23067_Blythe Isenhour_Annual Redevelopment Summary Report 2024

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Via Email
Revised - February 28, 2024 Original Submittal – January 26, 2024
NCDEQ – Division of Waste Management Brownfields Program Mail Service Center 1646 Raleigh, North Carolina 27699-1646
Attn: Mr. Pete Doorn Re: Annual Redevelopment Summary Report Blythe Isenhour
4920 Old Pineville Road Charlotte, North Carolina Brownfields Project No. 23067-19-060 H&H Job No. BOU-014/NVR-013
Dear Pete:

1.0 Introduction

On behalf of Boulevard at 4920 Old Pineville, LLC and NVR, Inc., Hart & Hickman, PC (H&H)
has prepared this Annual Redevelopment Summary Report for the Townes at LoSo development
at the Blythe Isenhour Brownfields property (Brownfields Project No. 23067-19-060) located at
4920 Old Pineville Road in Charlotte, Mecklenburg County (Site). The Site consists of 48
contiguous parcels totaling approximately 1.67 acres of land located in a primarily industrial and
commercial area of lower South End Charlotte. A Site location map is included as Figure 1, and
a Site development map is included as Figure 2.

Redevelopment plans include demolition of former Site buildings, Site-wide grading, and
construction of multiple residential townhome buildings. Redevelopment plans also include
construction of new paved access roads and parking areas, and landscaped areas.
Mr. Pete Doorn February 28, 2024 Page 2

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Redevelopment activities at the Site are being conducted in accordance with the North Carolina
Department of Environmental Quality (DEQ) Brownfields Program approved Environmental
Management Plan (EMP) dated December 8, 2020. A copy of the redevelopment Site Plan
prepared by Bohler Engineering NC, PLLC is provided in Appendix A.

The DEQ-approved EMP indicates that a report of environmental-related activities will be
prepared for submittal to the DEQ Brownfields Program each year for as long as physical
redevelopment of the Brownfields property continues. This report has been prepared in
accordance with the redevelopment reporting requirements outlined in the DEQ-approved EMP.

A brief summary of environmental-related activities associated with redevelopment of the
Brownfields property is provided in the following sections.

2.0 Environmental Related Redevelopment Activities
Soil was not exported from or imported to the Site in 2023, storm water is being managed in
accordance with the DEQ-approved EMP, and groundwater was not encountered during
redevelopment activities.

Redevelopment at the Site includes construction of new townhome buildings and installation of
the vapor intrusion mitigation system (VIMS) within twelve townhome buildings (Buildings
1001 through 1012). A brief summary of the VIMS installation activities completed in 2023 is
provided below.
2.1 Vapor Intrusion Mitigation Systems
The VIMS is being installed in accordance with the DEQ-approved Vapor Intrusion Mitigation
Plan – Revision 1 (VIMP) dated February 7, 2022. H&H completed inspection activities during
various phases of VIMS installation to confirm that the system was installed in accordance with
the DEQ-approved VIMP.

Mr. Pete Doorn February 28, 2024 Page 3

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The vapor mitigation systems in the townhome buildings are currently being installed in
accordance with the DEQ-approved VIMP. At the time of this report, Buildings 1001 through
1003 and 1009 through 1012 have been completed and documented in VIMS Installation
Completion Reports which have been submitted under separate cover. Buildings 1004, 1005,
1007, and 1008 are under construction and the VIMS installation is ongoing.

For quality assurance and quality control purposes, the system components in the ongoing and
completed buildings have been inspected by H&H personnel, under the direction of the VIMS
design engineer. Based on results of the inspections, the VIMS is being installed in accordance
with the VIMP and VIMP Addendum. Details associated with the ongoing VIMS installation
activities will be documented in reports submitted under separate cover as the buildings are
completed.

3.0 Summary

In summary, redevelopment activities at the Blythe Isenhour Brownfields property are ongoing
and are being conducted in accordance with the DEQ-approved EMP and DEQ-approved VIMP.
Results of inspections and efficacy testing indicate that the VIMS is being installed properly at
the townhome buildings in accordance with the DEQ-approved VIMP.
Should you have any questions or need additional information, please do not hesitate to call us at
[phone].

Sincerely,
Hart & Hickman, PC (#C-1269)
Andrew Besu Trinh DeSa, PE Environmental Redevelopment Manager Engineering Manager

Mr. Pete Doorn February 28, 2024 Page 4

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Attachments: Figure 1 – Site Location Map
Figure 2 – Site Map Appendix A – Redevelopment Site Plan cc: Mr. Michael Bender, Boulevard Real Estate Advisors
Mr. Chris DeCorte, NVR Inc. Ms. Shannon Switch, H&H Mr. Trinh DeSa, H&H

Figures
USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset,and National Transportation Dataset; USGS Global Ecosystems; U.S.Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data;U.S. Department of State Humanitarian Information Unit; and NOAANational Centers for Environmental Information, U.S. Coastal ReliefModel. Data refreshed May, 2020.
SITE LOCATION MAP
OLD PINEVILLE TOWNS PHASE II4920 OLD PINEVILLE ROADCHARLOTTE, NORTH CAROLINA
DATE: 10-29-21
JOB NO: NVR-013
REVISION NO: 0
FIGURE NO: 1
2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology
TITLE
PROJECT
0 2,000 4,000
SCALE IN FEET
Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\NVR-013\Figure-1.mxdN
U.S.G.S. QUADRANGLE MAP
CHARLOTTE, NORTH CAROLINA 2013
QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC)
SITE
REVISION NO. 0
JOB NO. NVR-013
DATE: 3-9-23
FIGURE NO. 2
OLD PINEVILLE ROAD - PHASE II
4920 OLD PINEVILLE ROAD
CHARLOTTE, NORTH CAROLINA
SITE 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
SITE PROPERTY BOUNDARY
PARCEL BOUNDARY
PROPOSED PHASE II BUILDING FOOTPRINT
UNIT NUMBER44
33
ANSTON DR
I
V
EBIRCHAM DRIVETHORNDALE LANEOLD PINEVILLE ROADNOTES:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS (2023).
2. DEVELOPMENT PLAN BASED ON SITE PLAN PROVIDED BY
BOHLER ENGINEERING (STAMPED 09/09/21).32
31
36
35
34
39
38
37
42
41
40
45
44
43
48
47
46
8
7
5
4
3
2
1
6
91011121314151617181920212223
24252627282930
BIRCHAM DRIVECLEBURNE C
O
U
R
T COLQUITT COURTTHORNDALE LANEBUILDING 1006
BUILDING 1005
BUILDING 1004
BUILDING 1003
BUILDING 1002
BUILDING 1001
BUILDING 1012
BUILDING 1011
BUILDING 1010
BUILDING 1009
BUILDING 1008
BUILDING 1007
S:\AAA-Master Projects\NVR, Inc\NVR-013 Blythe-Isenhour\Figures\VIMS Site Map\Site Plan.dwg, FIG 2 PH2,SVincent

Appendix A Site Development Plan (Prepared by Bohler Engineering NC, PLLC
BIRCHAM DRIVEANSTON DRIVEPROP 2' SUE
PROP 15' SDE THORNDALE LANEOLD PINEVILLE TOWNS PHASE I -
(CONSTRUCTION COMPLETE)
APPROVED ACCELA PROJECT NUMBER: LDUTOD-2019-00068 OLD PINEVILLE ROAD31'31.7'3.8'5'16' SETBACK FROM BOCTHORNDALE LANE(PRIVATE)BIRCHAM DRIVE(PRIVATE)CLEBURNE COURT
(PRIVATE)
PROP. RETAINING WITH
FALL PROTECTION WALL
(BY OTHERS; TYP.)90'R10'R 5'
R5'R5'R5'R5'R5'R5'R
10
'
R
110'RPROP 2' VALLEY
GUTTER (TYP.)PROP. 6' WIDE SIDEWALK (TYP.)
PROP. 8' WIDE
SIDEWALK (TYP.)
PROP. MUTCD "STOP"
SIGN (R1-1, 30"X30") &
STOP BAR (TYP.)
PROP. 6' WIDE
SIDEWALK (TYP.)
PROP. 6' WIDE SIDEWALK (TYP.)
PROP 2' VALLEY
GUTTER (TYP.)
PROP 2' VALLEY
GUTTER (TYP.)
PROP 2' VALLEY
GUTTER (TYP.)
10' BUILD TO ZONE (TYP)
5.4'20'3.4'30.2'12.6'
12.6'
PROP. COMMUNITY
MAILBOX PER USPS STD.
PROP. 9' WIDE
DRIVEWAY
(TYP.)
PROP. TREE GRATE
(TYP.)
PROP. 9' WIDE
DRIVEWAY (TYP.)
PROP. 9' WIDE
DRIVEWAY
(TYP.)
PROP. 4 SHORT TERM
BIKE PARKING SPACES
(CLDSM STD 50.21)PROP. 4 SHORT TERM
BIKE PARKING SPACES
(CLDSM STD 50.21)
PROP. 4 SHORT TERM
BIKE PARKING SPACES
(CLDSM STD 50.21)
PROP (2) 8 CY (6'X6'X6')
TRASH SET ASIDE AREAS.7'20'13.8'8'8'9.8'
1.6'16.2'16'16.2'3.8'20'2'18'20'40.3'20'
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
D
E
F
G
H
ABCDABCDEFGHABC
ABCABCD
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29LOT 30
LOT 31
LOT 32
LOT 33
LOT 34
LOT 35
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 42
LOT 43
LOT 44
LOT 45 LOT 48
LOT 47
LOT 46
PROP. ±90
GUARDRAIL
ATLANTIS LANE(PRIVATE)COLQUITT COURT(PRIVATE)30.4'
2'6'2'
TOE OF WALL TO BE
SET AT LEAST 1.5'
OFF PROPERTY LINE
PROP. RETAINING WALL
TO BE CONNECTED TO
EX. WALL ON PHASE 1
OF DEVELOPMENT (BY
OTHERS)
2'6'
2'
2'6'
2'
6'12'2.5'2.5'7' TYP.5' TYP.7' TYP.5' TYP.7' TYP.5' TYP.7' TYP.5' TYP.7' TYP.5' TYP.6'6'
PROP. 8' WIDE
CONCRETE
STRIP (TYP.)
2.4'5.1'11.6'3.5'3.4'10' TYP.10' TYP.
7' TYP.
5' TYP.5' TYP.
7' TYP.
7' TYP.7' TYP.
5' TYP.5' TYP.
7' TYP.7' TYP.
5' TYP.5' TYP.2.5'5' TYP.
7' TYP.
PROP.
CONCRETE
STRIP (TYP.)LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
PROP. MUTCD "STOP"
SIGN (R1-1, 30"X30") &
STOP BAR (TYP.)
PROP. MUTCD "STOP"
SIGN (R1-1, 30"X30") &
STOP BAR (TYP.)
PROP. MUTCD "STOP"
SIGN (R1-1, 30"X30") &
STOP BAR (TYP.)
PROP. MUTCD "STOP"
SIGN (R1-1, 30"X30")
PROP. STREET NAME
SIGN (PER CLDSM
STD. 50.05/50.06)
PROP. STREET NAME
SIGN (PER CLDSM
STD. 50.05/50.06)
PROP. STREET NAME
SIGN (PER CLDSM
STD. 50.05/50.06)
PROP. STREET NAME
SIGN (PER CLDSM
STD. 50.05/50.06)
R100'
R100'
R100'
20'
16'
16'
16'
PROP. BOLLARD
(TYP.)
PROP. BOLLARD
(TYP.)
PROP. BOLLARD
(TYP.)
6'
6'3.8'EX. MH
(BY OTHERS)
PROP 2'
SUE
PROP. SAN MANHOLE
(TYP.)
PROP PCCE
(TYP.)
DRAINAGE
EASEMENT
PROP 20'
PCCE (TYP.)
PROP PCCE
(TYP.)
PROP UNDERGROUND
DETENTION FOOTPRINT
SEE SHEET C-402 FOR
DETAILS
PROP UNDERGROUND
DETENTION FOOTPRINT
PROP. STORM
MANHOLE (TYP.)
PROP. STORM
MANHOLE (TYP.)
PROP. STORM
MANHOLE (TYP.)
PROP. 4" DRAIN PIPE
PER CLDSM STD NO.
40.03 (TYP.)
PROP. 4" DRAIN PIPE
PER CLDSM STD NO.
40.03 (TYP.)
PROP. STORM
INLET (TYP.)
PROP. TRAVEL LANE
PROP. TRAVEL LANE DIST. TO BUILDING
GARAGE DOOR
SLOPE VARIES
2' ROLL
C&G
2' ROLL
C&G BUILDING FRONT2'8'8'2'
2% SLOPE 2% SLOPE
VARIES (TYP.)
6" SANITARY SEWER
(LOCATION VARIES)RCP STORMWATER PIPE
(LOCATION VARIES)
DIST. TO BUILDING
GARAGE DOOR
SLOPE VARIESBUILDING FRONTVARIES (TYP.)
WATER LINE
(LOCATION VARIES)DISCLAIMERPROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
CAD I.D.:
PROJECT:
FOR
H:\2019\NCC192129\DRAWINGS\PLAN SETS\NCC192129 - SPP - 0----->LAYOUT: C-301 SITE PLANSMTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
SHEET NUMBER:
SHEET TITLE:
NCC192129
SOM
BBM
06/01/21
OLD PINEVILLE
TOWNS PHASE II
BOULEVARD AT
4920 OLD
PINEVILLE, LLC
4920 OLD PINEVILLE ROAD
CITY OF CHARLOTTE
MECKLENBURG COUNTY, NC 28217
ALWAYS CALL 811
It's fast. It's free. It's the law.
1
2
REVISION 2 -
REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
7/26/21 CITY COMMENTS SOM
BM
9/9/21 CITY COMMENTS SOM
BM
9/9/21
ISSUED FOR PERMIT
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 09, 2021SEAL
045609
BRI
A
N B . M I L LERENGI N E E RPROFESSIO
N
ALNOR T H CAROLI
NA9/09/21
SPP-0
1"=20'
0 2051020
W
E
SNAD83 NAD83C-301
SITE PLAN
LAND USE AND ZONING INFORMATION
1.APPLICANT:4920 OLD PINEVILLE ROAD, LLC
2005 LOMBARDY CIRCLE
CHARLOTTE, NC 28202
CONTACT: MICHAEL BENDER
PHONE: [phone]
2.OWNER:HEARTREEN HOLDINGS, LLC
PO BOX 240881
CHARLOTTE, NC 28224
3.PARCEL:1.67 AC
16907609
4918 OLD PINEVILLE ROAD
CITY OF CHARLOTTE
MECKLENBURG COUNTY, NC 28217
4.ACCELA PROJECT NUMBER: LDC-2021-00112
5.EXISTING : TOD-CC (REZONING #: 2019-048)
EXISTING USE: COMMERCIAL
PROPOSED USE: TOWNHOMES
PERMITTED LAND USE: YES
6.TOTAL UNITS = 48
7.OPEN SPACE REQUIREMENTS: 10% OPEN SPACE
REQUIRED = 1.67 ACRES * 0.10 = 7,274 SF
PROPOSED COMMON OPEN SPACE = 9,200 SF (SEE SHEET C-302)
1.NON-STANDARD ITEMS(IE: PAVERS,IRRIGATION
SYSTEMS,ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
CHARLOTTE DEPARTMENT OF TRANSPORTATION/ NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED
STREETS, CONTACT CDOT AT [phone].
2.ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES
CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE
APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT
OR R/W LEASE DEPENDING UPON THE PROPOSED
DURATION OF CLOSURE. THESE APPROVALS ARE IN
ADDITION TO SITE APPROVALS AND SHOULD BE
COORDINATED WITH CDOT PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CONTACT CDOT AT [phone] AT
LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR
IMPACTS LESS THAT 30 DAYS. CONTRACTOR SHALL
CONTACT CDOT AT [phone] AS SOON AS POSSIBLE
FOR IMPACTS GREATER THEN 30 DAYS. EVERY EFFORT
SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH
MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
3.BEFORE YOU DIG STOP. CALL THE NC ONE-CALL CENTER
AT 1-800-632-4949. IT'S THE LAW.
CITY OF CHARLOTTE NOTES:
1.TWELVE (12) OR MORE RESIDENTIAL UNITS, ELIGIBLE
UNDER CHAPTER 10 OF THE CITY CODE, AS AMENDED,
FOR LARGE CONTAINER (E.G.
DUMPSTER(S)/COMPACTOR) SOLID WASTE SERVICES;
HOWEVER, THE PROPERTY MUST PROVIDE A LARGE
CONTAINER (E.G. DUMPSTER(S)/COMPACTOR). ANY
RECYCLING CARTS SHALL BE PLACED NEAR ANY
LARGE CONTAINER (E.G. DUMPSTER(S)/COMPACTOR).
THE MINIMUM SPACE ALLOCATION SHALL BE AN EIGHT
(8) CUBIC YARD DUMPSTER-TYPE OF LARGE WASTE
CONTAINER PER EVERY THIRTY (30) UNITS OR AN
EIGHT (8) CUBIC YARD COMPACTOR-TYPE OF LARGE
WASTE CONTAINER PER EVERY NINETY (90) UNITS.
7. ZONING ORDINANCE PROVISIONS
REQUIRED PROPOSED
A.)SETBACKS/BUFFERS/STRIP:BUILDING BUFFER BUILDING BUFFER
FRONT (PINEVILLE) - OTHER PRIMARY -16 FT FROM BOC N/A 16 FT N/A
REQUIRED/ALLOWED PROPOSED
B.)PARKING CALCULATIONS:
MAXIMUM PARKING SPACES: 1 PER BEDROOM 1 GARAGE SPACES PER UNIT
48 UNITS X 4 BDRM/UNIT = 192 SPACES 48 SPACES PROVIDED
REQUIRED BIKE PARKING:
1 PER 5 UNITS = 48
5 = 9.6 = 10 BIKE PARKING 12 SPACES PROVIDED
C.)BUILD-TO ZONE CALCULATIONS:
OLD PINEVILLE ROAD - 138.8' OF FRONTAGE
REQUIRED: 111.0' (80%)PROVIDED: 128.4' (92.5%)
D.) MAX BUILDING HEIGHT = 90' PROPOSED BUILDING HEIGHT = 49'
1.ALL RESIDENTIAL ENTRANCES ALONG OLD PINEVILLE WILL BE
BETWEEN 1' AND 7' ABOVE SIDEWALK GRADE.
2.PAVEMENT SECTION TO FOLLOW DETAIL U-05A ON SHEET C-303
FOR STREETS
GENERAL NOTES:
NOTE: ALL CONSTRUCTION IS TYPE V.
FOOTPRINT:
BASE HOUSE = 16' X 40'
MAXIMUM = 16'-2.5" X 40'-4"
LOWER LEVEL: (FTE) W/ TW0-CAR TANDEM GARAGE = 90 SF
FIRST FLOOR:1ST FLOOR (BASE SF) = 640 SF
SECOND FLOOR:2ND FLOOR (BASE SF) = 640 SF
THIRD FLOOR:ATTIC ELM, ELN, OR ELP (ADDITIONAL II SF) = 265 SF
GARAGE:(FTE) TWO-CAR TANDEM GARAGE = 519 SF
TYPICAL CLARENDON BUILDING
SQUARE FOOTAGE
SOLID WASTE NOTES:
TYPICAL PRIVATE STREET
SECTION
EROSION CONTROL
ENGINEERING
CDOT
URBAN FORESTRY
NOTE: SCHEDULE PRE-CONSTRUCTION MEETINGAT LEAST 48 HRS. PRIOR TO ANY LAND DISTURBING ACTIVITY USING THE ONLINE FORM FOUND AT http://charlottenc.gov/ld
NOTE: THIS PLAN APPROVAL DOES NOT INCLUDE COMMERCIAL ZONING. ALL BUILDING PERMITS AND ZONING APPROVALS CAN BE OBTAINED AT MECKLENBURG COUNTY CODE ENFORCEMENT. PLEASE CALL CTAC AT
704-314-CODE(2633) FOR MORE INFORMATION.
PCSO / DETENTION / DRAINAGE PLAN
TREE ORDINANCE
PLANNING
UMUDD / MUDD / PED / TOD
NOTE: THIS PLAN APPROVAL DOES NOT INCLUDE CHARLOTTE WATER. FOR MORE INFORMATION, PLEASE CALL 704-336-5499 OR
VISIT http://charlottewater.org
FINAL APPROVAL
PROJECT NUMBER:
9/16/2021
LDUTODCC-2021-00002
Jack Fulghum
Patrick Storz
Craig Robinson
Walta Brumskine
N/A