18044_LRMF_ Email approval geotec boring 20200423

From:Minnich, Carolyn
To:David Graham
Cc:Harriger, Joselyn; Box, Gordon H; Matt Bramblett
Subject:RE: [External] P-5719 Locomotive and Railcar Maintenance Facility- Charlotte- (Brownfields Property #18044-14-60)
Date:Thursday, April 23, 2020 9:49:00 AM
David,

Thank you for the follow up and additional information. The scope of work you have outlined and
procedures for soil disposal is acceptable please follow this email and in accordance with 2016 EMP. 

Sincerely,
Carolyn

From: David Graham <[e-mail]> 
Sent: Tuesday, April 21, 2020 4:49 PM
To: Minnich, Carolyn <[e-mail]>
Cc: Harriger, Joselyn <[e-mail]>; Box, Gordon H <[e-mail]>; Matt
Bramblett <[e-mail]>
Subject: [External] P-5719 Locomotive and Railcar Maintenance Facility- Charlotte- (Brownfields
Property #18044-14-60)

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
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Carolyn,
I am following up on NC DOT’s April 1, 2020 conference call for initial planning and development for
the second phase of construction (Phase IB) of the Locomotive and Railcar Maintenance Facility
(LRMF) in Charlotte, Mecklenburg County.   During the call we discussed potential Brownfields
requirements including potential use of the existing Environmental Management Plan (EMP) for
geotechnical work (if required) and environmental sampling, preparation of a new EMP for
construction activities,  environmental sampling work plan, etc. for the Brownfields property
(#18044-14-60) that is located within the proposed Phase IB LRMF project area.  At the time of the
call there were no geotechnical borings proposed for the Brownfields property.   The plans have
since been updated and 8 geotechnical borings are now proposed on the Brownfields property (see
the orange “RW” borings on BF property highlighted in green on the attached map).  The borings will
be advanced on the Brownfields property by Terracon. Soil cuttings generated during the
geotechnical work will be containerized in drums (estimated 12 to 16 drums) by Terracon and H&H
will and characterize and manage off-site disposal of the soil. 

I wanted to confirm that the geotechnical work (and Phase II environmental sampling once it is
scheduled) can be completed under the existing EMP dated May 6, 2016 that was prepared by H&H
for Phase IA LRMF construction activities and also confirm that a work plan is not required for the
geotechnical activities? 

If you have any questions or concerns please let me know.
Thanks
Dave   

[harthickman.com]
David Graham, PG Senior Project Geologist
Hart & Hickman, PC2923 S Tryon Street, Suite 100 · Charlotte, NC 28203Direct: 704-887-4630 · Mobile: [phone]www.harthickman.com
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CHARLOTTE, NORTH CAROLINALOCOMOTIVE & RAILCAR MAINT. FACILITYDEVELOPMENT
DESIGN
REVISIONS
NO.DATE
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
ISSUE DATE:
SCO #100863493
10' ALLEYPIEDMONT NA
TU
RAL GA
S 5' RIGH
T O
F WAY
D
EED BOOK 8320, PAG
E 104CITY OF CHARLOTTE
15' SANITARY SEWER EASEMENT
DEED BOOK 1290, PAGE 333 WE
S
T
P
A
L
ME
R
S
T
RE
E
T CL
OS
E
D
0
8/
2
8/
1
9
8
9RE
S. BK.
2
5,
P
G.
3
4
8
D
E
E
D BK.
6
16
1,
P
G.
8
12
10' ALLEY
DEED BOOK 9183, PAGE 203
PARCEL #07326232
DEED BOOK 1801, PAGE 184
W
HI
TE CO
NSOLI
DA
TED
IN
DU
STRI
ES7.371 ACR
ESDE
ED BOOK 14172, PAG
E 689PARC
EL #11910399ZON
ED I-1 & R-8#11910396
PARCEL
#11910395
PARCEL
#11910315
PARCEL
#11910314
PARCEL 1290, PAGE 400DEED BOOK40' PUBLIC R/W (C.O.C.)50' PUBLI
C RI
GHT OF WAY
(C.O.C.)
H & S ROOFING CO.
3
5' PUBLI
C RI
GHT OF WAY
(C.O.C.)
MARRIMAN AVE.WEST SUMMI
T AVE.WINONA STREETGRAHAM STREET PENMAN STREETPALMER STREET24.7-FT 18" RCP
715.28
692.03692.03
245.0-FT 18" RCP 692.78692.78
693.83
700.60
700.60
40.5-FT 18" RCP
40.5-FT 18" RCP
700.33
700.33
696.27696.16
34.0-FT 18" RCP
699.68
700.83
700.71
701.84696.89
694.64694.64694.04694.04693.44693.44692.84692.84692.24692.24
201.6-LF 18" RCP
197-LF 18" RCP197-LF 18" RCP
700.94
PHASE 1A FACILITY
PHASE 1A PAVEMENT
MAINTENANCE BUILDING
365.47' EASEMENT NEEDED
PHASE 1A DETENTION PONDS
PHASE 1A BERM LOCATION
EXIST. BOX CULVERT
SMALL
HARDWOODS
S-M
HARDWOODS
S-M
HARDWOODS
AND BRUSH
S-M
HARDWOODS
AND BRUSH
SWSW
LEGEND
EXISTING TRACK
PROPOSED TRACK
EXISTING FACILITIES
EXISTING PLATFORM
EXISTING ROADWAY
PROPOSED ROADWAY/ACCESS ROAD
EXISTING DRAINAGE
PROPOSED DRAINAGE
EXISTING DENTENTION POND
PROPOSED FACILITIES PHASE 1B
PROPOSED FACILITY FUTURE PHASE
0 5050 100 150
1" = 50'
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
R
-7M-08 M-09 M-10
M-20M-19
M-28 M-29 M-30
M-52
M-51
RW-1
R-9
RW-3
R-10
RW-4
R-8
M-11
RW-2
R-16
M-21
M-12
M-1 M-2 M-3 M-4
M-14
M-15
M-5
M-16
M-6 M-7
M-18
M-27
M-17
M-26M-25
M-24M-23
M-31
M-22
M-13
RW-5
RW-6 RW-7
RW-8 RW-9 RW-10RW-11 RW-12 RW-13 RW-14 RW-15
RW-16
RW-17
RW-18
RW-19
RW-20
RW-21
RW-22
RW-23
RW-24
RW-25
RW-26
RW-27
RW-28
RW-29
RW-30
RW-31
RW-32
RW-33 RW-34
RW-35
RW-36
RW-37
M-32 M-33 M-34
M-35 M-36 M-37 M-38
D-1
D-2
D-3
D-4
D-5
D-6
D-7
685.04
INV.=
INV.=686.32
PR. INLET/DITCH=709.2
EX. GRD=713.2
INV.=687.85
DITCH/GRATES=707.0
PR. GRD.=711.0
EX. GRD.=710.6
INV.=690.82
DITCH/GRATES=694.5
PR. GRD.=696.5
EX. GRD.=707.4
365.47' EASEMENT NEEDED