23067_Blythe Isenhour_2021 Annual Redevelopment Report_20220128

S:\AAA-Master Projects\Boulevard Realty Estate Advisors (BOU)\BOU-014 4920 Old Pineville Rd\Redevelopment Report and LURU\2021\23067 - Blythe Isenhour - 2021 Annual
Redevelopment Report.doc

Via Email

January 28, 2022

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

Dear Pete:

1.0 Introduction

On behalf of Boulevard at 4920 Old Pineville, LLC (Prospective Developer or PD), Hart &
Hickman, PC (H&H) has prepared this Annual Redevelopment Summary Report for 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 one parcel
(Mecklenburg County Parcel Identification No. 16907609) 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 map is included as Figure 2.

Redevelopment plans include demolition of the existing Site buildings and leveling the Site for
construction of multiple residential townhome buildings. Redevelopment plans also include
construction of new paved access roads and parking areas, and landscaped areas.
Redevelopment activities at the Site are being conducted in accordance with the North Carolina
Mr. Pete Doorn
January 28, 2022
Page 2

s:\aaa-master projects\boulevard realty estate advisors (bou)\bou-014 4920 old pineville rd\redevelopment
report and luru\2021\23067 - blythe isenhour - 2021 annual redevelopment report.doc

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 redevelopment reporting requirements outlined in the DEQ-approved EMP. A
summary of environmental-related activities associated with redevelopment of the Brownfields
property is provided in the following sections.

2.0 Environmental Related Redevelopment Activities

During 2021 redevelopment, the former on-Site buildings were demolished, erosion control
measures were installed, and excess soil and debris generated during excavation activities was
exported off-Site to the Republic Services Subtitle D Landfill located in Concord, North Carolina
(Republic Services). In addition, subcontractors for the PD imported geotechnically suitable fill
material from a pre-approved borrow source to reach final grade elevations. The sections below
include brief summaries of activities associated with debris removal in the western portion of the
Site and soil management activities.

2.1 Export Soil and Debris

In December 2021, during initial grubbing and grading activities associated with redevelopment,
approximately 6,555 tons of excess geotechnically unsuitable soil was generated that could not
be re-used as part of construction activities due to high organic content. In accordance with the
DEQ-approved EMP, the excess soils were transported to the Republic Services landfill located
in Concord, North Carolina. Copies of the disposal manifests from Republic Services are
provided in Appendix B.

Mr. Pete Doorn
January 28, 2022
Page 3

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report and luru\2021\23067 - blythe isenhour - 2021 annual redevelopment report.doc

On December 13 and December 14, 2022, approximately 833 tons of soil and debris were
excavated from the western portion of the Site. The debris consisted of tires, bricks, ceramic
tiles, fence posts, and other scrap wood and woody debris. The approximate extent of the
excavation area is shown in Figure 2. In accordance with the DEQ-approved EMP, the soil and
debris mix were transported to Republic Services landfill located in Concord, North Carolina.
Copies of the disposal manifests from Republic Services are provided in Appendix B.

2.3 Import Fill

In order to achieve final grade elevations following grubbing and excavation of debris,
approximately 2,200 cubic yards of imported fill was obtained from the Martin Marietta Quarry
located on Beatties Ford Road in Charlotte. In accordance with the DEQ-approved EMP,
sampling of imported fill from the Martin Marietta Quarry was not required, as adequate
analytical data is available in the DEQ Brownfields database to demonstrate material from this
facility is suitable as structural fill at a Brownfields property. An import log provided by Kevin
Richardson Grading documenting daily import totals is provided as Appendix C.

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. In addition, a Vapor
Intrusion Mitigation Plan (VIMP) has been prepared for the Site and was submitted to the DEQ
Brownfields Program for review and approval in November 2021.

Upon completion of construction activities and installation of impervious surfaces in exterior
areas surrounding the new building, H&H will observe the Site for unpaved areas. Based on
observations, H&H will prepare a Work Plan outlining a proposed final grade soil sampling
approach for the DEQ Brownfields Program review and approval. In addition following
completion of the vapor intrusion mitigation system (VIMS) installation activities and placement
of the concrete slabs, H&H will prepare a VIMS Installation Completion Report.
USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset, andNational Transportation Dataset; USGS Global Ecosystems; U.S. CensusBureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S.Department of State Humanitarian Information Unit; and NOAA NationalCenters for Environmental Information, U.S. Coastal Relief Model. Datarefreshed May, 2020.
SITE LOCATION MAP
BLYTHE ISENHOUR4920 OLD PINEVILLE ROADCHARLOTTE, NORTH CAROLINA
DATE: 1-18-22
JOB NO: BOU-014
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
SITE
Path: S:\AAA-Master Projects\Boulevard Realty Estate Advisors (BOU)\BOU-014 4920 Old Pineville Rd\Figures\Figure-1.mxdN
U.S.G.S. QUADRANGLE MAP
CHARLOTTE WEST, NORTH CAROLINA 2019
QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC)
REVISION NO. 0
JOB NO. BOU-014
DATE: 1-18-21
FIGURE NO. 2
BLYTHE ISENHOUR
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 GeologyOLD PINEVILLE ROADNOTES:
1.AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS, 2020.
SELF STORAGE FACILITY
(4914 OLD PINEVILLE ROAD)
OLD PINEVILLE ROAD
BROWNFIELDS PROPERTY
FORMER QUEEN CITY BOILER
BPN 10061-06-060
(4928 OLD PINEVILLE ROAD)
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
LYNX LIGHT RAIL
PARCEL BOUNDARY
LIMITS OF 2003 EXCAVATION
APPROXIMATE EXTENT OF
EXCAVATION AREA
AREA OF FORMER
UST SYSTEM
FORMER AST
CONTAINMENT AREAFORMER CONCRETE PAD
S:\AAA-Master Projects\Boulevard Realty Estate Advisors (BOU)\BOU-014 4920 Old Pineville Rd\Additional Brownfields Assessment\Work Plan\Figures\Figures_20211109.dwg, FIG 4, 11/10/2021 8:08:57 AM, shaynes

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

Appendix B

Republic Services Disposal Manifests

Appendix C

Daily Import Log

(Prepared by Kevin Richardson Grading)