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HomeMy WebLinkAbout22076 Bulldog Upfit Report_West Boulevard 20231102Via Email November 2, 2023 NCDEQ – Division of Waste Management Brownfields Program 1646 Mail Service Center Raleigh, North Carolina 27699-1646 Attention: Mr. Bill Schmithorst, PG Re: Tenant Upfit Report – Bulldog Taproom West Boulevard Brownfields Property Charlotte, North Carolina Brownfields Project No. 22076-18-060 H&H Job No. FCC-001 Dear Bill: 1.0 Introduction Hart & Hickman, PC (H&H) has prepared this report to document tenant upfit activities completed at The Winston mixed-use development (formerly referred to as The Square at South End) on the western portion of the West Boulevard Brownfields Property (Brownfields Project No. 22076-18-060) (Site). The West Boulevard Brownfields Property is located northeast of the intersection of S. Tryon Street and West Boulevard in Charlotte, Mecklenburg County, North Carolina. The Site is identified as 222 West Boulevard and was redeveloped with two multi- story buildings that are comprised of retail units and a leasing office on the ground floor and apartment units on upper floors. The eastern part of the West Boulevard Brownfields Property is developed with a 10-story office building and is under separate ownership. Therefore, Brownfields-related activities performed on the eastern portion of Brownfields property will be reported separately. A Site location map is included as Figure 1, and the redevelopment layout is included as Figure 2 (Attachment A). Mr. Bill Schmithorst, PG November 2, 2023 Page 2 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Text/Bulldog Upfit Report_West Boulevard (NCBP 22076-18-060)_11-2-23.doc The North Carolina Department of Environmental Quality (DEQ)-approved Vapor Intrusion Mitigation Plan (VIMP) included installation of a passive sub-slab depressurization system and post-installation soil gas sampling in the mixed-use buildings. Vapor intrusion mitigation system (VIMS) installation activities for the northern building were documented in H&H’s VIMS Installation Completion Report dated February 8, 2022, and VIMS installation in the southern building were documented in the VIMS Installation Completion Report dated March 9, 2022. Briefly, the VIMS consists of a passive sub-slab depressurization system, which is comprised of an interconnected system of vapor collection/conveyance piping installed in a permeable gravel layer beneath the buildings. The sub-slab piping is connected to riser piping which extends vertically through the building and discharges vapors through exhaust stacks installed above the building roof. Empire Model TV04SS (stainless steel) turbine ventilator fans were installed on the discharge end of the exhaust stacks on the roof. In addition, Vaporblock® Plus 20 (VBP20), a vapor barrier manufactured by Viaflex, Inc. (Viaflex), formerly known as Raven Industries, was installed between the gravel layer and the concrete slab of the buildings. The VIMS layout in the southern building, where recent tenant upfit activities occurred, is included on Figure 3 (Attachment A). The DEQ-approved VIMP included pre-occupancy sub-slab vapor sampling, along with three post-occupancy sub-slab vapor sampling events. The pre-occupancy sampling was completed in December 2021 and February 2022, which are documented in the VIMS Installation Completion Reports. The first post-occupancy event was completed in July 2022 and was documented in the VIMS Post-Installation Sampling Report dated October 19, 2022. The results of the pre- occupancy sampling and the July 2022 post-occupancy sampling event indicated that the calculated worst-case, cumulative carcinogenic and non-carcinogenic risks for residential and non-residential exposure scenarios were below the DEQ and Environmental Protection Agency (EPA) acceptable thresholds. Thus, the detected concentrations do not pose significant risk of vapor intrusion above acceptable levels. The second post-occupancy sampling event was performed in September 2023. Results of the September 2023 post-occupancy sampling event will be reported under separate cover. Mr. Bill Schmithorst, PG November 2, 2023 Page 3 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Text/Bulldog Upfit Report_West Boulevard (NCBP 22076-18-060)_11-2-23.doc The ground floor of the southern building was completed with multiple retail tenant spaces. One retail space on the ground floor of the southern building, known as Commercial Space 01, was designed to remain without a concrete slab for ease of future tenant upfit activities after the rest of the building was fully constructed. Commercial Space 01 was completed with a concrete ribbon slab along the perimeter of the retail space that surrounded exposed VBP20 vapor barrier. In 2023, H&H was contracted to oversee the repairs and completion of the VIMS at Commercial Space 01 during tenant upfit as a taproom and social club called Bulldog Taproom (Bulldog). The Bulldog upfit activities began in April 2023 and were recently completed. A discussion of the Bulldog upfit activities and associated VIMS inspections is provided in Section 2.0, an overview of VIMS influence testing is provided in Section 3.0, and a summary and conclusions are provided in Section 4.0. 2.0 Tenant Upfit Inspections Tenant upfit activities were conducted at the Bulldog retail space, which is located in the western portion of the southern building. As outlined in the VIMP and VIMS completion reports, the VIMS in the Bulldog space includes a permeable gravel layer, sub-slab vapor collection piping, a vapor barrier (VBP20), riser piping, and wind-driven turbine ventilators. A drawing depicting the layout of the VIMS and the system specifications and details is provided as Figure 3 (Attachment A), and product specifications for the VIMS components are included in Attachment B. As part of the upfit activities, the existing vapor barrier located inside the ribbon slab was cut to allow for utility installations. Additionally, several narrow trenches were installed within the concrete ribbon slab for installation of utilities which required temporary removal of the vapor barrier at these locations. Between April 2023 and August 2023, H&H conducted inspections under direction of a North Carolina (NC) Professional Engineer (PE) during various phases of construction to verify that the VIMS in Commercial Space 01 was installed in accordance with the DEQ-approved VIMP. During the upfit activities, minor modifications to the VIMS vent piping were made during the tenant upfit activities to accommodate shallow footings and utilities present in the upfit design. Mr. Bill Schmithorst, PG November 2, 2023 Page 4 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Text/Bulldog Upfit Report_West Boulevard (NCBP 22076-18-060)_11-2-23.doc The modifications were limited to shifting a small section of the sub-slab horizontal VIMS piping in the subgrade gravel to accommodate the building layout. No modifications were made to the pipe size or vertical piping. H&H completed the following VIMS inspections during the Bulldog upfit:  visual inspection of the base gravel and VIMS vent piping prior to installation of the vapor barrier;  visual inspection of the vapor barrier prior to the concrete pour; and  visual inspection of the sealant at the joints between the original and repaired concrete. After installation of the sub-grade utilities and before the concrete slab was poured, the sub- grade VIMS components were repaired and restored in accordance with the DEQ-approved VIMP. After installation and inspection of the gravel (washed #57 stone) and verification that the vent pipes remained in good condition, VBP20 was replaced above the gravel layer and sealed to the existing vapor barrier or concrete along the ribbon slab, when necessary, in accordance with manufacturer installation instructions. Vertical utilities which penetrate the vapor barrier were also sealed in accordance with VBP20 manufacturer installation instructions. The concrete was then poured to complete the slabs in the retail space. Based on observations made during the VIMS inspections, the VIMS was installed in general accordance with the VIMP. Representative photographs from the upfit inspections are included as Attachment C. When the building was first completed, the pour-back area of Commercial Space 01 contained a total of three monitoring points, two temporary monitoring points (TMP-3 and TMP-4) located in the footprint of the pourback area and a permanent monitoring point (MP-4). Access to the MP-4 location is located in the adjacent hallway/lobby to the southeast of Bulldog. The monitoring points were constructed with 2-inch diameter SCH 40 PVC to conduct effectiveness testing including vacuum influence measurements and for collection of sub-slab vapor samples for laboratory analysis. During upfit activities, H&H discovered an additional monitoring point was installed along the ribbon slab of the pour-back space and was incorrectly identified as MP-4 during initial VIMS influence testing (Section 3.0). H&H observed both monitoring points to be Mr. Bill Schmithorst, PG November 2, 2023 Page 5 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Text/Bulldog Upfit Report_West Boulevard (NCBP 22076-18-060)_11-2-23.doc in good condition and both are connected directly to the sub-slab gravel based on the results of an influence test (Section 3.0). Due to its proximity to MP-4, this monitoring point is hereon referred to as MP-4A, and both locations are depicted in Figure 3 (Attachment A). 3.0 VIMS Influence Testing On August 4 and October 17, 2023, H&H completed influence testing in the Bulldog upfit space to evaluate system sub-slab communication and to confirm that adequate vacuum can be obtained should an active depressurization system be needed in the future. DEQ considers 4 Pascals (Pa), or 0.016 inches of water column (in-WC) differential pressure the minimum vacuum needed for an active depressurization system to effectively treat potential vapor intrusion. To perform the influence testing, H&H connected electric fans with variable vacuum settings to the vertical riser piping to model an active depressurization system. Differential pressure measurements were collected at the vacuum monitoring points using a Dwyer series 475 Mark III Digital manometer (capable of measuring to 0.001 in-WC or 0.25 Pa) to establish baseline conditions prior to use of the electric fans. The electric fans were then turned on and differential pressure measurements were collected at each monitoring point over varied time intervals. The locations of the monitoring points are shown in Figure 3 (Attachment A), and the influence test data table is included in Attachment D. Results of the influence tests indicated sufficient differential pressure (ranging from -0.810 to -0.944 in-WC) in each of the temporary and permanent monitoring points. As discussed in Section 3.0, the construction of the pour-back space included two temporary monitoring points. After the completion of the effectiveness testing on August 4, 2023, and prior to completion of the upfit, the temporary monitoring points were abandoned with concrete and finished in a similar fashion to surrounding floors. The monitoring point MP-4A (Section 2.0) is located in a bathroom and therefore did not need to be abandoned. Therefore, both MP-4 and MP-4A are both considered permanent monitoring points that represent the sub-slab space of the Bulldog retail space. Mr. Bill Schmithorst, PG November 2, 2023 Page 6 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Text/Bulldog Upfit Report_West Boulevard (NCBP 22076-18-060)_11-2-23.doc 4.0 Summary and Conclusions In accordance with the DEQ-approved VIMP, H&H has completed upfit inspection of the pour- back space in Commercial Space 01 (Bulldog) in the southern building of The Winston mixed- use development on the western part of the West Boulevard Brownfields Property (Brownfields Project No. 22076-18-060) located in Charlotte, Mecklenburg County. The VIMS installation in the retail pour-back upfit consists of a passive sub-slab depressurization system with vertical extraction piping to the roof connected to wind-driven turbine ventilators. During upfit of the pour-back area, the vapor barrier was cut to allow for utility installations below the VIMS. After installation of the utilities and before the concrete slab was poured, the VIMS components were repaired and restored in accordance with the DEQ- approved VIMP. H&H personnel, under the direction of a North Carolina-licensed Professional Engineer, conducted inspections during each stage of repair. Results of the upfit inspections indicate that the VIMS was installed in general accordance with the DEQ-approved VIMP. Upon completion of the concrete slab in the retail space, VIMS influence testing confirmed sufficient communication of the sub-slab system and that adequate vacuum can be obtained from active depressurization in the Bulldog space. Following Bulldog upfit activities, the second post-occupancy sampling event was performed in September 2023. Results of the September 2023 post-occupancy sampling event will be reported under separate cover. Mr. Bill Schmithorst, PG November 2, 2023 Page 7 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Text/Bulldog Upfit Report_West Boulevard (NCBP 22076-18-060)_11-2-23.doc Should you have any questions, please contact us at 704-586-0007. Sincerely, Hart & Hickman, PC Matt Vawter, PE Bo Cappleman, PG Senior Project Engineer Due Diligence Manager Attachments: Attachment A – Figures Attachment B – Product Specification Sheets Attachment C – VIMS Installation Photographs Attachment D – VIMS Influence Testing Data Attachment A Figures 0 2000 4000 APPROXIMATE SCALE IN FEET N U.S.G.S. QUADRANGLE MAP QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) CHARLOTTE EAST, NORTH CAROLINA 1991 TITLE PROJECT SITE LOCATION MAP WEST BOULEVARDS. TRYON STREET AND WEST BOULEVARDCHARLOTTE, NORTH CAROLINA DATE: JOB NO: REVISION NO: FIGURE: 2-13-19 0 1URS-001 & LAV-001 SITE SITE HA W K I N S S T R E E T S. TRYON STREETWEST BOULEVARDCENTRO(BROWNFIELDS PROJECTNO. 16048-12-060)CAROLINA FOODS INC.(1807 S. TRYON STREET)WILMORE CENTENNIALPARK AT SOUTHENDREDEVELOPMENT LAYOUT2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyJOB NO. URS-001 & LAV-001REVISION NO. 0DATE: 1-28-21FIGURE NO. 2LEGENDBROWNFIELDS PROPERTY BOUNDARYWEST BOULEVARDS. TRYON STREET AND WEST BOULEVARDCHARLOTTE, NORTH CAROLINANOTES:1. REDEVELOPMENT PLAN PROVIDED BY AXIOM ARCHITECTURE.NORTH MIXED-USEBUILDINGSOUTH MIXED-USEBUILDINGOFFICE BUILDING UP DNDNDNDNDN726.75' TOS COMMERCIAL 03 COMMERCIAL 01 RESTROOM MECH.ELEC. CORRIDOR ELEVATOR LOBBY RESTROOM COMMERCIAL 02 COMMERCIAL 04 COMMERCIAL 05 COMMERCIAL 06 725.50' TOS 726.16' TOS 724.87' TOS724.25' TOS 724.08' TOS LEASING PACKAGE ROOM 726.75' TOS726.16' TOS725.50' TOS724.87' TOS724.25' TOS724.08' TOS JANITOR CLOSET OFFICE STORAGE ADJACENT PARKING GARAGE (UNDER SEPARATE PERMIT) STAIR 1 ELEVATOR 1 720.00' TOS MAIL LOBBY723.67' TOS ELEC. CHASE DS DS DS DS DS DS DS CVAN VANVANC FD FD UPDN F-1 MP-1 TMP-1 TMP-3 F-4 MP-4A F-5 MP-5 F-6 MP-6 F-3 TMP-4 MP-3 MP-7 REVISION NO. 0 JOB NO. FCC-001 DATE: 10-23-23 FIGURE NO. 3 WEST BOULEVARD S. TRYON STREET AND WEST BOULEVARD CHARLOTTE, NORTH CAROLINA BULLDOG TAPROOM UPFIT MAP 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology LEGEND EXTENT OF VAPOR BARRIER 3" SCH 40 PVC SLOTTED PIPE 4" SCH 40 PVC SLOTTED PIPE VERTICAL RISER (4"SCH 40 PVC) AND FAN VACUUM MEASURING POINT (2" SCH 40 PVC) TEMPORARY VACUUM MEASURING POINT (2" SCH 40 PVC) COMPLETED BUILDING AREAS NOTES: 1.SEE VIMS INSTALLATION COMPLETION REPORT PREPARED BY H&H DATED MARCH 9, 2022, FOR VAPOR INTRUSION MITIGATION SYSTEM AS-BUILTS AND INSTALLATION INFORMATION. 2.TMP-3 AND TMP-4 ABANDONED IN AUGUST 2023. BULLDOG TAPROOM TENANT SPACE MP-4 Attachment B Product Specification Sheets PRODUCT PART # VaporBlock® Plus™ 20 ................................................................ VBP20 UNDER-SLAB VAPOR / GAS BARRIER Under-Slab Vapor/Gas Retarder © 2018 RAVEN INDUSTRIES INC. All rights reserved. VAPORBLOCK® PLUS™VBP20 PRODUCT DESCRIPTION VaporBlock® Plus™ is a seven-layer co-extruded barrier made using high quality virgin-grade polyethylene and EVOH resins to provide unmatched impact strength as well as superior resistance to gas and moisture transmission. VaporBlock® Plus™ 20 is more than 100 times less permeable than typical high-performance polyethylene vapor retarders against Methane, Radon, and other harmful VOCs. Tested and verified for unsurpassed protection against BTEX, HS, TCE, PCE, methane, radon, other toxic chemicals and odors. VaporBlock® Plus™ 20 multi-layer gas barrier is manufactured with the latest EVOH barrier technology to mitigate hazardous vapor intrusion from damaging indoor air quality, and the safety and health of building occupants. VBP20 is one of the most effective underslab gas barriers in the building industry today far exceeding ASTM E-1745 (Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs) Class A, B and C requirements. Available in a 20 (Class A) mil thicknesses designed to meet the most stringent requirements. VaporBlock® Plus™ 20 is produced within the strict guidelines of our ISO 9001 Certified Management System. PRODUCT USE VaporBlock® Plus™ 20 resists gas and moisture migration into the building envelop when properly installed to provide protection from toxic/harmful chemicals. It can be installed as part of a passive or active control system extending across the entire building including floors, walls and crawl spaces. When installed as a passive system it is recommended to also include a ventilated system with sump(s) that could be converted to an active control system with properly designed ventilation fans. VaporBlock® Plus™ 20 works to protect your flooring and other moisture-sensitive furnishings in the building’s interior from moisture and water vapor migration, greatly reducing condensation, mold and degradation. SIZE & PACKAGING VaporBlock® Plus™ 20 is available in 10’ x 150’ rolls to maximize coverage. All rolls are folded on heavy-duty cores for ease in handling and installation. Other custom sizes with factory welded seams are available based on minimum volume requirements. Installation instructions and ASTM E-1745 classifications accompany each roll. APPLICATIONS Radon Barrier Methane Barrier VOC Barrier Brownfields Barrier Vapor Intrusion Barrier Under-Slab Vapor Retarder Foundation Wall Vapor Retarder VaporBlock® Plus™ is a seven-layer co-extruded barrier made using high quality virgin-grade polyethylene and EVOH resins to provide unmatched impact strength as well as superior resistance to gas and moisture transmission. VaporBlock® Plus™ Placement All instructions on architectural or structural drawings should be reviewed and followed. Detailed installation instructions accompany each roll of VaporBlock® Plus™ and can also be located at www.ravenefd.com. ASTM E-1643 also provides general installation information for vapor retarders. VAPORBLOCK® PLUS™ 20 PROPERTIES TEST METHOD IMPERIAL METRIC AppeArAnce White/Gold Thickness, nominAl 20 mil 0.51 mm WeighT 102 lbs/MSF 498 g/m² clAssificATion ASTM E 1745 CLASS A, B & C ³ Tensile sTrengTh ASTM E 154Section 9(D-882)58 lbf 102 N impAcT resisTAnce ASTM D 1709 2600 g permeAnce (neW mATeriAl) ASTM E 154Section 7ASTM E 96Procedure B 0.0098 Perms grains/(ft²·hr·in·Hg) 0.0064 Perms g/(24hr·m²·mm Hg) permeAnce (AfTer condiTioning) (sAme meAsuremenT As Above permeAnce) ASTM E 154Section 8, E96Section 11, E96Section 12, E96Section 13, E96 0.00790.00790.00970.0113 0.00520.00520.00640.0074 WvTr ASTM E 96Procedure B 0.0040 grains/hr-ft²0.0028 gm/hr-m² benzene permeAnce See Note ⁶1.13 x 10-¹⁰ m²/sec or 3.62 x 10-¹³ m/s Toluene permeAnce See Note ⁶1.57 x 10-¹⁰ m²/sec or 1.46 x 10-¹³ m/s eThylbenzene permeAnce See Note ⁶1.23 x 10-¹⁰ m²/sec or 3.34 x 10-¹⁴ m/s m & p-Xylenes permeAnce See Note ⁶1.17 x 10-¹⁰ m²/sec or 3.81 x 10-¹⁴ m/s o-Xylene permeAnce See Note ⁶1.10 x 10-¹⁰ m²/sec or 3.43 x 10-¹⁴ m/s hydrogen sulfide See Note 9 1.92E-⁰⁹ m/s TrichloroeThylene (Tce) See Note ⁶7.66 x 10-¹¹ m²/sec or 1.05 x 10-¹⁴ m/s perchloroeThylene (pce)See Note ⁶7.22 x 10-¹¹ m²/sec or 1.04 x 10-¹⁴ m/s rAdon diffusion coeffiecienT K124/02/95 < 1.1 x 10-13 m2/s meThAne permeAnce ASTM D 1434 3.68E-¹² m/sGas Transmission Rate (GTR):0.32 mL/m²•day•atm mAXimum sTATic use TemperATure 180° F 82° C minimum sTATic use TemperATure - 70° F - 57° C UNDER-SLAB VAPOR / GAS BARRIER VAPORBLOCK® PLUS™VBP20 © 2018 RAVEN INDUSTRIES INC. All rights reserved. Scan QR Code to download current technical data sheets via the Raven website. Note: To the best of our knowledge, unless otherwise stated, these are typical property values and are intended as guides only, not as specification limits. Chemical resistance, odor transmission, longevity as well as other performance criteria is not implied or given and actual testing must be performed for applicability in specific applications and/or conditions. RAVEN INDUSTRIES MAKES NO WARRANTIES AS TO THE FITNESS FOR A SPECIFIC USE OR MERCHANTABILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage. Limited Warranty available at www.RavenEFD.com 061318 EFD 1125 RAVEN ENGINEERED FILMSP.O. Box 5107 Sioux Falls, SD 57117-5107Ph: +1 (605) 335-0174 • TF: +1 (800) 635-3456 efdsales@ravenind.comwww.ravenefd.com ³ Tests are an average of machine and transverse directions.5 Raven Industries performs seam testing at 20” per minute.6 Aqueous Phase Film Permeance. Permeation of Volatile Organic Compounds through EVOH Thin Film Membranes and Coextruded LLDPE/EVOH/ LLDPE Geomembranes, McWatters and Rowe, Journal of Geotechnical and Geoenvironmental Engineering© ASCE/ September 2015. (Permeation is the Permeation Coefficient adjusted to actual film thickness - calculated at 1 kg/m³.) The study used to determine PCE and TCE is titled: Evaluation of diffusion of PCE & TCE through high performance geomembranes by Di Battista and Rowe, Queens University 8 Feb 2018.9 The study used to determine diffusion coefficients is titled: Hydrogen Sulfide (H₂S) Transport through Simulated Interim Covers with Conventional and Co-Extruded Ethylene-Vinyl Alcohol (EVOH) Geomembranes. INSTALLATION GUIDELINES - With VaporSeal™ Tape VaporSeal™ 4” Tape VaporSeal™ 4” Tape Optional Butyl Seal 2-Sided Tape Gas Barrier Applications Elements of a moisture/gas-resistant floor system. General illustration only.(Note: This example shows multiple options for waterstop placement. VaporSeal™ 4” Tape VaporSeal™ 4” Tape Optional Butyl Seal 2-Sided Tape Gas Barrier Applications Fig. 2: VaporBlock® Plus™ Overlap Joint Sealing Methods Fig. 1: VaporBlock® Plus™ Overlapping Roll-out Method Please Note: Read these instructions thoroughly before installation to ensure proper use of VaporBlock® Plus™. ASTM E 1465, ASTM E 2121 and, ASTM E 1643 also provide valuable information regarding the installation of vapor / gas barriers. When installing this product, contractors shall conform to all applicable local, state and federal regulations and laws pertaining to residential and commercial building construction. • When VaporBlock® Plus™ gas barrier is used as part of an active control system for radon or other gas, a ventilation system will be required. • If designed as a passive system, it is recommended to install a ventilation system that could be converted to an active system if needed. Materials List:VaporBlock® Plus™ Vapor / Gas BarrierVaporSeal™* 4” Seaming TapeVaporSeal™* 12” Seaming/Repair TapeButyl Seal 2-Sided TapeVaporBoot Plus Pipe Boots 12/Box (recommended)VaporBoot Tape (optional)POUR-N-SEAL™ (optional)1” Foam Weather Stripping (optional)Mako® Screed Supports (optional) VAPORBLOCK® PLUS™ PLACEMENT 1.1. Level and tamp or roll granular base as specified. A base for a gas-reduction system may require a 4” to 6” gas permeable layer of clean coarse aggregate as specified by your architectural or structural drawings after installation of the recommended gas collection system. In this situation, a cushion layer consisting of a non-woven geotextile fabric placed directly under VaporBlock® Plus™ will help protect the barrier from damage due to possible sharp coarse aggregate. 1.2. Unroll VaporBlock® Plus™ running the longest dimension parallel with the direction of the pour and pull open all folds to full width. (Fig. 1) 1.3. Lap VaporBlock® Plus™ over the footings and seal with Raven Butyl Seal tape at the footing-wall connection. Prime concrete surfaces, when necessary, and assure they are dry and clean prior to applying Raven Butyl Seal Tape. Apply even and firm pressure with a rubber roller. Overlap joints a minimum of 6” and seal overlap with 4” VaporSeal™ Tape. When used as a gas barrier, overlap joints a minimum of 12” and seal in-between overlap with an optional 2-sided Raven Butyl Seal Tape. Then seal with 4” VaporSeal™ Tape centered on the overlap seam. (Fig. 2) Page 1 of 4 Top original diagram and figure #1 were reprinted with permission by the Portland Cement Association.Reference: Kanare, Howard M., Concrete Floors and Moisture, EB119, Portland Cement Association, Skokie, Illinois, and National Ready Mixed Concrete Association, Silver Spring, Maryland, USA, 2008, 176 pages. 1.4. Seal around all plumbing, conduit, support columns or other penetrations that come through the VaporBlock® Plus™ membrane. 1.4a. Method 1: Pipes four inches or smaller can be sealed with Raven VaporBoot Plus preformed pipe boots. VaporBoot Plus preformed pipe boots are formed in steps for 1”, 2”, 3” and 4” PVC pipe or IPS size and are sold in units of 12 per box (Fig. 3 & 5). Pipe boots may also be fabricated from excess VaporBlock® Plus™ membrane (Fig. 4 & 6) and sealed with VaporBoot Tape or VaporSeal™ Tape (sold separately). 1.4b. Method 2: To fabricate pipe boots from VaporBlock® Plus™ excess material (see Fig. 4 & 6 for A-F): A) Cut a square large enough to overlap 12” in all directions. B) Mark where to cut opening on the center of the square and cut four to eight slices about 3/8” less than the diameter of the pipe. C) Force the square over the pipe leaving the tightly stretched cut area around the bottom of the pipe with approximately a 1/2” of the boot material running vertically up the pipe. (no more than a 1/2” of stretched boot material is recommended) D) Once boot is positioned, seal the perimeter to the membrane by applying 2-sided Raven Butyl Seal Tape in between the two layers. Secure boot down firmly over the membrane taking care not to have any large folds or creases. E) Use VaporBoot Tape or VaporSeal™ Tape to secure the boot to the pipe. VaporBoot Tape (option) – fold tape in half lengthwise, remove half of the release liner and wrap around the pipe allowing 1” extra for overlap sealing. Peel off the second half of the release liner and work the tape outward gradually forming a complete seal. VaporSeal™ Tape (option) - Tape completely around pipe overlapping the VaporBlock® Plus™ square to create a tight seal against the pipe. F) Complete the process by taping over the boot perimeter edge with VaporSeal™ Tape to create a monolithic membrane between the surface of the slab and gas/moisture sources below and at the slab perimeter. (Fig. 4 & 6) Preformed Pipe Boot Square Material Pipe Boot Fig. 3 SINGLE PENETRATION PIPE BOOT INSTALLATION Fig. 5 Fig. 6 1. Cut a square of VaporBlock® Plus™ barrier to extend at least 12” from the pipe in all directions. 2. Cut four to eight slices about 3/8” less than the diameter of the pipe. 5. Use Raven VaporBoot or VaporSeal™ Tape and overlap 1” at the seam. 4. Tape over the boot perimeter edge with VaporSeal™ Tape. 1. Cut out one of the preformed boot steps (1” to 4”). 2. Tape the underside boot perimeter with 2-sided Butyl Seal Tape. 3. Force the boot over pipe and press tape firmly in place. 4. Use VaporSeal™ Tape to secure boot to the pipe. 5. Tape around entire boot edge with VaporSeal™ Tape. VaporBoot Flexible Tapeor VaporSeal™ 4” TapeVaporSeal™ 4” Tape VaporBlock® Plus™Material VaporSeal™ 4” Tape Raven Butyl Seal2-Sided Tape Raven Butyl Seal2-Sided Tape VaporBoot PlusPreformed Boot 12”(minimum) 3. Force over pipe and tape the underside boot perimeter to existing barrier with 2-sided Butyl Seal Tape. Fig. 4 Page 2 of 4 Original figure #4 diagram is reprinted with permission by the Portland Cement Association.Reference: Kanare, Howard M., Concrete Floors and Moisture, EB119, Portland Cement Association, Skokie, Illinois, and National Ready Mixed Concrete Association, Silver Spring, Maryland, USA, 2008, 176 pages.Method 1 Method 2 VaporSeal™4” Tape VaporBoot PlusPerformed Boot Raven Butyl Seal 2-sided Tape Raven Butyl Seal 2-sided Tape 1.5. Sealing side-by-side multiple penetrations (option 1); A) Cut a patch large enough to overlap 12” in all directions (Fig. 7) of penetrations. B) Mark where to cut openings and cut four to eight slices about 3/8” less than the diameter of the penetration for each. C) Force patch material over penetration to achieve a tight fit and form a lip. D) Once patch is positioned, seal the perimeter to the membrane by applying 2-sided Raven Butyl Seal Tape in-between the two layers. (Fig. 8) E) After applying Raven Butyl Seal Tape between the patch and membrane, tape around each of the penetrations and the patch with VaporSeal™ 4” tape. (Fig. 9) For additional protection apply POUR-N-SEAL™ or an acceptable polyurethane elastomeric sealant around the penetrations. (Fig. 10) Fig. 7 Fig. 8 Fig. 9 Fig. 10 MULTIPLE PENETRATION PIPE BOOT INSTALLATION Fig. 6 Cut a patch large enough to overlap 12” in all directions and slide over penetrations (Make openings as tight as possible.) Once the overlay patch is positioned, seal the perimeter to the membrane by applying 2-sided Raven Butyl Seal Tape in-between the two layers. After applying Raven Butyl Seal Tapebetween the patch and membrane, tape around the perimeter of the penetration and the patch with VaporSeal™ 4” Tape. For additional protection apply POUR-N-SEAL™ or an acceptable polyurethane elastomeric sealant around the penetrations. VaporSeal™ 4” Tape VaporSeal™ 4” Tape Page 3 of 4 Option 1 Raven Butyl Seal 2-sided Tape 1.6. POUR-N-SEAL™ method of sealing side-by-side multiple penetrations (option 2); A) Install the vapor barrier as closely as possible to pipe penetrations to minimize the amount of POUR-N-SEAL™ necessary to seal around all penetrations. B) Once barrier is in place, remove soil or other particles with a dry cloth or a fine broom to allow for improved adhesion to the POUR-N-SEAL™ liquid. C) Create a dam around the penetration area approximately 2” away from the pipe or other vertical penetrations by removing the release liner from the back of a 1” weather stripping foam and adhere to the vapor barrier. Form a complete circle to contain the POUR-N-SEAL™ materials (Fig. 11). D) Once mixed, pour contents around the pipe penetrations. If needed, a brush or a flat wooden stick can be used to direct the sealant completely around penetrations creating a complete seal (Fig. 12-13). E) DO NOT leave excess POUR-N-SEAL™ in plastic container for longer than the time it takes to pour sealant. Fig. 12 Fig. 13 Fig. 11 Option 2 VAPORBLOCK® PLUS™ REPAIR INSTRUCTIONS 1.7. Proper installation requires all holes and openings are repaired prior to placing concrete. When patching small holes, simply cut a 12” long piece of 12” wide VaporSeal™ tape. Remove release liner and center over the opening. Apply pressure to create a seal (Fig. 14-15). 1.8. When installing VaporBlock® Plus™ around pipe penetrations, vertical columns, electrical ducts and other obstructions, you will find it necessary to cut it to the nearest outside edge. This cut can be easily sealed with 12” wide VaporSeal™ tape, by simply centering it over the cut, 6” on either side. Once the tape is placed correctly, apply pressure to assure a complete seal (Fig. 16). Reminder Note: All holes or penetrations through the membrane will need to be patched with 12” VaporSeal™ Tape. Fig. 14 Page 4 of 5 Fig. 15 2.1. When installing reinforcing steel and utilities, in addition to the placement of concrete, take precaution to protect VaporBlock® Plus™. Carelessness during installation can damage the most puncture–resistant membrane. Sheets of plywood cushioned with geotextile fabric temporarily placed on VaporBlock® Plus™ provide for additional protection in high traffic areas including concrete buggies. 2.2. Use only brick-type or chair-type reinforcing bar supports to protect VaporBlock® Plus™ from puncture. 2.3. Avoid driving stakes through VaporBlock® Plus™. If this cannot be avoided, each individual hole must be repaired per section 1.7. 2.4. To avoid penetrating VaporBlock® Plus™ when installing screed supports, utilize non-penetrating support, such as the Mako® Screed Support System (Fig. 17). Avoid driving stakes through VaporBlock® Plus™. If this cannot be avoided, each individual hole must be repaired per figures 14-15. 2.5. If a cushion or blotter layer is required in the design between VaporBlock® Plus™ and the slab, additional care should be given if sharp crushed rock is used. Washed rock will provide less chance of damage during placement. Care must be taken to protect blotter layer from precipitation before concrete is placed. VaporBlock® Plus™ Gas & Moisture Barrier can be identified on site as gold/white in color printed in black ink with following logo and classification listing (Fig. 18) Page 5 of 5 VaporBlock® Plus™ Gas & Moisture Barrier Note: To the best of our knowledge, unless otherwise stated, these are typical property values and are intended as guides only, not as specification limits. Chemical resistance, odor transmission, longevity as well as other performance criteria is not implied or given and actual testing must be performed for applicability in specific applications and/or conditions. RAVEN INDUSTRIES MAKES NO WARRANTIES AS TO THE FITNESS FOR A SPECIFIC USE OR MERCHANTABILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage. Limited Warranty available at wwww.RavenEFD.com ENGINEERED FILMSP.O. Box 5107 Sioux Falls, SD 57117-5107Ph: +1 (605) 335-0174 • TF: +1 (800) 635-3456 efdsales@ravenind.comwww.ravenefd.com 020316 EFD 1127 VAPORBLOCK® PLUS™ PROTECTION Fig. 16 Fig. 18 Fig. 17 * Patent Pending © Raven 2016. All Rights Reserved. TURBINE VENTILATORS CONSTRUCTION SPECIFICATIONS “A” THROAT SIZE GUAGE NO. OF BRACES BRACE MATERIALCROWN GALV.BLADE GALV.THROAT GALV. 4 24 28 26 3 ALUMINUM 6 24 28 26 3 ALUMINUM 8 24 28 26 3 ALUMINUM 10 24 28 26 3 ALUMINUM 12 24 28 24 3 ALUMINUM 14 22 26 24 3 ALUMINUM 16 22 26 24 3 STEEL 18 22 26 24 4 STEEL 20 20 26 24 4 STEEL 24 20 26 22 4 STEEL DIMENSIONAL AND PERFORMACE DATA “A” THROAT SIZE “B” HEIGHT “C” OVERALL WIDTH EXHAUSTED CAPACITY* APPROX. SHIPPING WEIGHT 4 12 10 1/4 125 5 6 14 1/2 12 3/4 147 7 8 15 14 1/4 255 8 10 16 1/4 16 1/4 425 11 12 17 19 631 13 14 19 3/4 22 3/4 700 21 16 21 3/4 25 1/2 950 31 18 24 29 1200 38 20 25 1/4 31 5/8 1700 46 24 28 1/4 35 3/4 2350 58 *4 MPHWIND CFM Attachment C VIMS Installation Photographs 2923 S. Tryon Street, Suite 100 Charlotte, NC 28203 704.586.0007(p) 704.586.0373(f)FCC-001BULLDOG TAPROOM UPFIT WEST BOULEVARD – SOUTH BUILDING CHARLOTTE, NORTH CAROLINA Photograph 2: General view of gravel in Bulldog Taproom space Photograph 1: General view of the gravel and sub-slab piping in Bulldog Taproom space 2923 S. Tryon Street, Suite 100 Charlotte, NC 28203 704.586.0007(p) 704.586.0373(f) Photograph 3: General view of penetrations in Bulldog Taproom space Photograph 4: General view of vapor barrier in Bulldog Taproom space FCC-001BULLDOG TAPROOM UPFIT WEST BOULEVARD – SOUTH BUILDING CHARLOTTE, NORTH CAROLINA 2923 S. Tryon Street, Suite 100 Charlotte, NC 28203 704.586.0007(p) 704.586.0373(f) Photographs 5 & 6: General view of poured concrete and edge seals in the Bulldog Taproom space FCC-001BULLDOG TAPROOM UPFIT WEST BOULEVARD – SOUTH BUILDING CHARLOTTE, NORTH CAROLINA Attachment D VIMS Influence Testing Data Table D-1VIMS Influence Testing DataSquare at Southend Apartments - Bulldog UpfitWest BoulevardCharlotte, North CarolinaBrownfields Project No. 22076-18-060H&H Job No. FCC-001F-3 F-4 MP-4 MP-4A TMP-3 TMP-40 0.000 0.000NM 0.000 0.000 0.0001 -2.006 -2.070 NM -0.927 -0.942 -0.93410 -2.002 -2.066 NM -0.930 -0.944 -0.9370 0.000 0.0000.000 0.000 NM NM1 -2.203 -2.276-0.813 -0.828 NM NM10 -2.207 -2.272 -0.810 -0.825 NM NMNotesVacuum measurements are reported in inches of water column (in-WC).MP = monitoring point; TMP = temporary monitoring pointNM = Not Measured TMP-3 and TMP-4 abandoned during upfit activities prior to the 10/17/2023 testing. Fan Utilized: RadonAway RP2658/4/202310/17/2023DateElapsed Time (minutes)Vacuum Monitoring Point Measurements (in-WC)Bulldog Taproom Retail Space (Commercial Space 01)Fans Monitoring Pointshttps://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Foard Construction/Bulldog Upfit Report/Pilot Test Data/Pilot Test - Bulldog Pourback10/23/2023Table D-1Hart Hickman, PC