHANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
2ND TRIM
RO CLEAN
TEMP ELEC INSP
SPKLR HDS
SET METERS
FINISH CABINETS CAB TOPS
WALL & TRIM PT
BACKSPLASH
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR
FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTBUILD OUT ELEC ROOM
ELEVATORS
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
EXTERIOR SKIN
TERR COL/SO ELEV FTG
UNDG ELEC SERVICE
NO STAIR SHAFT/FTGPART A COL FTG UPPER
TERRACE COLUMNS
WALL FOOTINGS
F & P COLUMNS
F & P WALLS
1ST LIFT STAIR MASONRY
UNDG RI
SOG TERRANCE WP SPLIT WALL / DRAINS BRACE & BACKFILL
UNDG RI UPPERLEVEL SOG UPPER LEVEL TERRACE PODIUM
CMU STAIR TOWER 100
CYLND BREAK
PART B
BANKED ELEV WALL & COL FTG
SO STAIR SHAFT/FTG
BK ELEV WALLS & COLUMNS COLUMN FOOTINGS
F & P COLUMNS
WP WALL / DRAINS BRACE & BACKFILL
WALL FOOTINGS
F & P WALLS
WP SPLIT WALL / DRAINS BRACE & BACKFILL
1ST LIFT SO STAIR MASONRY
PERM FOOTINGS / RIBBON SOG RESTAU PATIO WALL FTG RESTAU PATIO WALLS
PART C
COLUMN FOOTINGS
F & P COLUMNS
UNDG RI
WALL FOOTINGS
F & P WALLS
WP SPLIT WALL / DRAINS
PERM FOOTINGS / SOG LOWER
BACKFILL
PERM FOOTINGS / SOG UPPER
UNIT PORCH STEM W FTG UNIT PORCH STEM WALLS UNIT PORCH SOG
PART D
COLUMN & CMU WALL FTG
F & P COLUMNS
UNDG RI
WALL FOOTINGS
1ST LIFT WEST STAIR MASONRY
F & P WALLS
WP SPLIT WALL / DRAINS
PERM FOOTINGS / SOG LOWER
BACKFILL
PERM FOOTINGS / SOG UPPER
UNIT PORCH STEM W FTG
UNIT PORCH STEM WALLS UNIT PORCH SOG
PODIUM
SECTION 1
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
SECTION 2 SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
SECTION 3
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
SECTION 4
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
SECTION 5
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
SECTION 6
SECTION 7 SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIPPREP/STRESS/CUT/STRIP
SHORE /DECK/FORM
CONTROL & SLVS REBAR P CYLD BREAKS
PREP/STRESS/CUT/STRIP
BUILD OUT MAIN ELEC ROOM PHASE 1
LANDSCAPING LANDSCAPING
OWNER ITEMS
CMU ELEVATOR # 1
CMU STAIR TOWER 200
CMU BANKED ELEVATORS
CMU STAIR TOWER 300
PHASE 2
LEVEL 3
LEVEL 4
LEVEL 6
ROOFING
RT UNITS
ELEC @ RTU
FRAME LEVEL 3
FRAME LEVEL 4
FRAME LEVEL 5
FRAME LEVEL 6

MECH
ELEC
MECH
ELEC
LEVEL 6
LEVEL 4
LEVEL 3
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 5 LEVEL 5
Parapet framing
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
MECH
ELEC
MECH
ELEC
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTMECH
ELEC
MECH
ELEC
MECH
ELEC
MECH
ELEC
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BUILD OUT ELEC ROOM
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCKMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
INITIAL INSTALL BANKED ELEVATORS ELEVATORS
ELEVATORS FINAL INSTALL BANKED ELEVATORS
PHASE 2
LEVEL 3
LEVEL 4
LEVEL 6
ROOFING
RT UNITS
ELEC @ RTU
FRAME LEVEL 3
FRAME LEVEL 4
FRAME LEVEL 5
FRAME LEVEL 6

MECH
ELEC
LEVEL 6
LEVEL 4
LEVEL 3
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 5 LEVEL 5
Parapet framing
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
MECH
ELEC
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTMECH
ELEC
MECH
ELEC
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
HANG S/R GYPCRETE 1ST TRIM OUTCLN
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLS / CONTROLS
SET HVAC UNIT
HWT
TEMP ELEC INSP SET METERS
FINISH CABINETS
CAB TOPSWALL & TRIM PT
BUILD OUT ELEC ROOM
BACKSPLASH
2ND TRIM
RO CLEANSPKLR HDS
FLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTFLOORING
UNIT START UP MEP FINAL INSP
PAINT TU
TU/ SR FINAL CLEAN
CARPET
WINDOW TREATMENTS
APPL
GC PUNCH OWNER WALK FINAL PUNCH PUFF CLEAN OWNER ACCEPTMEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
MEP INSP FRM PUNCH FRM INSP
WALL INSUL
INSPRC FRMPRE ROCK
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
BUILD OUT ELEC ROOM
INITIAL INSTALL BANKED ELEVATORS ELEVATORS
ELEVATORS FINAL INSTALL BANKED ELEVATORS
29 UNITS
TOWNHOUSES
12 UNITS LOFT A
8 UNITS LOFT B
9 UNITS LOFT C
FRAME LOFT B F&P SOD FRAME UPPER LOFT B
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
MECH
ELEC
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTOWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBSPRE ROCK
FRAME LOFT B F&P SOD FRAME UPPER LOFT B
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBSPRE ROCK
FRAME LOFT A F&P SOD
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
MECH
ELEC
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTOWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBS
PRE ROCK
PLBG
FIRE
SET TUBS
PRE ROCK
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBS
PRE ROCK
FRAME UPPER LOFT AFRAME LOFT A F&P SOD
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBS
PRE ROCK
FRAME UPPER LOFT A
FRAME LOFT C FRAME UPPER LOFT CF&P SOD OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTOWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTCT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
MECH
ELEC
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC PLBG
FIRE
SET TUBSPRE ROCK
PLBG
FIRE
SET TUBSPRE ROCK OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTCT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC PLBG
FIRE
SET TUBSPRE ROCK
FRAME LOFT C FRAME UPPER LOFT CF&P SOD OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTCT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC PLBG
FIRE
SET TUBSPRE ROCK
29 UNITS
TOWNHOUSES
12 UNITS LOFT A
8 UNITS LOFT B
9 UNITS LOFT C
FRAME LOFT B F&P SOD FRAME UPPER LOFT B
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBSPRE ROCK
FRAME LOFT A F&P SOD
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
CT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTPLBG
FIRE
SET TUBS
PRE ROCK
FRAME UPPER LOFT A
FRAME LOFT C FRAME UPPER LOFT CF&P SOD OWNER WALKFINAL PUNCH PUFF CLEAN OWNER ACCEPTCT TILE BATH
PLBG FIXT
ELEC TRIM
GRILLSSET HVAC UNIT
HWT
TEMP ELEC INSP
SET METERS
CABINETS CAB TOPS
BACKSPLASH
FLOORING
2ND TRIM RO CLN
SPKLR HDS UNIT START UP
MEP FINAL INSP
PAINT TU
TU/ SR FIN CLEAN
CARPET WIND SHADES
APPL
GC PUNCH
HANG S/R 1ST TRIM OUTCLNFINISH
WALL & TRIM PT
MEP INSP FRM PUNCH FRM INSP WALL INSUL INSPMECH
ELEC PLBG
FIRE
SET TUBSPRE ROCK
BUILD OUT MAIN ELEC ROOM PHASE 2
PRE & PAINTBRICKELEVATIONS 1 BALC RAILSSTORE FT SIDING
ELEVATIONS 2
ELEVATIONS 3
SIDING
METAL CANOPIES
ELEVATIONS 5
ELEVATIONS 6
ELEVATIONS 7
ELEVATIONS 9
ELEVATIONS 4
BRICK PRE & PAINT
STORE FT BRICK
SIDING
STUCCO PRE & PAINT
BRICK STUCCO PRE & PAINT
STORE FT BRICK
SIDING
STUCCO PRE & PAINT CANOPIES
STORE FT BRICK SIDING STUCCO PRE & PAINT
STORE FT BRICK SIDING STUCCO PRE & PAINT
ELEVATIONS 5
ELEVATIONS 7
ELEVATIONS 13
BALC RAILS
BALC RAILS
BALC RAILS
CANOPIES
CANOPIES
STORE FT BALC RAILS
BALC RAILS
STORE FT
ELEVATIONS 6
AMENITIES
INSTALL POOL AND SITE AMENTIES
COMPLETE PARKING LOTPARKING
PROJECT COMPLETION
ON SITE STORM OFF SITE STORM,SAN,WATER ON SITE CURB & GUTTER ON SITE BINDERON SITE STORM OFF SITE STORM,SAN,WATER ON SITE CURB & GUTTER ON SITE BINDER
RESTAURANT STEEL EXTERIOR / INTERIOR FRAMING SHEATH STORE FT RO PLBGFIRE MECH ELEC LO VOLTI
INSULI
GC PUNCHOWNER WALKFIN PUNCHOWNER ACCEPTGC PUNCHOWNER WALKFIN PUNCHOWNER ACCEPTRESTAURANT
RESTAURANT STEEL EXTERIOR / INTERIOR FRAMING SHEATH STORE FT RO PLBGFIRE MECH ELEC LO VOLTI
INSULI
GC PUNCHOWNER WALKFIN PUNCHOWNER ACCEPTRESTAURANT
RETAIL
STEEL
EXTERIOR / INTERIOR FRAMING SHEATH STORE FT RO PLBGFIRE MECH ELEC LO VOLTI
INSULI
GC PUNCHOWNER WALKFIN PUNCHOWNER ACCEPTGC PUNCHOWNER WALKFIN PUNCHOWNER ACCEPTRETAILRETAIL
STEEL
EXTERIOR / INTERIOR FRAMING SHEATH STORE FT RO PLBGFIRE MECH ELEC LO VOLTI
INSULI
GC PUNCHOWNER WALKFIN PUNCHOWNER ACCEPTRETAIL
LEASING
TERRACE LEVEL
LEVEL 2 STEEL
EXTERIOR / INTERIOR FRAMING
STEELSHEATH
WIND/DRSSTORE FTEXTERIOR / INTERIOR FRAMING SHEATH
RO PLBG
PRE ROCK
CERAMIC TILE
INSUL TRIM / DRSFINISH PRIMEMECH
ELEC LO VOLTI I FRM DROP CLG
MECH I I HANG S/R HVAC EQUIP
FIRE TEMP POWER
MECH TRIM
FLOORINGSTART HVAC
MILL-WK FINAL INSP
WIND TREATFIT EQUIPTOPS
OH FEATURES
HDWRTOILET PARTMIRROR FITGC PUNCH
OWNER WALKFIN PUNCH
OWNER ACCEPTRO PLBG
PRE ROCK
CERAMIC TILE
INSUL TRIM / DRSFINISH PRIMEMECH
ELEC LO VOLTI I FRM DROP CLG
MECH I I HANG S/R HVAC EQUIP
FIRE TEMP POWER
MECH TRIM
FLOORINGSTART HVAC
MILL-WK FINAL INSP
WIND TREATFIT EQUIPTOPS
OH FEATURES
HDWRTOILET PARTMIRROR FITGC PUNCH
OWNER WALKFIN PUNCH
OWNER ACCEPTLEVEL 2
LEASING
FIRE
RO PLBG
PRE ROCKCT PET SPA
ELEC RM BO
MECH TRIM LVT FLINSUL TRIM / DRSFINISH PRIME
MECH
ELEC LO VOLTI I FRM DROP CLG
MECH
FIRE
ELEC
I I HANG S/R HVACTEMP POWER
START HVACMAIL CTR MILLWKMAIL BOXESBIKE RACKSPERS- STORE LOCK UP
TERRACE LEVEL TERRACE LEVELFIRE
RO PLBG
PRE ROCKCT PET SPA
ELEC RM BO
MECH TRIM LVT FLINSUL TRIM / DRSFINISH PRIME
MECH
ELEC LO VOLTI I FRM DROP CLG
MECH
FIRE
ELEC
I I HANG S/R HVACTEMP POWER
START HVACMAIL CTR MILLWKMAIL BOXESBIKE RACKSPERS- STORE LOCK UP
TERRACE LEVEL TERRACE LEVEL
BUILD OUT MAIN ELEC ROOM LEASING
HANG & FINISH S/RSTUDSIN WALL RII PAINT
HANG DOORI
ELEVATIONS 8 SIDING PRE & PAINT
BALC RAILS
CANOPIESBRICK
BRICK SIDING PRE & PAINT CANOPIES
BALC RAILS
ELEVATIONS 10 BRICK SIDING PRE & PAINT BALC RAILS
ELEVATIONS 11 BRICK SIDING PRE & PAINT BALC RAILS
ELEVATIONS 12 BRICK SIDING STUCCO PRE & PAINT BALC RAILS
ELEVATIONS 13 BRICK STUCCO PRE & PAINT BALC RAILSSIDING
ELEVATIONS 14 BRICK
SIDING PRE & PAINTELEVATIONS 14 ELEVATIONS 14
ELEC ROOM
CRANE 1 UP CRANE 2 UP CRANE 1
MOVE TO 3
CRANE 2 DOWN
BUCKHOIST UP
CRANE 3 DOWN
BUCKHOIST DOWN

Appendix C

Grading and Storm Drainage Plan
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R

Appendix D

Export Soil Pre-Approval Letters

State of North Carolina | Environmental Quality | Waste Management
1646 Mail Service Center | 217 West Jones Street | Raleigh, NC 27699-1646
919 707 8200 T

April 10, 2018

Sent Via E-mail
Mrs. Rachel Russell Krenz
Ram Realty Advisors
11516 Turning Hawk Rd
Charlotte, NC 28277
[e-mail]

Subject: Brownfields Property Export Soil Review
Dunavant Brownfields Site
2250 Hawkins Street
Charlotte, Mecklenburg County
Brownfields Project No. 19038-15-060

Dear Mrs. Krenz,

On April 5, 2018 the Department of Environmental Quality (DEQ) Solid Waste Section (SWS)
received data from the DEQ Brownfields Program for review and to assist in the evaluation of
what type of facility could manage the proposed export soils. Based on our review of the data,
DEQ Solid Waste Section agrees with DEQ Brownfield’s recommendations as follows:

• Soil from Sections 2, 3, 5, 6, 7, 8, 10, 11 and 12 can be exported to the NoDa Textile
Brownfields Site (Project Number 19028-15-060), or to a Construction & Demolition
landfill (CDLF) or to a Municipal Solid Waste landfill (MSWLF) facility;
• Soil from Sections 1 and 9 can be exported to a CDLF or to a MSWLF;
• Soil from Section 4 can be exported to a MSWLF facility, additional sampling may allow
for disposal at CDLF as approved by DEQ SWS and landfill owner.

If you have questions about this correspondence or require additional information, please feel free
to contact me by phone at 919-707-8288 or by email at [e-mail].

Sincerely,

Ervin Lane
Compliance Hydrogeologist
NC Department of Environmental Quality
Division of Waste Management - Solid Waste Section

ec: Carolyn Minnich (DEQ Brownfields)
Joselyn Harriger (DEQ, Brownfields)
Bruce Nicholson (DEQ Brownfields)

April 17, 2018
Sent Via email

Mr. Mike Sullivan Mrs. Rachel Russell Krenz
Crescent Communities, LLC Ram Realty Advisors 227 West Trade Street, Suite 1000 127 W. Worthington Avenue, Suite 290
Charlotte, NC 28208 Charlotte, NC 28203
[e-mail] [e-mail]

Subject: Soil Transfer Approval
NoDa Textile and Dunavant Street Brownfields Site
Charlotte, Mecklenburg County
Brownfields Project No. 19028-15-060 and 19038-15-060 Dear Mr. Sullivan and Mrs. Krenz:

The North Carolina Department of Environmental Quality (DEQ) Brownfields Program received
a request to import fill from the Dunavant Street Brownfields Property (19038-15-060) to the
NoDa Textile Brownfields Property (19028-15-060), submitted by Mr. Sullivan on April 3, 2018 via phone correspondence. In addition, Ralph McGee with Hart & Hickman requested via email
on April 10, 2018 that DEQ Brownfields evaluate the soils from 2205 Dunavant Street for export.

DEQ Brownfields reviewed the analytical data available from the Dunavant Street Brownfields
Property in the draft Environmental Management Plan (EMP) dated March 21, 2018. Soils in quadrants 1 through 12, except quadrant 4, and 2205 Dunavant Street (refer to Figure 1 attached)
can be utilized as fill at the NoDa Textile Brownfields Property. DEQ Brownfields incorporated
the proposed export analytical data into the February 2018 DEQ Risk Calculator for the receiving
NoDa Textile Brownfields Property. With the addition of the Dunavant Street soils to the NoDa
Textile Brownfields Property, the Calculated Carcinogenic Risk and the HI were still below the DEQ criteria of 1.0 E-04 and 1. Therefore, these soils are acceptable for export to the NoDa Textile
Brownfields Property.

Per the Dunavant Street EMP, the soils will be field screened during excavation prior to export
from the property. If unanticipated impacts are identified during excavation please refer to the EMP for further actions and cease transfer until appropriate characterization can be completed.

Both Brownfields Properties are required, as outlined in the Notice of Brownfields Property Land
Use Restriction (LUR) No. 3 for Project Number 19038-15-060 and LUR No. 11 for Project
Number 19028-15-060, to complete an annual Redevelopment Summary Report. Details related
Mr. Sullivan and Mrs. Krenz
April 17, 2018
Page 2

to this soil transfer, including but not limited to, total volume, general description of field screening
efforts, etc. should be included with each Property’s report. Based on our evaluation, this requested is approved by the DEQ Brownfields Program. Please be
advised that this approval from DEQ Brownfields does not waive any applicable requirement to
obtain any necessary permits, licenses or certifications which may be required from other state or
local entities. If you have any questions, please feel free to contact me at 704/661-0330, or via e-mail at [e-mail].
Sincerely,

Carolyn Minnich
Carolyn F. Minnich
Brownfields Project Manager
Division of Waste Management ec: Joselyn Harriger, DEQ Brownfields
Bruce Nicholson, DEQ Brownfields
Ralph McGee, H&H
Chris Corbitt, Terracon
FORMER BUILDING
B
R
O
O
K
H
I
L
L

R
O
A
D
S. TRYON STREETRAMPART
S
T
R
E
E
T
HAWKINS STREETDISTRIBUTION STREETDUN
A
V
AN
T

S
TRE
E
T
FORMER UST BASIN
EX-10
EX-7
EX-4
EX-1
EX-2
EX-3
EX-6
EX-5
EX-8
EX-9
EX-12
EX-11
LEGEND
SITE PROPERTY BOUNDARY
COMPOSITE SOIL SAMPLE LOCATION
BACKGROUND SOIL SAMPLE
LOCATION
AREA APPROVED FOR EXPORT TO
NODA TEXTILE BROWNFIELDS
PROPERTY
JOB NO. RMR-002
REVISION NO. 0DATE: 4-13-18
FIGURE NO. 1
DUNAVANT STREET
2250 HAWKINS STREET
CHARLOTTE, NORTH CAROLINA
APPROVED EXPORT SOIL LOCATION MAP
NOTE:
AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS (2017).
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Ram Realty - RMR\RMR-002 Dunavant Street Brownfields\Figures\Sample Location Map.dwg, FIG 1, 4/13/2018 12:43:19 PM, erichardson

Appendix E

Contingency Plan

Contingency Plan
Dunavant Street
2250 Hawkins Street
Charlotte, North Carolina
Brownfields Project No. 19038-15-060
H&H Job No. RMR-002

This Contingency Plan is being provided as required by Part 9 of the NC DEQ template
Environmental Management Plan (EMP) for future redevelopment at the Dunavant Street
Properties Site located in Charlotte, Mecklenburg County, North Carolina. Current
redevelopment plans for the Site include demolition of the existing structures and
construction of mixed residential and commercial use buildings.

Contingency Actions
Results of previous assessment activities conducted on the Dunavant Street Properties
Site have identified limited soil impacts. Soil impacts have been identified at 10 to 12
feet below the ground surface (ft bgs) on the 2115 Dunavant Street portion of the
Brownfields Property and in shallow soil on the 2135 and 2205 Dunavant Street portions
of the Site. Management of soil in areas of known impact during grading activities will
be managed in accordance with this EMP.

During construction activities, contractors may encounter unknown sub-surface
environmental conditions (i.e. tanks, drums, or waste materials) that if encountered, will
require proper management. Prior to beginning Site work, H&H will attend a pre-
construction kick-off meeting with the PD and the redevelopment contractors to discuss
the DEQ approved EMP and various scenarios when it would be appropriate and
necessary to notify H&H of the discovery of unknown subsurface features or potentially
impacted media at the Site.

In the event that such conditions are encountered during site development activities, the
environmental actions noted below will be used to direct environmental actions to be

taken during these activities and sampling data for potentially impacted soil and the
disposition of impacted soil will be provided to DEQ when the data becomes available.

1. If excavation into buried wastes or significantly impacted soils occurs, the contractor
is instructed to stop work in that location and notify the environmental consultant.
The environmental consultant will review the materials and collect samples if
warranted. In this event, confirmation sampling will be conducted at representative
locations in the base and the sidewalls of the excavation after the waste or
significantly impacted soil is removed. The confirmation samples will be analyzed
for VOCs, SVOCs, and the RCRA metals plus hexavalent chromium. Areas of
suspected contaminated soil that remain at the Site after excavation is complete above
the DEQ IHSB Residential PSRGs will be managed pursuant to this plan and
incorporated into the Brownfields plat.

2. If determined to be warranted, confirmation samples will also be used to determine
the appropriate corrective measure for soil beyond the excavation limits required for
grading and/or utility line installation or removal. Such corrective measures are
specified in the items below.

3. If a sub-grade feature or pit is encountered and does not require removal for
geotechnical or construction purposes, it will be filled with soil or suitable fill and
construction will proceed. Where appropriate, the bottom may be penetrated before
back filling to prevent fluid accumulation. If the pit has waste in it, the waste may be
set aside in a secure area and will be sampled for waste disposal purposes for TCLP
VOCs, TCLP SVOCs, and TCLP metals and disposed off-site at a permitted facility
or the waste will be managed in accordance with the Managing On-Site Soil section
outlined above in the EMP, whichever is most applicable based on the type of waste
present. If the pit must be removed and the observed waste characteristics indicate
the concrete may potentially be contaminated to a significant degree, the concrete will
be sampled and analyzed by methods specified by the disposal facility.

4. If buried piping is encountered and must be removed to allow installation to proceed,
the contractor will inspect the pipe for fluids, collect the fluids where appropriate, and
look for signs of a release using field methods. The collected fluids will be sampled
for VOCs, SVOCs, and RCRA metals to determine appropriate disposition of the
fluid.

5. In the event that soil within an excavation cannot be dried adequately for construction
purposes using the methods described above, the soil may be amended with clean
soil, aggregate, drying agents, and/or stabilizing agents to achieve the desired
geotechnical qualities or placed within the void space beneath impervious surface
cover. Amendment may be conducted inside or outside the excavation and the
material replaced into the excavation. If an amendment is used, the type of
amendment will be provided to DEQ for approval prior to its use. DEQ will be
notified prior to movement of the soil to other areas at the site if results of laboratory
analysis for soil samples collected from the excavation indicate that compound
concentrations are detected above Residential PSRGs (other than which are
attributable to sampling or laboratory artifacts or which are consistent with Site-
specific background levels for metals).

6. In the event that impacts associated with an UST release are found to be present on
the subject Site, they will be addressed through the Brownfields Program.