16041 Fleming Lab Indoor air WP_Approval 2021.02.23

February 23, 2021

Sent Via E-mail William O. Fraizer, PG Terrqacon Consultants, Inc.
2701 Westoirt Road Charlotte, NC 28208 [e-mail]

Subject: Work Plan Approval Fleming Laboratories Brownfields Property Charlotte, Mecklenburg County Brownfields Project No. 16041-12-060

Dear Mr. Frazier The North Carolina Department of Environmental Quality (DEQ) Brownfields Program received the Indoor Air Sampling Work Plan dated February 23, 2021 (Work Plan). DEQ Brownfield
comments to previous revisions dated January 25, 2021 of this Work Plan have been addressed;
therefore, the Work Plan is approved. 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 Brownfields Program Project Manager

ec: [e-mail] [e-mail] [e-mail] [e-mail]

Terracon Consultants, Inc. 2701 Westport Road Charlotte, NC 28208
P [704] 509 11777 F [704] 509 1888 terracon.com

February 23, 2021

Ms. Carolyn Minnich
Division of Waste Management – Brownfields Program
NC Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646

RE: Indoor Air Sampling Work Plan
Fleming Laboratories-RFRU Brownfields Site
2215 Thrift Road
Charlotte, Mecklenburg County, North Carolina
NCBP #16041-12-060
Terracon Project No. 71187236

Dear Ms. Minnich:

On behalf of Summit Avenue Thrift Road LLC (PD), Terracon Consultants, Inc. (Terracon) is
pleased to submit this Indoor Air Sampling Work Plan for the above referenced site (Figure 1).
The PD recently completed modifications to the existing sub-slab depressurization system at the
on-site building, which consisted of the relocation of five suction points, repair/replacement of
leaking pipes and tubing, and repairs to damaged gate valves and wiring. System
measurements indicate the system is operating within its originally designed specifications. The
purpose of this proposed work is to confirm the system is preventing vapor intrusion into the
building, as required by the Environmental Management Plan (EMP). The PD is seeking your
approval of the proposed work. A brief summary of Terracon’s scope of services and a
proposed schedule are discussed below.
SCOPE OF SERVICES
The day prior to indoor air sampling (see below), Terracon will conduct an indoor air building
survey to identify potential indoor air sources of volatile organic compounds (VOCs). Indoor air
will be screened using a parts-per-billion capable photo-ionization detector (PID) and the
location of possible VOC-containing materials (e.g. solvents, cleaning supplies, fuels, etc.) will
be documented on a site map. Terracon may request the site occupants remove materials if
they are suspected to contain chlorinated solvents. If the materials are needed for day-to-day
operations of business conducted at the site, the materials will remain during the sampling
period.

Terracon proposes to collect two indoor air samples (IA-01A and IA-02A) and one outdoor
sample (OA-01). A site diagram showing the proposed locations of the indoor air samples is
Indoor Air Work Plan
Fleming Laboratories-RFRU Brownfields Site ■ Charlotte, North Carolina
February 23, 2021 ■ Terracon Project No. 71187236
Responsive ■ Resourceful ■ Reliable 2

included as Figure 2. These locations were chosen to approximate the prior indoor air sample
locations collected in 2018, which are depicted in Figure 3 for reference. The location of the
outdoor air sample will be determined once on site based upon a combination of the upwind
direction the day of the sampling and where the sample is least likely to be disturbed. Locations
may be adjusted in the field based on the professional judgment of Terracon field staff. A blind
duplicate sample will also be collected from one of the indoor locations and submitted to the
laboratory for analysis as a quality assurance/quality control (QA/QC) measure.

The samples will be collected in laboratory-supplied, individually-certified 6-liter Summa®
canisters equipped with 8-hour flow controllers. Terracon will record the residual vacuum
pressures within the canisters on an approximate hourly basis. The residual vacuum of the
canisters will not be allowed to go to zero prior to the end of the sampling period. The air
samples will be submitted to Con-Test Analytical Laboratories (now owned by Pace National) of
East Longmeadow, Massachusetts for analysis of VOCs via EPA Method TO-15 low level
(modified list, as discussed below). North Carolina does not certify laboratories for air analysis;
however, Con-Test is certified to perform air analyses in the following States: Florida (#E871027
NELAP); Virginia (#1381); New Jersey (#MA007 NELAP) and Maine (#2011028). Con-Test will
be contacted in advance of the soil vapor sampling event to ensure that the method detection
limits will be lower than the applicable screening level concentrations. A Level II QA/QC
package will be requested from the laboratory. Terracon will note estimated concentrations
between the laboratory reporting limits and method detection limits (“J-flagged” concentrations),
if any, in the report. In addition, Terracon will request Con-Test record the sample canister
vacuums on the chain-of-custody documentation upon their receipt.

Based on Exhibit 2 of the Brownfields Agreement and subsequent rounds of indoor air testing,
indoor air contaminants historically identified at the site above their non-residential screening
level include chloroform, tetrachloroethylene (PCE) and trichloroethylene (TCE). As such,
Terracon proposes the indoor and outdoor air samples be analyzed solely for chloroform, TCE,
PCE, and the degradation products of PCE (1,1-dichloroethane, 1,2-dichloroethane,
1,1-dichloroethylene, cis-1,2-dichloroethylene, and trans-1,2-dichloroethylene.

Upon completion of assessment activities and receipt of the laboratory analytical results, a
Brownfields Assessment Letter Report will be prepared. The report will include documentation
of field activities, sampling logs, a site plan with sample locations, analytical results and data
evaluation and presentation of findings including comparison of data to applicable regulatory
standards. Work associated with this scope of services will be performed under the direction of
a Licensed Geologist registered in the State of North Carolina.

Indoor Air Work Plan
Fleming Laboratories-RFRU Brownfields Site ■ Charlotte, North Carolina
February 23, 2021 ■ Terracon Project No. 71187236
Responsive ■ Resourceful ■ Reliable 3

Schedule

Terracon proposes to complete this work during the month of March 2021, following receipt of
written notification by the Brownfields Program to proceed. It is anticipated that on-site field
activities can be completed during two business day; however, the schedule will be dependent
upon site conditions and vendor schedules.

Terracon appreciates the opportunity to present this work plan to the NC Brownfields Program.
Should you have any questions or require additional information, please do not hesitate to
contact our office.

Sincerely,
Terracon Consultants, Inc.

William O. Frazier, PG Christopher L. Corbitt, PG
Project Geologist Senior Geologist

Attachments: Figure 1 – Topographic Vicinity Map
Figure 2a – Indoor Air Sampling Location Map (Entire Building)
Figure 2b – Indoor Air Sampling Location Map (Summitt Seltzer)
Figure 2c – Indoor Air Sampling Location Map (Redemption Brewing)
Figure 3 – 2018 Indoor Air Sample Location Map

TOPOGRAPHIC VICINITY MAP
Fleming Laboratories-RFRU Brownfields Site
2215 Thrift Road Charlotte, NC
TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY
QUADRANGLES INCLUDE: MOUNTAIN ISLAND LAKE, NC (1/1/1997), DERITA, NC (1/1/1993), CHARLOTTE WEST, NC (1/1/1993) and CHARLOTTE EAST, NC (1/1/1988).
2701 Westport Rd
Charlotte, NC 28208-3608
71187236
Project Manager:
Drawn by:
Checked by:
Approved by:
WOF
CLC
CLC
1”=2,000’
71187236.1
Feb 2021
Project No.
Scale:
File Name:
Date: 1
FIGURE WOF
APPROXIMATE
SITE BOUNDARY
MECKLENBURG COUNTY CODE ENFORCEMENTThe Design In These Construction Documents Have Been Reviewed For Compliance With The State Building Code. It Is The Responsibility Of The Contractor To Construct This Project With Good Engineering Practice And In Compliance With The North Carolina State Building Code.
GENERAL NOTES
LEGEND
5. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES OF OCCUPANCY.
15. ALL KITCHEN EQUIPMENT AND EQUIPMENT PLACEMENT SHALL BE APPROVED BY SUPPLIER AND OWNER IN WRITING, THEN
SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION.
9. ALL FINISH OUT ELECTRICAL COVER PLATES/ SWITCH AND OUTLET COLORS AND MATERIALS MUST BE APPROVED BY ARCHITECT
PRIOR TO INSTALLATION.
6. SHORE AND BRACE ALL EXCAVATIONS IN ACCORDANCE WITH CITY, STATE, & O.S.H.A. REQUIREMENTS.
11. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND THEIR RELATIONSHIP TO NEW
CONSTRUCTION. ANY CONDITIONS UNCOVERED DURING DEMOLITION OR CONSTRUCTION THAT CONFLICT WITH DRAWINGS, SHOULD BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
10. ALL INTERIOR DIMENSIONS ARE INTERIOR FINISH FACE TO INTERIOR FINISH FACE UNLESS OTHERWISE NOTED. G.C. TO VERIFY ALL
DIMENSIONS.
7. ALL EXTERIOR WALL SHEATHING AND WOOD BLOCKING TO BE NON-COMBUSTIBLE PER SECTION 603 OF THE 2012 NC BUILDING CODE.
COORDINATE WITH SECTIONS FOR WOOD PLACEMENT REQUIREMENTS.
19. CONTRACTOR TO COORDINATE ALL REQUIRED MILLWORK BLOCKING WITH MILLWORK MANUF./ MILLWORK DRAWINGS.
20. ALL FOOD SERVICE EQUIPMENT, OPERATIONAL HARDWARE AND LIGHTING (I.E. CONTROLS AND SWITCHES) MUST BE APPROVED BY
ARCHITECT PRIOR TO INSTALLATION.
16. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, ELECTRICAL AND PLUMBING INFORMATION WITH THE ARCHITECTURAL
DRAWINGS IN THEIR ENTIRETY, TO INSURE THE PROPER AND DESIRED INSTALLATION OF ALL SYSTEMS SPECIFIED WITHIN THE
CONSTRUCTION DOCUMENT SET.
18. ALL APPLICATIONS FOR PAYMENT AND CHANGE ORDER REQUESTS MUST BE SUBMITTED USING CERTIFIED AIA DOCUMENTATION AND
FORMS. ALL SUBMITTALS USING DOCUMENTATION OTHER THAN SPECIFIED ABOVE WILL NOT BE ACCEPTED FOR REVIEW BY
ARCHITECT.
17. IF CHANGES OCCUR THROUGHOUT ANY PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL ISSUE, TO THE ARCHITECT, A
SYSTEMATIC BREAKDOWN OF ALL SUBSEQUENT COSTS IN WRITING PRIOR TO THE ISSUANCE OF A REQUEST OF CHANGE ORDER
APPROVAL.
1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, INVESTIGATE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS, PRIOR TO
PRICING THE PROJECT. ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH ARE VISIBLE AND/OR CAN BE
REASONABLY ANTICIPATED.
4. G.C. IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL WORK REQUIRED BY THEM
TO COMPLETE THEIR INSTALLATION. G.C. IS RESPONSIBLE FOR INSURING PROPER COMPACTION OF UTILITY COMPANY TRENCHES.
3. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CITY AND STATE CODES AND STANDARDS.
2. G.C. IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, EXISTING CONDITIONS, SITE GRADES, ETC. PRIOR TO CONSTRUCTION AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT COULD AFFECT THE DESIGN AND FINISH-OUT OF THE CONSTRUCTION. BUILDING
LAYOUT TO BE VERIFIED BY A LICENSED SURVEY OR THE PROJECT CIVIL ENGINEER WITH WRITTEN VERIFICATION FORWARDED TO THE
OWNER/ARCHITECT.
12. DO NOT ALTER ANY STRUCTURAL ELEMENTS WITHOUT WRITTEN APPROVAL FROM THE LANDLORD & CONFIRMED BY THE
ARCHITECT.
14. ALL EXISTING EXTERIOR WALL TO RECEIVE SPECIFIED SHEATHING @ INTERIOR WHERE NEEDED, INSULATION REQUIREMENTS SHALL
BE COORDINATED WITH BUILDING SHELL REQUIREMENTS AND BE INSTALLED PER THE SPECIFIED INFORMATION.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL SUBS AND MISC. PARTICIPANTS, IN THE CONSTRUCTION OF
THIS PROJECT, SHALL HAVE ALL CURRENT DRAWINGS AS DISTRIBUTED BY OWNER, ARCHITECT, OR GOVERNMENTAL AUTHORITIES. THE
CONTRACTOR SHALL MAINTAIN A SET OF PERMITTED DRAWINGS AS OBTAINED FROM GOVERNMENT AUTHORITIES DURING PERMIT
ACQUISITION ON SITE AT ALL TIMES FOR THE REFERENCE OF ALL PARTICIPANTS INVOLVED.
29. ALL MILLWORK PROVIDED BY GC TO BE COORDINATED WITH FOOD SERVICE EQUIPMENT. SHOP DRAWINGS TO BE SUBMITTED FOR
COORDINATION & GC TO COORDINATE ALL INSTALLATION REQUIREMENTS FOR EQUIPMENT.
26. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, ELECTRICAL AND PLUMBING INFORMATION WITH THE ARCHITECTURAL
DRAWINGS IN THEIR ENTIRETY, TO INSURE THE PROPER AND DESIRED INSTALLATION OF ALL SYSTEMS SPECIFIED WITHIN THE
CONSTRUCTION DOCUMENT SET.
27. DRINKING FOUNTAINS NOT REQUIRED PER PLUMBING CODE - FREE WATER WILL BE PROVIDED UPON REQUEST.
25. ALL FOOD SERVICE EQUIPMENT AND EQUIPMENT PLACEMENT SHALL BE APPROVED BY SUPPLIER AND OWNER IN WRITING, THEN
SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION.
21. ITEMS TO BE SUPPORTED FROM TOP CHORD OF JOISTS/TRUSSES OR ANY STRUCTURAL MEMBERS . DO NOT SUSPEND ITEMS FROM
BOTTOM CHORD WITHOUT SPECIFIC APPROVAL FROM SHELL ARCHITECT.
30. ALL METAL STUD WALLS SHALL BE CONSTRUCTED OF OF 20 GAUGE STUDS UNLESS OTHERWISE DIRECTED BY STRUCTURAL
DRAWINGS (COORD. W/ STRUCT. FOR MORE INFO IF APPLICABLE.).
32. G.C. TO COORDINATE ALL AUDIO, VIDEO, & COMMUNICATION SYSTEMS & CONNECTIONS WITH OWNER & ARCHITECT. ARCHITECT TO
APPROVE ALL LOCATIONS PRIOR TO INSTALLATION.
33. ACCESSIBLE COUNTERTOPS TO HAVE 36" MIN. CLEAR WIDTH & 36" MAX. HEIGHT ABOVE FINISHED FLOOR (G.C TO VERIFY THAT
COUNTERS COMPLY WITH 2009 ANSI 117.1.)
34. SINKS TO HAVE 30" MIN. CLEAR WIDTH BENEATH SINK -BASE OF MILLWORK TO HAVE NO TOE KICK OR ATTACHED TOE KICK @ 30" MIN.
CLEAR AREA. (G.C TO VERIFY THAT SINKS & MILLWORK COMPLY WITH 2009 ANSI 117.1.) -SEE SHEET G-2.0 FOR H/C ACCESSIBLE SINK
35. GENERAL CONTRACTOR TO COORDINATE WITH FINISH SCHEDULE, ELEVATIONS & PLANS FOR ALL FINISH SPECIFICATIONS.
36. ALL EXISTING WALLS MAY REQUIRE NEW FINISHES AS SPECIFIED. COORDINATE WITH FINISH SCHEDULE AND INTERIOR ELEVATIONS
FOR REQUIREMENTS.
37. ALIGN NEW WALL WITH EDGE OF EXISTING OPENING (IE, WINDOW OPENING, DOOR OPENING OR EXISTING JOG IN WALL)
38. ALL MILLWORK THAT ADJOINS WINDOWS TO HAVE A FINISHED FACE. ALLOW 1" MIN. BETWEEN FINISHED FACE & GLASS TO ALLOW
FOR BLINDS TO PASS BY WINDOWS (IF APPLICABLE).
39. COORDINATE WITH SHEET G-2.0 FOR ACCESSIBLE REQUIREMENTS, DETAILS & MORE INFO.
31. ALL EQUIPMENT PLACEMENT SHALL BE APPROVED BY SUPPLIER AND OWNER IN WRITING, THEN SUBMITTED TO ARCHITECT PRIOR
TO INSTALLATION.
22. PROVIDE FRP PANELS W/ ORANGE PEEL TEXTURE -COORDINATE WITH WALL TYPES FOR MORE INFORMATION.
23. ALL ELECTRICAL COVER PLATES , PLUG AND SWITCH COLORS AND MATERIALS MUST BE APPROVED BY OWNER PRIOR TO
INSTALLATION.
28. ANY EXTERIOR CHANGES TO EXISTING SHALL BE COORDINATED WITH BUILDING SHELL REQUIREMENTS AND BE INSTALLED PER THE
SPECIFIED INFORMATION AND MEET ALL LANDLORD REQUIREMENTS.
24. ALL COUNTERTOP (ALL AREAS) MATERIAL AND RECLAIMED WOOD TO BE APPROVED BY OWNER BY MEANS OF PHYSICAL SAMPLES
PROVIDED BY G.C.
40. G.C. TO PROVIDE AN ALLOWANCE FOR REPLACED RTU CURBS & STEEL REINFORCEMENT AS NEEDED FOR THE SPECIFIED UNITS.
ALSO PROVIDE PRICING TO ALLOW FOR ALL NEW ROOF PENETRATIONS, REINFORCING AND ROOF WATERPROOFING REPLACEMENT.
41. G.C. SHALL INSTALL FIRE EXTINGUISHERS IN LOCATIONS AND IN QUANTITIES APPROVED BY LOCAL AUTHORITIES HAVING
JURISDICTION PER 2006 I.F.C.(section 906.2) and NFPA 10.
42. ALL EXTERIOR STOREFRONT WINDOW AND GLASS MODIFICATIONS SHALL MATCH EXISTING BUILDING SPECIFICATIONS AND REQUIRE
L.L. AND ARCH SHOP DRAWING APPROVALS PRIOR TO COMMENCING WORK.
43. ALL WET AREAS AND WET WALLS (TO INCLUDE ALL KITCHEN WALLS) SHALL RECEIVE 5/8" DUROCK CEMENT BOARD (OR EQUAL)
EXTENDED FROM FLOOR 2'-0" MINIMUM AT FLOOR PERIMETER. THE REMAINDER OF WALLS SHALL RECEIVE 5/8" MOISTURE RESISTANT
GYP. BOARD- COORDINATE WITH FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR SPECIFIED FINAL WALL FINISHES.
44. ALL EXISTING RATED WALLS AND ELEMENTS TO REMAIN. NO CHANGES OR NEW PENETRATION SHALL OCCUR.
45. ALL LIGHTING CONTROLS, TOGGLES AND SWITCHES ETC. SHALL BE COORDINATED WITH LIGHTING MANUFACTURER TO INSURE THAT
PROPER SWITCH TYPES, DIMMING TOGGLES, LOW VOLTAGE LINES ETC. ARE INSTALLED TO ACCOMMODATE PROPER LIGHT
FUNCTIONING.
46. ALL EXISTING EXTERIOR WALLS TO RECEIVE PROPER REPAIR- PATCH AND REPAIR TO LIKE NEW CONDITION WHERE FEASIBLE.
RE-USE STOCK-PILED DEMOLISHED WALL BRICKS TO MATCH EXISTING.
47. PATCH/ REPAIR / RECONSTRUCT EXISTING FLOOR AS REQUIRED FOR SMOOTH LEVEL CONSISTENT FLOOR AND FINISH. (G.C. TO
FIELD VERIFY CONDITIONS)
NEW METAL STUD INTERIOR WALL
-5/8" GWB ON BOTH SIDES OF WALL OVER 3-5/8", 20 GAUGE METAL STUDS AT 16" O.C.
-EXTEND TO BOTTOM OF SOFFIT & PROVIDE SOUND BATT. INSULATION
NEW COOLER WALL
-BY MANUFACTURER
NEW METAL STUD INTERIOR WALL
-5/8" GWB ON EXPOSED SIDE OF WALL OVER EXISTING METAL STUD WALL
-EXTEND TO BOTTOM OF CEILING & PROVIDE SOUND BATT. INSULATION
-PROVIDE BLOCKING AT TV LOCATIONS, COORD. W/ RCP
EXISTING INTERIOR / EXTERIOR WALL
LEGEND NOTES:
1.**COORDINATE FINISHES OVER WALL TYPES WITH FINISH PLAN AND FINISH SCHEDULE
2.PATCH EXISTING WALL GYP. BOARD & INSULATION AS REQ.'D DUE TO EXISTING CONDITIONS OR DAMAGE CAUSED DURING NEW
CONSTRUCTION.
3.PROPER EQUIPMENT BLOCKING IN WALLS WILL BE DIRECTED BY THE EQUIPMENT SUPPLIER AND MILLWORK MANUF., THEN
COORDINATED AND INSTALLED BY THE GENERAL CONTRACTOR.
4.ALL TYPES SPECIFIED AND UNSPECIFIED SHALL BE COORDINATED WITH ALL APPLICABLE DRAWINGS AND DETAILS CONTAINED
IN THIS CONSTRUCTION DOCUMENT SET.
5.CONTACT THE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES OCCUR.
6.***USE GREEN BOARD (OR WATER RESISTANT GYPSUM BOARD) IN ALL WET AREAS.
NEW METAL STUD EXTERIOR WALL
-5/8" GWB ON INTERIOR SIDE OF WALL OVER 3-5/8", 20 GAUGE METAL STUDS AT 16" O.C.
-PROVIDE SOUND BATT INSULATION
-EXTERIOR SIDE TO BE DENSGLASS GOLD, FINISH TO MATCH ADJACENT EXISTING FINISH
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4"3'-4"4"6"3'-0"6"10"7'-9"6'-0"23'-1 1/2"10'-5 3/4"9'-1 1/4"4'-10 3/4"4'-8"13'-1"4'-0"D106
D10901
A-1.2DETAIL 18'
-
0
"10'-0"EXISTING SLAB VENT PIPE TO REMAIN,
PROTECT AS NECESSARY
EXISTING FOUNDATION VENTS TO
REMAIN, TYP. REPAIR AS REQUIRED, GC
TO FIELD VERIFY LOCATIONS
WATER COOLER, SEE A-1.1
EQUIPMENT SCHEDULE
DRINK RAIL, SEE ELEVATIONS
SEATING SHOWN FOR
REFERENCE ONLY
EXISTING 6" CONCRETE CURB TO
REMAIN
D1078'-11 1/4"3'-0"2'-2"14'-1 1/4"4'-7 1/4"
36" MIN.
VERIFY LOCATION OF COOLER IN FIELD
BASED ON EXISTING CONDITIONS
-ALIGN TO EXISTING CURB LINE
6'-4"
EXISTING 42" GUARDRAIL TO REMAIN,
NO CHANGE 1'-8 3/4"EXISTING POST TO REMAIN
17'-6 1/4"3'-0"6'-6"6'-8"11'-10 3/4"10'-7 1/4"SEATING AREA
101
ENTRY
100
BAR
102
INDOOR
COOLER
103
OFFICE
105
BREW LAB
104
PRODUCTION
AREA
106
OUTDOOR
COOLER
107
TRENCH DRAIN, COORD. W/
PLUMBING
BREWERY EQUIPMENT,
COORD. W/ A-1.1 EQUIPMENT
PLAN/SCHEDULE AND MEP
DRAWINGS TYP.02/A-4.0ELEVATION02/A-4.
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ELEVA
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05/A-4.1
ELEVATION
W2 W2
INFILL EXTERIOR WALL TO
MATCH EXISTING CONDITIONS,
SEE LEGEND
DRINK RAIL, SEE ELEVATIONS
EXISTING ROOF ACCESS LADDER
1'-0"
1'-0"
VISTAGREEN ARTIFICIAL GREEN
WALL SYSTEM, SEE INTERIOR
ELEVATIONS AND DETAILS
01/A-4.1ELEVATIONADJACENT
TENANT
NOT IN SCOPE
PATIO
108
TWO DERO BIKE HOOK SOLO
BIKE RACKS (OR APPROVED
EQUAL) WITH VERTICAL
STORAGE. INSTALL PER
MANUF. SPECIFICATIONS IN
STAGGERED CONFIGURATION,
COORD. W/ DETAIL SHEETS
ADJACENT
TENANT
NOT IN SCOPE
10 1/4"6"6'-10 1/2"6'-10 1/2"8"9'-10 1/4"
MEN'S
109
WOMEN'S
110
02
A-1.2 DETAILD111
D112
BABY CHANGING BABY CHANGING
INSULATED GLASS DOORS
BABY CHANGING
INSULATED GLASS DOORS
NO NEW WORK IN
THIS AREA
SUMMIT
SELTZERY
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GENERAL NOTES & LEGEND 01SCALE: N.T.S.
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FLOOR PLAN
FLOOR PLAN - LEVEL ONE 02SCALE: 1/8" = 1'-0"
Sheet Name
Issue Date
Sheet NumberSEALThis d r a w i n g i s t h e p r o p e r t y o f P e a d o n
F i n e i n A r c h i t e c t u r e P L L C a n d
is not to be reproduced in whole or in part. It is to be used only for the project
and site identified herein. This drawing shall be returned upon request.
Project Number
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REVISION NUMBER 704. 479. 6979 [e-mail] DATESUMMIT SELTZERYBUSINESS UPFITCHARLOTTE, NORTH CAROLINAPROJECT LOCATION:2215 THRIFT ROAD, UNIT BCHARLOTTE, NC 28208PROJECT OWNER:KRISTIN CAGNEY17810 HALF MOON LANE, UNIT RCORNELIUS, NC 2803111/14/2019
1935
826 Hawthorne Lane
Charlotte, NC. 28204
01/22/2020
KEY PLAN 03SCALE: NOT TO SCALE
11/18/2019REVISION 11
1
2
01/22/2020REVISION 22
MECKLENBURG COUNTY
CODE ENFORCEMENT
The Design In These Construction
Documents Have Been Reviewed For
Compliance With The State Building
Code. It Is The Responsibility Of The
Contractor To Construct This Project
With Good Engineering Practice And
In Compliance With The North
Carolina State Building Code.
1:12 slope1:12 slope624mfflat top gas griddle_24inchVULCAN6 burn w/ovenconvection ovenvulcan 40.25inchNor-Lake 72" Drawer Fridgefryer 40lbfryer 40lbGas CharbroilerVTEC 48711681160" sandwich top490091448" sandwich top3 well hot table- vollwrathovershelf 48" 2 tierheat lamp 36"heat lamp 42"overshelf 72" 2 tier30x36 ss work tableheat lamp 42"overshelf 72" 2 tier1 door Fridge 23cuft
soil dish tableclean dish tablefaucettshelving aboveshelving above30x36 ss work table30x36 ss work tablefaucett30x36 ss work tableUB handsink2dr UC Back Bar Cooler 48"2dr UC Back Bar Cooler 48"UNIT 210,180 SFHand Sink2 door fridge
49cuft
2 door fridge
49cuft Hand SinkHand Sink490091448" sandwich top 1 door Freezer 23cuft
SINKKEG WASHERG&D

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IA Locations
SAMPLE LOCATION MAP
Fleming Laboratories
2205, 2209 and 2215 Thrift Road
Charlotte, Mecklenburg County, North Carolina
2701 Westport Road
Charlotte, NC
71187236
AEK
CLC
CLC
N.T.S.
July 2018
Scale:
3
Project Manager:Figure
Drawn by:
Checked by:
Approved by:
Project No.
File Name:
Date:
SAC
Office
Warehouse
IA-01
IA-02