HomeMy WebLinkAbout22054_2100 S. Tryon_Dental Office VIMS Upfit Report
VIMS Upfit Report
Dr. Sundaresh Dentistry
2100 S. Tryon Street
Brownfields Project No. 22054-18-060
2100 S. Tryon Street
Charlotte, North Carolina
December 19, 2023
H&H Job No. VBG-013
#1269 Engineering #C-245 Geology
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VIMS Upfit Report Dr. Sundaresh Dentistry 2100 S. Tryon Street Brownfields Project No. 22054-18-060 Charlotte, North Carolina H&H Job No. VBG-013 Table of Contents
1.0 Introduction ................................................................................................................ 1
2.0 Tenant Upfit Inspections ........................................................................................... 5
3.0 VIMS Influence Testing ............................................................................................ 7
4.0 Summary and Recommendations ............................................................................. 9
Tables
Table 1 – Summary of Post-Upfit Vacuum Measurements
Figures
Figure 1 – Site Location Map
Figure 2 – Site Development Plan
Appendices
Appendix A Previous Sub-slab Soil Gas Analytical Data Summary Tables
Appendix B VIMS As-Built Drawings (VM-1 and VM-2)
Appendix C Dental Upfit Architectural Plans (For Reference Only)
Appendix D Dental Office Upfit Photographic Log
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VIMS Upfit Report Dr. Sundaresh Dentistry 2100 S. Tryon Street Brownfields Project No. 22054-18-060 Charlotte, North Carolina
H&H Job No. VBG-013
1.0 Introduction
On behalf of VV 2100 Development, LLC c/o Vision Ventures (Vision Ventures), Hart &
Hickman, PC (H&H) has prepared this Vapor Intrusion Mitigation System (VIMS) Upfit Report
to document tenant upfit activities at the 2100 S. Tryon Street Brownfields property (Brownfields
Project No. 22054-18-060) located at 2100 S. Tryon Street in Charlotte, Mecklenburg County,
North Carolina (Site). The Site consists of two contiguous parcels located southwest of the
intersection of S. Tryon Street and W. Tremont Avenue that total approximately 2.82 acres. The
northeastern portion of the Site has been developed with a 4-story commercial office building and
the southern portion of the Site has been developed with a one-story retail building that is located
at 2120 S. Tryon Street. The areas surrounding the Site buildings have been improved with
concrete sidewalks, asphalt-paved surface parking, or hardscaping. The 4-story commercial office
building is partially occupied, and the retail building is unoccupied at the time of this submittal.
A Site location map is provided as Figure 1, and the Site development plan is provided as Figure
2.
Redevelopment of the Site began in May 2019 and was completed during the first quarter of 2021.
A summary of redevelopment activities is documented in the Final Redevelopment Summary
Report dated May 26, 2021. The Site is subject to land use restrictions (LURs) included in the
North Carolina Department of Environmental Quality (DEQ) Notice of Brownfields Property
(NBP, Brownfields #22054-18-060) recorded on December 21, 2020. As part of the Site
development, LUR 15.g. required installation of a VIMS in the office building in accordance with
the DEQ-approved and H&H prepared Vapor Mitigation Plan – Revision 1 (VMP), dated June 9,
2019.
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The VMP included installation of a VIMS designed to minimize potential vapor intrusion into the
Site building using a passive vapor extraction system. Installation of the VIMS was documented
in the VIMS Construction Completion Report Revision 1 dated May 7, 2020. As indicated in the
report, the building includes ground floor pour-back areas (eastern pour-back area and western
pour-back area) that were not completed with concrete slabs at the time the main building
construction was complete. These pour-back areas are being upfitted overtime as tenants lease the
pour-back spaces. Currently, the western pour-back area is occupied by Russell Tobin and a
portion of the eastern pour-back area is occupied by Rumble Boxing. The previous tenant upfit
activities were documented in the H&H VIMS Upfit and Annual Sampling Report, dated June 1,
2022, for the Rumble Boxing commercial space and the H&H VIMS Russell Tobin Upfit Report,
dated March 27, 2023, for the Russell Tobin commercial space. Retail tenant upfit activities are
currently being conducted in the central portion of the eastern pour-back area by Stepline
Construction for a commercial business call Dr. Sundaresh Dentistry (dental office). One pour-
back space in the eastern pour-back area remains without a concrete slab at the time of this report.
Summary of Previous Sub-slab Soil Gas Analytical Data
Previous sub-slab analytical sampling events have been conducted across the building in 2020,
2021, and 2022 as documented in the reports referenced above. In addition, a sub-slab (soil gas)
vapor sample was collected in February 2023 from the monitoring point MP-4 in the western pour-
back area during tenant upfit activities. The sub-slab soil gas samples collected were
representative of the building including the area of the dental office upfit. The analytical data from
these sampling events indicated no volatile organic compounds (VOCs) were detected above DEQ
Non-Residential Soil Gas Screening Levels (SGSLs) in any of the samples collected. Further, the
non-residential risk calculators indicated acceptable DEQ risk levels at least two orders of
magnitude below the unacceptable risk levels. Therefore, the analytical data over this several
year period did not indicate there was a potential for unacceptable vapor intrusion risk to the
commercial occupants of the building. The previous sub-slab soil gas analytical data tables are
included in Appendix A for reference.
In accordance with the VMP, H&H conducted VIMS inspections and pre-occupancy testing
activities in the dental office space to evaluate the effectiveness of the installed VIMS. The initial
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(pre-occupancy) influence testing was conducted for the dental office space in November 2023.
A summary of the tenant upfit inspections and influence testing in the dental office space are
provided in Sections 2.0 and 3.0, respectively, and summary is provided in Section 4.0. Note,
based on the previous sub-slab soil gas analytical data, acceptable risk levels, the
interconnectedness of the VIMS in the dental office to the rest of the building (see Section 2.0)
and the VMP requirements, pre-occupancy sub-slab soil gas samples were not collected from the
dental upfit space.
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Engineer’s Certification
According to the DWM Vapor Intrusion Guidance: “Risk-based screening is used to identify sites
or buildings likely to pose a health concern, to identify buildings that may warrant immediate
action, to help focus site-specific investigation activities or to provide support for building
mitigation and other risk management options including remediation.” In addition, this upfit report
was prepared to satisfy the standard vapor intrusion mitigation provisions included in the
Brownfields Agreement. Per the North Carolina Brownfields Property Reuse Act 130A-310.32, a
prospective developer, with the assistance of H&H for this project, is to provide NCDEQ with
“information necessary to demonstrate that as a result of the implementation of the brownfields
agreement, the brownfields property will be suitable for the uses specified in the agreement while
fully protecting public health and the environment instead of being remediated to unrestricted use
standards.” It is in the context of these risk-based concepts that the H&H professional engineer
makes the following statement:
The Vapor Intrusion Mitigation System (VIMS) detailed herein is designed to mitigate intrusion
of subsurface vapors into the subject building from known Brownfields Property contaminants in
a manner that is in accordance with the most recent and applicable guidelines including, but not
limited to, DWM Vapor Intrusion Guidance, Interstate Technology & Regulatory Council (ITRC)
guidance, and American National Standards Institute (ANSI)/American Association of Radon
Scientists and Technologists (AARST) standards. The sealing professional engineer below is
satisfied that the design and its installation are fully protective of public health from known
Brownfields Property contaminants.
[SEAL]
Trinh DeSa NC PE #044470
Hart & Hickman, PC (#1269)
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2.0 Tenant Upfit Inspections
The VIMS for the building includes a passive sub-slab venting system consisting of four 4-inch
diameter risers that extend from the slab to the building’s roof. The risers are connected to 3-inch
and 4-inch diameter perforated PVC pipes installed below the existing slab in a minimum 4-inch
#57 stone sub-base. Wind turbine ventilators are installed on the roof to further promote air
exhaust from the passive VIMS. The building is column supported and the stone base is
interconnected throughout the building including stone connection below the tenant separations
walls of the dental office upfit and the other retail units in the building. Therefore, the VIMS for
the building is interconnected below the dental office and the remaining retail tenant spaces. In
addition to the venting system, Stego Industries Drago-Wrap® Vapor Intrusion Barrier, a 20-mil
VOC-tested vapor barrier, is installed below the concrete slab of the building and within the
remaining tenant pour-back area.
In accordance with the requirements of the DEQ-approved VMP, VIMS components in the dental
office space were inspected by an H&H North Carolina (NC) licensed professional engineer (PE),
or a designee under direction of a PE, during tenant upfit activities. Based on the tenant upfit plan,
portions of the vapor barrier were removed within the dental office space to allow access to the
gravel (#57 stone) sub-base for utility installations. Following installation of the sub-grade
utilities, the gravel layer was replaced with clean #57 stone and the vapor barrier was reinstalled.
In September 2023, H&H completed an inspection of the base gravel and VIMS vent piping within
the dental office upfit. No modifications or repairs were deemed necessary for the VIMS vent
piping. Note, the DEQ-approved VMP design drawings did not include a monitoring point located
within the dental upfit area. As an additional precaution, a new floor-mounted monitoring point,
MP-6, was installed in the dental office during upfit to provide an additional location for vacuum
influence monitoring. The MP-6 location is depicted on the as-built drawings.
After installation and inspection of the gravel and verification that the vent piping remained in
good condition, Drago-Wrap® vapor barrier was replaced above the gravel layer and sealed to the
existing barrier and concrete in accordance with manufacturer installation instructions. In
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September 2023, H&H inspected the replaced vapor barrier and determined it was installed in
accordance with the manufacturer instructions. The concrete was then poured over the vapor
barrier to complete the slab in the dental office space. VIMS as-built drawings for the building
are included in Appendix B. Further, architectural plan view plans for the dental office upfit are
included in Appendix C, for reference, and representative photographs of the dental office upfit
activities are included in Appendix D.
In order to evaluate the effectiveness of the VIMS repair activities, H&H conducted influence
testing of the pour-back area following the concrete pour as discussed in the following section.
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3.0 VIMS Influence Testing
In accordance with the DEQ-approved VMP, influence testing is required to demonstrate that
vapors below the slab can be effectively influenced by vacuum in the sub-slab piping network and
annular space. Initial influence testing was conducted during installation of the VIMS and
following completion of the concrete slab of the previous tenant upfits as documented in previous
reports (see Section 1.0). On November 7, 2023 after the concrete slab was poured in the dental
office space, additional influence testing was conducted including taking measurements from the
newly added monitoring point MP-6. The sub-slab annular space under the dental office space
connects with sub-slab gravel and VIMS piping to the remaining portion of the eastern pour-back
area and thus influence below the slab of the dental office is affected by the influence in the
remaining pour-back area. Therefore, the influence test was conducted throughout the entire
ground floor of the building including the unfinished portion of the eastern pour-back space.
The influence test was conducted by connecting Festa AMG Eagle Extreme electric fans to the
risers on the rooftop and measuring vacuum levels below the slab at the locations of the monitoring
points. A Dwyer series 475 Mark III digital manometer (capable of measuring to 0.001 inches of
water column (in-WC) or 0.25 Pascals (Pa)) was connected to each monitoring point via silicone
tubing to record differential pressure. Following collection of baseline differential pressure
measurements, the electric fans were turned on and differential pressure measurements were
collected at each monitoring point over an approximate 20-minute interval. Monitoring point
locations are shown in Appendix B (VM-1).
Results of the influence test indicate that sub-slab vacuum ranged from 0.023 in-WC to 0.424 in-
WC at the monitoring points indicating that vapors below the slab can be influenced by vacuum
in the sub-slab piping network and annular space. Generally, the vacuum measured at the
monitoring points was greater than the vacuums noted during both the initial influence test
conducted in December 2019 and the subsequent influence tests conducted following completion
of the slab in the Rumble upfit space in March 2022 and the Russell Tobin upfit space in February
2023. Note that TMP-3, located in the remaining portion of the eastern pour-back area, had the
lowest recorded vacuum (0.023 to 0.024 in-WC) of the monitoring points which may be
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attributable to minor air short-circuiting from the remaining pour-back area, but the vacuum
remained above the typical DEQ-minimum vacuum level of 0.016 in-WC. It is anticipated that
vacuum throughout the sub-slab annular space will increase upon completion of the concrete slabs
in this remaining pour-back area as the weight of the concrete compresses the seam overlaps. A
summary of post-upfit vacuum measurements is shown in Table 1.
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4.0 Summary and Recommendations
Upfit of a portion of the eastern pour-back area for the commercial office building has been
completed for Dr. Sundaresh Dentistry at the 2100 S. Tryon Street Brownfields property
(Brownfields Project No. 22054-18-060) located at 2100 S. Tryon Street in Charlotte,
Mecklenburg County. During tenant upfit activities, H&H conducted inspections to confirm the
VIMS was properly repaired following installation of sub-slab utilities. H&H also collected
vacuum measurements through influence testing to evaluate efficacy of the VIMS after tenant
upfit. The VIMS inspections and efficacy testing were completed in general accordance with the
DEQ-approved VMP.
Pre-occupancy influence testing activities were completed within the dental office space at the Site
in November 2023. Results of the testing indicate measurable vacuum at each monitoring point,
demonstrating effective communication throughout the VIMS treatment area. Based on the
previous analytical sampling (Section 1.0) with the data not indicating no compounds exceeded
DEQ SGSLs, acceptable risk levels under a non-residential use scenario, and due to the
interconnectedness of the VIMS throughout the entire building, sub-slab soil gas analytical
sampling wasn’t conducted in the dental office upfit.
As a portion of the eastern pour-back area is not completed with a concrete slab and is proposed
to be retrofitted in the future for a retail or commercial space, VIMS inspections during future
tenant upfit activities will be conducted in accordance with the VMP. In addition, after all tenant
upfits are complete, a follow-up influence test will be conducted across the entire building to verify
connectively and influence across the building with a fully-completed concrete slab. This
additional pilot test data will be submitted to DEQ in the final building upfit report. Additional
reports will be submitted to DEQ after the tenant upfit activities are completed.
Tables
Table 1Summary of Post-Upfit Vacuum Measurements2100 S. Tryon StreetBrownfields Project No. 22054-18-060Charlotte, North CarolinaH&H Job No. VBG-013Baseline Initial Reading Second Reading MP-1 -0.067 -0.420 -0.424MP-2 0.000 -0.402 -0.404MP-3 0.010 -0.143 -0.143MP-4 0.000 -0.170 -0.170MP-5 0.000 -0.098 -0.101MP-6 (Dental Upfit)0.000 -0.083 -0.085TMP-1 0.000 -0.265 -0.264TMP-2 0.000 -0.125 -0.124TMP-3 0.000 -0.024 -0.023F-1 0.000 -3.087 -2.995F-2 0.000 -2.750 -2.842F-3 0.000 -2.459 -2.448F-4 0.000 -2.910 -2.897Notes:Influence testing was conducted from the roof of the Site building using AMG Eagle Extreme fansin-WC = inches of water columnRisersDifferential Pressure Measurements (in-WC)November 7, 2023Point Type Point IDMonitoring Pointhttps://harthick.sharepoint.com/sites/MasterFiles‐1/Shared Documents/AAA‐Master Projects/Vision Brokerage‐ VBG/VBG‐013 2100 S. Tryon Street/Brownfields/VMP/Dentist Upfit ‐ 2023/Report/Table/Pilot Test Data 11.7.23Table 1Hart & Hickman, PC
Figures
TITLE
PROJECT
SITE LOCATION MAP
Vacant Property2100 S. Tryon StreetCharlotte, North Carolina
DATE:
JOB NO:
REVISION NO:
FIGURE:
6/15/2018 0
1VBG-013
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEETN
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NORTH CAROLINA 1991
SOUTH TRYON STREETWEST TREM
O
N
T
A
V
E
N
U
E
PARKING AREAS
RETAIL BUILDING
4-STORY COMMERICAL / OFFICE BUILDING
(VAPOR MITIGATION CONTROLS REQUIRED)
REVISION NO. 0
JOB NO. VBG-013
DATE: 5-4-21
FIGURE NO. 2
2100 S. TRYON STREETBROWNFIELDS PROPERTY
CHARLOTTE, NORTH CAROLINA
SITE DEVELOPMENT PLAN
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
SITE BUILDING
PERMANENT SOIL-GAS POINT
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTE:
THE VAPOR INTRUSION MITIGATION SYSTEM AS-BUILTDRAWING SHEETS VM-1 AND VM-2 ONLY PERTAINS TOTHE 4-STORY COMMERCIAL / OFFICE BUILDING.M:\AAA-Master Projects\Vision Brokerage- VBG\VBG-013 2100 S. Tryon Street\Brownfields\VMP\Figures\Site Plan-5.4.21.dwg, FIG 2, 5/4/2021 3:50:56 PM, SVincent
Appendix A Previous Sub-slab Soil Gas Analytical Data Summary Tables
Table 2Summary of Sub-Slab Soil Gas Analytical Data2100 S. Tryon StreetBrownfields Project No. 22054-18-060Charlotte, North CarolinaH&H Job No. VBG-013Building AreaSample IDSS-MP-1 SS-MP-4 SS-MP-4 TMP-2 SS-MP-2TMP-1 SS-TMP-3 SS-TMP-3Date12/27/2019 12/27/2019 3/3/2021 4/27/2022 3/3/20214/27/2022 1/7/2020 3/3/2021UnitsVOCs (TO-15)Acetone1,700 57046.9 45.1 94.1 42.6 41.4 5,000 6,100 310 30069.2 80098.1 NEBenzene<2.6 <0.66<0.160 0.910 J<0.160 <0.0733 0.454 J<2.6 <2.6 <0.26 <0.26<0.0733 <0.26<0.160 160Bromomethane<5.3 <1.3<0.322 <0.115 <0.322 <0.115 <0.115 <5.3 <5.3 <0.53 <0.53<0.115 <0.53<0.322 440Carbon Disulfide<4.3 <1.1<1.56 1.32 JB<1.56 1.06 JB 1.04 JB<4.3 <4.3 <0.43 <0.431.33 JB<0.43<1.56 61,000Carbon Tetrachloride<4.1 <1.0<0.239 <0.155 <0.239 <0.155 0.635 J<4.1 <4.1 <0.41 <0.41<0.155 0.48 J<0.239 200Chlorobenzene*<4.5 <1.1NA NA NA NA NA<4.5 <4.5 <0.45 <0.45NA<0.45NA4,400Chloroform<3.6 <0.91<0.264 <0.0864 <0.264 <0.0864 <0.0864 <3.6 <3.6 <0.36 <0.36<0.0864 2.1<0.264 53Chloromethane<2.8 <0.70<0.268 <0.0673 <0.268 <0.0673 <0.0673 <2.8 <2.8 <0.28 <0.28<0.0673 <0.28<0.268 7,900Cyclohexane<4.9 <1.2<0.861 <0.161 <0.861 <0.161 <0.161 <4.9 <4.9 <0.49 <0.49<0.161 <0.491.06 J530,0001,2-Dichlorobenzene*<5.8 <1.8NA NA NA NA NA<5.8 <5.8 <0.58 <0.58NA<0.58NA18,0001,4-Dichlorobenzene<7.3 <1.4<0.253 0.824 J<0.253 <0.186 0.908 J<7.3 <7.3 <0.73 <0.73<0.186 <0.73<0.253 110Dichlorodifluoromethane15<1.13.24 3.52 3.29 3.70 3.37 <4.3 <4.3 <0.43 <0.433.51 <0.435.69 8,800cis-1,2-Dichloroethene+<3.2 <0.81NA <0.0955 NA <0.0955 <0.0955 <3.2 <3.2 <0.32 <0.32<0.0955 <0.32NANEtrans-1,2-Dichloroethene+<3.2 <0.80NA <0.108 NA <0.108 <0.108 <3.2 <3.2 <0.32 <0.32<0.108 <0.32NA3,500Ethyl Acetate<5.4 <1.314.7 215 0.962 J 524 523 <5.4 <5.4 <0.54 <0.542,020<0.541.94 6,100Ethylbenzene<5.0 <1.3<0.187 3.62 <0.187 2.05 J 1.32 J<5.0 <5.0 <0.50 <0.503.13 <0.50<0.187 4904-Ethyltoluene<6.0 <1.5<0.266 1.06 J<0.266 0.846 J 0.846 J<6.0 <6.0 <0.60 <0.600.831 J<0.60<0.266 NEHeptane<4.8 <1.2<0.193 13.4 <0.193 7.17 6.97 <4.8 <4.8 <0.48 <0.4831.9 <0.48<0.193 35,000n-Hexane<12 <3.1<0.254 <0.0472 <0.254 <0.0472 <0.0472 <12 <12 <1.2 <1.2<0.0472 <1.2<0.254 61,000Methyl Ethyl Ketone (MEK)1,300 58039.3 24.3 69.4 24.1 24.03,200 3,600 310 30024.8 58053.5 440,0004-Methyl-2-Pentanone (MIBK)<4.3 <1.1<0.254 <0.121 <0.254 <0.121 <0.121 <4.3 <4.3 <0.43 <0.43<0.121 <0.43<0.254260,000Methylene Chloride<8.42.2 J1.55 J 4.01 2.40 3.12 3.30<8.419 J 0.99 J<0.841.51 J1.2 J3.29 53,000Naphthalene<8.0 <2.0<0.386 0.603 J<0.386 <0.183 0.540 J<8.0 <8.0 <0.80 <0.800.639 J<0.80<0.386 36Propene<6.4 <1.6<0.139 <0.242 <0.139 <0.242 <0.242 <6.4 <6.4 <0.64 <0.64<0.242 <0.64<0.139 260,000Styrene<5.3 <1.3<0.149 0.848 J<0.1490.733 J 0.694 J<5.3 <5.3 <0.53 <0.530.890 J<0.53<0.149 88,000Tetrachloroethene<7.5 <1.9<0.441 1.76 J<0.4410.699 J 1.55 J<7.5 <7.511 132.39 J12<0.441 3,500Tetrahydrofuran4,200 1,60078.0 106 311 106 100 12,000 15,000 1,100 1,100573 2,100191 180,000Toluene<3.99.116.6 1,360 1.79 J 361 385 <3.94.4 J<0.39 <0.392,1600.62 J12.0440,000Trichloroethene<4.3 <1.1<0.274 <0.199 <0.274 <0.199 <0.199 <4.3 <4.3 <0.43 <0.43<0.199 <0.43<0.274 180Trichlorofluoromethane130<2.12.29 J 2.23 J 1.89 J 2.13 J 2.13 J<8.5 <8.51.5 J 1.2 J2.31 J1.3 J4.34 NE1,2,4-Trimethylbenzene<6.3 <1.69.07 4.77 49.7 7.95 7.80<6.3 <6.3 <0.63 <0.634.48 <0.63<0.295 5,3001,3,5-Trimethylbenzene<6.2 <1.53.98 1.09 J 23.8 3.81 3.54 <6.2 <6.2 <0.62 <0.621.38 J<0.625.23 5,300Vinyl Chloride+<3.2 <0.81NA <0.127 NA <0.127 <0.127 <3.2 <3.2 <0.32 <0.32<0.127 <0.32NA280o-Xylene<5.4 <1.4<0.182 3.42 <0.1822.13 J 1.94 J<5.4 <5.4 <0.54 <0.542.71 1.2<0.1828,800m,p-Xylene<10.0 <2.5<0.3849.27 0.877 J 5.05 J 4.79 J<10.0 <10.0 <1.00 <1.008.001.6 J0.925 J8,800DEQ Cumulative Risk Calculator (2)Acceptable Risk LevelsCarcinogenic Risk (LICR)<1 x 10-4Non-Carcinogenic Hazard Index (HI)<1.0Carcinogenic Risk (LICR)<1 x 10-4Non-Carcinogenic Hazard Index (HI)<1.0Notes:1) NC Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Vapor Intrusion Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) dated January 2022 and based upon TCR = 1 x 10-6 and THQ = 0.2.2) NC DEQ DWM Cumulative Risk Calculator dated January 2022.Compound concentrations are reported in micrograms per cubic meter (μg/m3)Compound concentrations are reported to the laboratory method detection limits.Only those compounds detected in at least one sample, and select VOCs, are shown in the table above.* = Some compounds not on the select VOC list were analyzed for the 2019/2020 annual sampling event.+ = Some compounds on the select VOC list were not analyzed for the 2021 annual sampling event.Laboratory analytical method shown in parentheses.VOCs = Volatile Organic Compounds; NE = Not Established; NA = Not AnalyzedTCR = Target Cancer Risk; THQ = Target Hazard QuotientLICR = Lifetime Incremental Cancer Risk; HI = Hazard IndexCumulative LICR and HI calculated using the non-residential worst-case scenario and compared to DEQ and EPA acceptable risk levels for carcinogenic and non carcinogenic risks.J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration.B = Analyte detected in laboratory method blank.8.4 x 10-8Non-Residential Worst-Case4/27/2022µg/m3Non-Residential Worst-Case (Rumble Upfit)0.0702.7 x 10-8Non-Residential SGSLs (1)MP-2 / SS-DUP SS-TMP-1 / DUP-01/07/20201/7/2020SS-MP-3 / DUP 12/27/201912/27/2019Western Pour-Back Area Common Area Eastern Pour-Back Area0.091https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Vision Brokerage- VBG/VBG-013 2100 S. Tryon Street/Brownfields/VMP/Upfit Activities/Rumble/Tables/Table 2 - Summary of Sub-slab Soil GasTable 2Hart & Hickman, PC
Table 2Summary of Sub-Slab Soil Gas Analytical Data2100 S. Tryon StreetBrownfields Project No. 22054-18-060Charlotte, North CarolinaH&H Job No. VBG-013Building AreaSample IDMP-4 SS-DUPDateUnitsVOCs (TO-15)Acetone35.6 24.0NEBenzene<0.801.4 J160Cyclohexane<1.52.5 J530,000Dichlorodifluoromethane2.1 J 1.9 J8,800Ethyl Acetate8.6 3.26,100Ethylbenzene2.8 J 2.9 J490n-Hexane<1.61.6 J61,000Isopropanol9.8 9.818,000Methyl Ethyl Ketone (MEK)9.1 8.0440,000Methylene Chloride9.4 5.953,000Styrene3.5 3.888,000Tetrachloroethene0.95 J<0.383,500Tetrahydrofuran29.8 32.1180,000Toluene2.6 J 2.8 J440,000Trichloroethene5.9<0.41180Vinyl Chloride<0.72 <0.72280DEQ Cumulative Risk Calculator (2)Acceptable Risk LevelsCarcinogenic Risk (LICR)<1 x 10-4Non-Carcinogenic Hazard Index (HI)<1.0Notes:1) NC Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Vapor Intrusion Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) dated January 2023 and based upon TCR = 1 x 10-6 and THQ = 0.2.2) NC DEQ DWM Cumulative Risk Calculator dated January 2023.Compound concentrations are reported in micrograms per cubic meter (μg/m3)Compound concentrations are reported to the laboratory method detection limits.Only those compounds detected in at least one sample, and select VOCs, are shown in the table above.Laboratory analytical method shown in parentheses.VOCs = Volatile Organic Compounds; NE = Not EstablishedTCR = Target Cancer Risk; THQ = Target Hazard QuotientLICR = Lifetime Incremental Cancer Risk; HI = Hazard IndexCumulative LICR and HI calculated using the non-residential worst-case scenario and compared to DEQ and EPA acceptable risk levels for carcinogenic and non carcinogenic risks.J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration.µg/m3Western Pour-Back Area2/16/2023Non-Residential Worst-Case3.5 x 10-80.0074Non-Residential SGSLs (1)https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Vision Brokerage- VBG/VBG-013 2100 S. Tryon Street/Brownfields/VMP/Russell Tobin - Tenant Upfit/Report/Tables/Table 2 - Summary of Sub-slab Soil GasTable 2 (Page 1 of 1)Hart & Hickman, PC
Appendix B VIMS As-Built Drawings (VM-1 and VM-2)
T/FTG ( -5' - 4" )T/FTG ( -3' - 4" )P1P1P1P1P1P1P1P1P1P1LEGENDEXTENT OF VAPOR BARRIER - SEE SPECIFICATION #1 ON SHEET VM23" SCH 40 PVC PERFORATED PIPE4" SCH 40 PVC SOLID PIPEVERTICAL RISER (4" SCH 40 PVC) AND RISER NUMBER (REFER TO DETAIL #8 ONSHEET VM2 VENTILATOR SET-UP)VACUUM MONITORING POINT - 2" DIA SCH 40 PVC (TEMPORARY POINTS MAY BEABANDONED PRIOR TO OCCUPANCY DEPENDING ON THE RESULTS OF PILOT TEST)SLAB POUR-BACK AREA THAT WILL RECEIVE CONCRETE AFTER TENANTS FOR THEGROUND FLOOR ARE CONFIRMEDNOTE:1.RUMBLE TENANT UPFIT OCCURRED FROM FEBRUARY 2022 TO MAY 2022.2.RUSSELL TOBIN TENANT UPFIT OCCURED FROM JANUARY 2023 TO APRIL 2023.3.TEMPORARY MONITORING POINT TMP-1 WAS CONVERTED TO A PERMANENTMONITORING POINT DURING THE RUMBLE TENANT UPFIT ACTIVITIES.4.PERMANENT MONITORING POINT MP-6 WAS ADDED DURING DENTAL OFFICEUPFIT ACTIVITIES.F-1F-12VM21VM26VM27VM23" VENT SCREENAT END OF PIPE6VM26VM26VM24&5VM24&5VM24&5VM21VM24&5VM24&5VM28VM28VM28VM24&5VM22VM23" SCH 40 PVC 90 DEGREE ELBOW(TYPICAL)3" SCH 40 PVC TEE (TYPICAL)3VM23VM28VM2PERMANENT MONITORING POINTPERMANENTMONITORINGPOINTF-3F-2F-4TEMPORARYMONITORINGPOINT1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2018 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COM2100 SOUTH TRYONOFFICE BUILDINGVM-11309 Amble DriveCharlotte, North Carolina 28206Tel 704 597 1340 Fax 704 597 1365Atlanta, Georgia• Boca Raton, FloridaCharlotte, North Carolina• Chattanooga,TennesseeCopyright• Bennett & Pless, Inc.All Rights ReservedB & P Job Number 1964 - CelebratingYears of Structural ExcellenceNorth Carolina CorporateEngineering Certification No. F-11052018542018187682923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyAS BUILT DRAWINGVAPOR INTRUSION MITIGATIONSYSTEM AS BUILT DRAWINGOFFICE BUILDINGAS-BUILT - DENTAL OFFICE SPACEDECEMBER 19, 2023ELEVATORELEVATOR3VM23VM212/19/23PROJECT # /LOCATION /DATE /DRAWN /16VV22010/9/18CJDCHARLOTTE, NCBASEMAP:4&5VM24&5VM2MP-1MP-2MP-4MP-3TMP-1TMP-3MP-5TMP-2EASTERN POUR BACK AREACOMMON AREAWESTERN POUR BACK AREARUMBLE BOXINGTENANT SPACECOMMON AREADEMISING WALL BETWEENRUMBLE AND DENTAL OFFICEDEMISING WALL BETWEEN RUMBLEAND COMMON AREARUSSELL TOBINTENANT SPACEDENTAL OFFICETENANT SPACEMP-6DEMISING WALL BETWEENDENTAL OFFICE AND ADJACENTPOUR-BACK AREAMP-6 LOCATEDWITH STORAGEROOM #118 OFDENTAL OFFICES:\AAA-Master Projects\Vision Brokerage- VBG\VBG-013 2100 S. Tryon Street\Brownfields\VMP\Figures\18768-2100 SOUTH TRYON ST_VIMP_SHEET VM1 & VM2_DENTAL UPFIT.dwg
VIMS VAPOR LINER AND BASE COURSE (TYP)1VIMS PERFORATED COLLECTION PIPE (TYP)2BASE COURSE - CLEAN #57 STONEMIN 5" THICK BENEATH VIMS VAPOR LINERVAPOR LINER (SEE SPECIFICATION #1)3" SCH 40 SOCKET COUPLINGPERFORATED PVC PIPE SET WITHINMIN 5" BASE COURSE(SEE SPECIFICATION 2, 3, & 4)VAPOR LINER (SEE SPECIFICATION #1)CONCRETE FLOOR SLAB (EXCEPT IN REMAINING POUR-BACK)SUBBASENTSNTSVM2VM2VIMS TURBINE VENTILATOR FAN & EXHAUST (TYPICAL)8VM2NTSWIND TURBINE VENTILATOR(EMPIRE MODEL TV04SS)ELECTRICAL JUNCTION BOX FOR POTENTIAL FUTUREVACUUM FAN (SEE SPECIFICATION 6)4" SCH 40 PVC THROUGH ROOFFLASHINGROOFTOP4NTSVM2TYPICAL VIMS PIPING ABOVE COLUMN FOOTING DETAIL6NTSVM2TYPICAL VIMS LINER BELOW ELEVATOR PIT7NTSVM2BASE COURSE(SEE SPECIFICATION #1)VAPOR LINER SEALED TO CONCRETEPER MANUFACTURER INSTRUCTIONSFLOOR CLEANOUT FLUSHWITH FINISHED FLOORSEE DETAIL #5.VAPOR LINER PENETRATION SEALED TOPIPE PER MANUFACTURER INSTRUCTIONS2" SCH 40 PVC 90 DEGREE ELBOW2" VENT SCREEN ATEND OF PIPEBASE COURSE(SEE SPECIFICATION 1)EXTERNAL/STUD WALL(NOT PRESENT IN ALLLOCATIONS)2" SOLID SCH 40 PVC3" SCH 40 PVCPERFORATED PIPE(SEE DETAIL #2)4" SCH 40 PVC RISER DUCTPIPE.4" SCH 40 PVC RISER DUCTPIPE ATTACHED TO COLUMNTEMPORARY MONITORING POINTS MAY BE ABANDONED FOLLOWING PILOT TEST AND PRIOR TOOCCUPANCY. SEE VM1 AND VIMS REPORT.VACUUM MONITORING POINTWATERPROOFING - IF PRESENTSECTION THROUGH EXTERIOR WALLNTSVM2EXTERIOR SHEATHING (NOTPRESENT AT ALL LOCATIONS)6" METAL STUDS (BYMTL STUD DESIGNER)BASE COURSE(SEE SPECIFICATION #1)VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS.SUBBASE3CMU STEM WALLPOSITION VACUUMMONITORING POINT SO VENTSCREEN IS AT LEAST 5 FT FROMAN EXTERNAL WALL3" TO 4" SCH 40PVC REDUCEROFF-SET PIPE AS NEEDED FORUPPER FLOOR PENETRATIONSEXTERIOR VENEER (NOTPRESENT AT ALL LOCATIONS)GROUT FILL VOID BELOWGRADEVIMS PRESSURE MONITORING POINT - DETAIL VIEWNTSVM25VAPOR LINER PENETRATION SEALED TO PIPEPER MANUFACTURER INSTRUCTIONSFINISHED FLOOR VENEERFINISHED FLOOR SLAB2" SCH 40 PVC(SEE DETAIL #4)2" DRAIN EXPANSION TEST PLUGFLOOR CLEANOUT, ADJUSTABLE,2" DIA ZURN INDUSTRIESMODEL #CO2450-PV2 (OR EQUIVALENT)BASE COURSE(SEE SPECIFICATION #1)2" SOLID SCH 40 PVC 4" SCH 40 PVC 45 DEGREE ELBOW(OR ALTERNATE FITTINGS TOPOSITION PIPE WITHIN CONCRETE4" SCH 40 PVCSOLID PIPE2' MIN5' MIN2' MINELEVATOR SUMPSUB-BASECONTINUOUS VAPOR LINERSEALED PER MANUFACTURERINSTRUCTIONSVAPOR LINER SEALED TO CONCRETEON OUTSIDE OF ELEAVATOR SHAFTPER MANUFACTURER INSTRUCTIONS.IF WATERPROOFING IS PRESENT,INSTALL VAPOR LINER ON OUTSIDE OFWATERPROOFING SO VAPOR LINER ISBETWEEN WATERPROOFING ANDBACKFILLED SOILSWATERPROOFING - IF PRESENTCONTINUOUS VAPOR LINERSEALED PER MANUFACTURERINSTRUCTIONSEXTERNAL/STUD WALL(NOT PRESENT IN ALLLOCATIONS)SUBBASEPROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2018 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /2100 SOUTH TRYONOFFICE BUILDING16VV22010/9/18CJDCHARLOTTE, NCVM-21309 Amble DriveCharlotte, North Carolina 28206Tel 704 597 1340 Fax 704 597 1365Atlanta, Georgia• Boca Raton, FloridaCharlotte, North Carolina• Chattanooga,TennesseeCopyright• Bennett & Pless, Inc.All Rights ReservedB & P Job Number 1964 - CelebratingYears of Structural ExcellenceNorth Carolina CorporateEngineering Certification No. F-11052018542018187682923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyVAPOR INTRUSION MITIGATION SYSTEM (VIMS) SPECIFICATIONS1.VIMS VAPOR LINER IS DRAGO WRAP 20-MIL VAPOR INTRUSION BARRIER MANUFACTURED BY STEGO INDUSTRIES LLC.THE VAPOR LINER HAS BEEN INSTALLED AS SPECIFIED HEREIN AND PER MANUFACTURER INSTALLATION INSTRUCTIONS TO CREATE A CONTINUOUS LINER BELOW GROUND FLOOR SLABS AND ALONG RETAINING WALLS AND SLAB-ON-GRADE FOLDS. A MINIMUM 5-INCH THICK BASE COURSE CONSISTING OF CLEAN #57 (OR SIMILAR HIGH PERMEABILITY STONE) HAS BEEN INSTALLED BENEATH THE VIMS VAPOR LINER.2.VIMS SOLID PIPING HAS NOT BEEN TRAPPED AND IS SLOPED A MINIMUM OF 18 UNIT VERTICAL IN 12 UNITS HORIZONTAL (1%SLOPE) TO GRAVITY DRAIN. SOLID SECTIONS OF HORIZONTAL COLLECTION PIPE ARE SUPPORTED TO PREVENT PIPE SAGOR LOW POINT AND MAINTAIN 1% SLOPE TOWARD SLOTTED SECTIONS TO DRAIN CONDENSATION. HORIZONTALCOLLECTION PIPE CONSISTS OF 3" SCH 40 PVC (OR OTHERWISE NOTED IN THE DRAWINGS). ABOVE-GRADE PVC PIPEJOINTS SHALL BE CONNECTED USING PVC SOCKET COUPLINGS AND PVC GLUE.3.SUB-SLAB PERFORATED VAPOR COLLECTION PIPING IS 3" SCH 40 PVC PIPE WITH 5/8" DIAMETER HOLES IN 5 ROWS ON THEBOTTOM HALF OF THE PIPE AND SPACED 6" ON-CENTER. LENGTHS OF PIPING ARE CONNECTED USING SOCKETCOUPLINGS AND FASTENED WITH SCREWS.4.4" PVC RISER DUCT PIPING HAS BEEN INSTALLED TO CONNECT EACH SLAB PENETRATION LOCATION TO A ROOFTOPEXHAUST DISCHARGE POINT WITH WIND TURBINE VENTILATOR (SEE SPECIFICATION #4). ABOVE-SLAB RISER DUCT PIPERUNS BETWEEN THE SLAB PENETRATION AND THE ROOFTOP EXHAUST DISCHARGE HAVE BEEN INSTALLED PERAPPLICABLE BUILDING CODE AND AS SPECIFIED IN THE CONSTRUCTION DOCUMENTS AND DRAWINGS.5.RISER DUCT PIPING EXTEND IN A VERTICAL ORIENTATION THROUGH THE BUILDING ROOF AND TERMINATE A MINIMUM OF2 FT ABOVE THE BUILDING ROOF LINE. A EMPIRE MODEL TV04SS (STAINLESS STEEL) TURBINE VENTILATOR FAN HAS BEENINSTALLED ON THE EXHAUST DISCHARGE END OF EACH RISER DUCT PIPE. A PVC ADAPTOR COUPLING HAS BEENINSTALLED AT THE DISCHARGE END OF THE 4" RISER DUCT PIPE AND THE FAN ARE SECURED TO THE PVC RISER IN AVERTICAL ORIENTATION. EXHAUST DISCHARGE LOCATIONS ARE A MINIMUM OF 10 FT FROM ANY OPERABLE OPENING ORAIR INTAKE INTO THE BUILDING. NOTE THAT FAN LOCATIONS ON THE ROOFTOP DEPICTED IN THE VAPOR MITIGATIONPLAN MAY BE REPOSITIONED AS LONG AS THE NEW POSITION MEETS THE REQUIREMENTS PRESENTED ABOVE. ANELECTRICAL JUNCTION BOX (120V, 60Hz AC REQUIRED) IS INSTALLED NEAR THE FAN LOCATION ON THE ROOFTOP FORCONVERSION TO ELECTRIC FANS, IF REQUIRED. ALL WIRING AND ELECTRICAL ARE INSTALLED PER APPLICABLE BUILDINGAND ELECTRICAL CODES.6.ABOVE-SLAB ACCESSIBLE RISER DUCT PIPING ARE PERMANENTLY IDENTIFIED BY MEANS OF A TAG OR STENCIL AT AMINIMUM OF ONCE EVERY 10-LINEAR FT WITH "VAPOR MITIGATION - CONTACT MAINTENANCE DEPT". LABELS ARE ALSOFIXED TO THE TURBINE VENTILATORS IN AN ACCESSIBLE LOCATION ON THE ROOFTOP.7.THIS VAPOR MITIGATION PLAN IS INTENDED TO BE USED FOR DIRECTION OF VIMS COMPONENT INSTALLATION ONLY ANDIS NOT INTENDED TO GUIDE CONSTRUCTION OF STRUCTURAL COMPONENTS NOT RELATED TO THE VIMS.CONSTRUCTION CONTRACTOR SHALL VERIFY CONSISTENCY OF VIMS DETAILS WITH APPLICABLE STRUCTURAL,ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS AND RESOLVE ANY INCONSISTENCIES PRIOR TO VIMSINSTALLATION.ISSUED FOR CONSTRUCTIONVAPOR INTRUSION MITIGATIONPLAN - DETAILS ANDSPECIFICATIONSBASEMAP:AS-BUILT - DENTAL OFFICE SPACEDECEMBER 19, 202312/19/23S:\AAA-Master Projects\Vision Brokerage- VBG\VBG-013 2100 S. Tryon Street\Brownfields\VMP\Figures\18768-2100 SOUTH TRYON ST_VIMP_SHEET VM1 & VM2_DENTAL UPFIT.dwg
Appendix C Dental Upfit Architectural Plans (For Reference Only)
2100 S TRYON ST, CHARLOTTE, NC 28203
Appendix D Dental Office Upfit Photographic Log
VBG-013DENTAL OFFICE2100 S. TRYON STREETCHARLOTTE, NORTH CAROLINA
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Photograph 2: View of permanent monitoring point MP-6 added to dental office tenant space.
Photograph 1: View VIMS piping and gravel within the Russell Tobin upfit space.
VBG-013DENTAL OFFICE2100 S. TRYON STREETCHARLOTTE, NORTH CAROLINA
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Photograph 4: Representative view of seal at penetrations within the dental office upfit space.
Photograph 3: View of completed vapor barrier within the dental office upfit space.
VBG-013DENTAL OFFICE2100 S. TRYON STREETCHARLOTTE, NORTH CAROLINA
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Photograph 6: View of monitoring point floor completion during construction activities.
Photograph 5: View of completed slab and walls under construction at dental office upfit space.