20181194 Ver 1_Individual_20180827

Individual Permit Application
for
Charlotte Intermodal Logistics Center
August 20, 2018
Approximately 42.6 acres
10137 Horton Rd Charlotte 28278
Mecklenburg County, North Carolina
Applicant.
S The ho
Group
SL Horton Road LLC
Attn: Mr. Dan Lacz
195 Morristown Road
Basking Ridge, NJ 07920
Environmental Consultant:
VIRONMENTAL
Attn: Mrs. Jennifer Robertson
712 English Tudor Lane
Charlotte, North Carolina 28211
20 1
41 al l 9A
AQP/
Page 1 of 79

Preliminary ORM Data Entry Fields for New Actions
SAW — 2018 - 162 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Charlotte Intermodal Logistics Center
2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓
3. Project Description / Purpose [PCN Form 133d and 133e]:
The overall project purpose is to provide warehouse space for vendors that do business at the
Intermodal facility (CRIF) and Charlotte airport (CLT).
4. Property Owner/ Applicant [PCN Form A3 or A4]: Owner: Dan Lacz Applicant: LS Horton LLC
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 135b]: None Known
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 61b]:
10137 Horton Rd Charlotte, NC 28278, 35.18432, -80.97293, Project is located outside of the 1485
loop approximately 1.5 mile SW of the south end of CLT airport
8. Project Location -Tax Parcel ID [PCN Form 61a]: 141 18102
9. Project Location—County [PCN Form A2b]: Mecklennburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form 62a]: Beaver Dam Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: Upper Catawba 03050101
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
B✓ Standard Permit
Nationwide Permit #
❑ Regional General Permit #
❑ Jurisdictional Determination Request
❑✓ Section 10 & 404 ❑
❑Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602
Page 2 of 79

IAS
I
FIONMENTAL
August 20, 2018
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: David Shaeffer Attn: Mrs. Karen Higgins
151 Patton Avenue, Room 208 1617 Mail Service Center
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27699-1617
Re: Charlotte Intermodal Logistics Center, +/- 42.6 Acres
10137 Horton Rd Charlotte, NC 28278
Individual Permit Application, Corps Action ID: 2018-00162
David/Karen:
Atlas Environmental, Inc. is submitting the enclosed individual permit application on
behalf of the applicant, Mr. Dan Lacz of SL Horton LLC. The proposed project includes
development of a commercial warehouse for tenant(s) that do business at the
Intermodal facility and Charlotte airport. Site development will include construction of a
421,900 square foot building, two trailer parking areas, two employee parking areas,
two truck courts, and two stormwater best management practice ponds. The property is
located less than 1.5 driving miles from the Intermodal facility and the Charlotte airport.
The developer, SL Horton LLC, purchased the property in June 2018.
The requested impacts include 0.017 acre of wetland impacts at four polygonal
wetlands (WL 1000 = 0.006 acre, WL 3000 = 0.002 acre, WL 3100 = 0.006 acre, and
WL 3200 = 0.003 acre), 115 linear feet of intermittent stream (CH 200), and 1.009 acres
of open water (Pond 1). Wetland impacts have been limited to less than 0.10 acre.
Three of the wetlands are in a field area and are low quality. The fourth wetland has
been created by a leak in the dam. Stream impacts have been limited to less than 150
linear feet. The stream proposed for impact is located immediately below the pond and
has been manipulated in the past. The flow in this stream is also coming from a leak in
the dam. The outlet pipe of the pond does not contain flowing water. The stream below
the pond flows adjacent to an old road bed and was likely straightened when the road
was constructed. The site has been used as a farm by the property owners for at least
53 years. The site has most recently been used as a tree farm. The man-made pond
was constructed sometime between 1958 and 1965 based on historic aerial
photographs.
All other waters on the subject property are being avoided. This avoidance includes CH
100 = 1,171 linear feet (both intermittent and perennial), CH 200 = 61 linear feet, and
WL 2000 = 0.041 acre. The perennial stream on site has been avoided. The wetland
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o)/ 828-712-9205(m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 3 of 79

Pe
1FONMENTAL
that has been avoided is a higher quality floodplain wetland. A further reduction of 30
linear feet of the requested stream impacts occurred when the grading plan was
finalized and stream impacts below the pond were reduced from 145 linear feet to 115
linear feet.
The stormwater BMP's are dry ponds due to the proximity to the Charlotte airport. The
BMP's include sand filters which are used to remove a wide variety of pollutant
concentrations in stormwater by settling, filtering, and adsorption. Runoff discharging
from the site outside of the regulated floodplain has been controlled beyond local
requirements to include peak attenuation for the 50 -year storm to reduce the potential
for downstream erosion.
Stream buffers along the perennial stream at the eastern property boundary range from
35 linear feet to 230 linear feet. This buffer area is 5.7 acres. A 100' buffer is provided
along the southern, western, and northern property boundaries except for a 762 linear
foot section at the southern border and a 282 linear foot section at the entrance off
Horton Road that are reduced to 75'. This buffer area along the southern, western, and
northern property boundaries includes 6 acres. The buffers are a zoning requirement
due to adjacent property zoning. Almost 12 acres of the 42.5 acres (over 25% of the
property) has been designated and reserved as buffer.
Enclosed are the necessary individual permit application documents and additional
information. Thank you for your attention to the enclosed request. Please contact me if
you need any additional information.
Best regards,
�6+ dl&kz VAV-V.
Jennifer L Robertson
[e-mail]
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 4 of 79

Charlotte Intermodal Logistics Center
Project Narrative
Page 5 of 79

VIRONMENTAL
Charlotte Intermodal Logistics Center
Individual Permit
Project Narrative
Project Location and Background
The Charlotte Intermodal Logistics Center project is located at 10137 Horton Road
Charlotte NC, 28278 in Mecklenburg County. The project area consists of one parcel
that is 42.62 acres. The proposed development includes construction of one
commercial warehouse building that will be approximately 421,900 square feet and will
be available for single or multi -tenant leasing. The overall project purpose is to provide
warehouse space for vendors that do business at the Charlotte Regional Intermodal
Facility (CRIF) and Charlotte International Airport (CLT).
The intermodal hub, which was completed in 2014 and is managed by Norfolk
Southern, links air, rail, and truck to east coast seaports. The facility is expected to
generate $7.6 billion in regional economic development in the next 20 years. The
facility anticipates creating more than 7,000 jobs in Charlotte and the surrounding region
by 2030. The 200 -acre facility, which is capable of 200,000 lifts annually, transfers
containers between trucks and trains.
Project Marketing and Need
The nearest building of similar size, which is also owned by The Silverman Group or
one of its other companies, will be almost 411,000 square feet and will be in Concord 22
miles from the intermodal hub. Completion of this building is also scheduled for 2019.
The second largest building will be 370,000 square feet and will be in Fort Mill 16 miles
from the intermodal hub. Completion of this building is scheduled for 2019 as well. The
third largest building in the area is 360,000 square feet, is in Concord, and is 23 miles
away from the intermodal hub. This building, which was constructed in 2014, is the
largest building that is constructed in the surrounding area to compare to the Charlotte
Intermodal Logistics Center.
Earlier this month an article in the Charlotte Business Journal announced that
Amazon.com Inc. and its suppliers continue to grab building space in the Charlotte
region. NFI, a Cherry Hill, New Jersey -based privately -owned supply chain company,
which is one of the primary logistics firms for Amazon.com, has leased a 507,500
square foot building in the Riverwalk Business Park in Rock Hill. McCraney Property
Co., which says it is based in West Palm Beach, Florida and Charlotte, completed the
$25 million building, called Logistics 77@Riverwalk, during the last quarter (second
quarter of 2018). NFI has leased the entire building less than three months after
completion. Amazon.com plans to construct a 2,000,000 square foot distribution center
building within approximately 4 miles of the project.
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte
Page 6 of 79

1/ LJ� t.LJ
aRONMENTAL
The Charlotte Intermodal Logistics Center location allows for easy access to the
intermodal facility. The Center is also located in an area with future plans for office
space, shops, restaurants, hotels, apartments, townhomes, single family homes,
retirement homes, industrial, and commercial development. The Charlotte Douglas
International Airport is located less than 2.5 miles northeast of the Center. Uptown
Charlotte is located less than eight miles to the east.
The Silverman Group
The Silverman Group (TSG) and subsidiaries is a family owned and operated private
equity and real estate development organization. Based in Basking Ridge, New Jersey,
TSG look for new and exciting opportunities in the commercial, residential, and
industrial real estate sectors. TSG has 2.5 million square feet of industrial space
currently under development in 7 states. TSG has 2,000 multi -family units under
development in 3 states. The Silverman Group has a portfolio that stretches across 14
states with 3,000 multi -family units and 12 million square feet of office, industrial, retail,
and aviation properties.
In the greater Charlotte region growth of ecommerce is very active requiring warehouse
space for logistical and high-volume storage of goods for transport. The Silverman
Group has an extremely low vacancy of industrial buildings. 90% of the buildings
constructed by TSG are leased prior to completion of construction. The Silverman
Group finances all their projects in house so they can offer lower lease rates than their
competitors. TSG has obtained many tenants while in competition with other
warehouse space providers by being able to offer lower lease rates.
Project History
Historical aerial imagery indicates that the project area was forested in 1951 with no
visible residences or structures. Between 1958 and 1965 the project area was mostly
cleared, the pond had been constructed, a residence had been built, and multiple barns
and outbuildings were constructed. Interviews with the previous property owner,
William H. Kelly III, who sold the property to SL Horton Road LLC in June 2018 confirm
that the property was initially used for hog farming after land clearing.
Once William H Kelly II I acquired the property from his father, in 1984, a portion of the
land was used as an ornamental tree farm. The man-made pond was used for irrigation
of the tree farm and any water that did not infiltrate flowed back into the pond and was
re -circulated for irrigation. In 2016 the property was no longer used as an ornamental
tree farm and was cut and replanted with loblolly pines under a forestry management
plan. Maintenance of the planted area was completed by the U.S. Forest service which
consisted of spraying herbicides and pesticides as recently as the spring of 2018.
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 7 of 79

- i- ,I / S
,�> € ONMENTAL
Waters of the United States and Impacts
Waters of the US located on the project site include a perennial stream, two intermittent
streams (one of which is at the top of the perennial stream), five wetlands, and a man-
made pond. The man-made pond was constructed between 1958 and 1965 determined
by historical aerial imagery. All wetlands within the project site were ranked as high,
medium, or low quality using the North Carolina Wetland Assessment Method (NC
WAM). Wetland 1000 ranked as medium, wetland 2000 ranked as high, and wetlands
3000, 3100, and 3200 ranked as low quality.
The requested impacts include 0.017 acre of wetland impacts at four polygonal
wetlands (WL 1000 = 0.006 acre, WL 3000 = 0.002 acre, WL 3100 = 0.006 acre, and
WL 3200 = 0.003 acre), 115 linear feet of intermittent stream (CH 200), and 1.009 acres
of open water (Pond 1). Wetland impacts have been limited to less than 0.10 acre.
Three of the wetlands are in a field area and are low quality. The fourth wetland has
been created by a leak in the dam. Stream impacts have been limited to less than 150
linear feet. The stream proposed for impact is located immediately below the pond and
has been manipulated in the past. The flow in this stream is also coming from a leak in
the dam. The outlet pipe of the pond does not contain flowing water. The stream below
the pond flows adjacent to an old road bed and was likely straightened when the road
was constructed. The site has been used as a farm by the property owners for at least
The intermittent stream (CH 200) begins near the outlet of the pond and flows to the
perennial stream (CH 100). The perennial stream generally follows along the eastern
property boundary. Priority was placed on avoiding the higher quality aquatic
resources. Impacts will occur to the man-made pond, the three low quality wetlands,
the one medium quality wetland, and a reach of the intermittent stream. The high
quality wetland (WL 2000) and perennial stream (CH 100) have been entirely avoided.
A table of the aquatic resources is included in the application package.
Table 1: Impact Table
Impact # Resource ID Resource Type Quality Impact Units
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 8 of 79
Amount
1
Pond 1
Open Water
N/A
1.009
Acres
2
CH 200
Intermittent Stream
Low
115
Linear Feet
3
WL 1000
Wetland
Medium
0.006
Acres
4
WL 3000
Wetland
Low
0.002
Acres
5
WL 3100
Wetland
Low
0.006
Acres
6
WL 3200
Wetland
Low
0.003
Acres
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 8 of 79

AC
ONMENTAL
Avoidance and Minimization
All other waters on the subject property are being avoided. This avoidance includes CH
100 = 1,171 linear feet (both intermittent and perennial), CH 200 = 61 linear feet, and
WL 2000 = 0.041 acre. The perennial stream on site has been avoided. The wetland
that has been avoided is a higher quality floodplain wetland. A further reduction of 30
linear feet of the requested stream impacts occurred when the grading plan was
finalized and stream impacts below the pond were reduced from 145 linear feet to 115
linear feet. No development will occur within the delineated floodplain areas.
88.5% of the streams on site have been avoided and 70.7% of the wetlands on site
have been avoided. The delineation was completed by Atlas and approved by the
Corps and NC DWR prior to the project engineers finalizing the grading plan which
allowed impacts to be minimized. The amount of trailer parking spaces has been
reduced due to the site constraints. Based upon other buildings that The Silverman
Group owns in the area tenants want as many trailer spaces as possible especially with
the apparent future use of autonomous tractors.
Mitigation
Wetland impacts have been limited to less than 0.10 acre (0.017 acre). Three of the
wetlands are low quality. The fourth wetland is medium quality but was created by
seepage from the dam. Stream impacts have been limited to less than 150 linear feet
(115 linear feet intermittent stream). This stream has been manipulated in the past.
The site has been used as a farm for at least 53 years, most recently as a tree farm. No
mitigation is offered for the stream and/or wetland impacts.
The man-made pond was constructed sometime between 1958 and 1965 based on
historic aerial photographs. Impacts to the pond exceed '/2 acre, however, the open
water aquatic resource was created by a man-made dam 53-60 years ago. The Corps
has not required mitigation for open water impacts in the past especially given the fact
that this pond was constructed so long ago. However, the applicant is proposing on site
alternatives to compensate for the open water impact. These include stormwater and
stream buffers. The larger stormwater BMP has been designed to treat a larger storm
event than what is required to help attenuate additional storm flows to protect the
downstream receiving water quality. Stream buffers are provided along CH 100 that are
wider than those required by Mecklenburg County to also help protect downstream
water quality.
Stormwater
The stormwater BMP's are dry ponds due to the proximity to the Charlotte airport. The
two BMP's include sand filters which are used to remove a wide variety of pollutant
concentrations in stormwater by settling, filtering, and adsorption. Runoff discharging
from the site outside of the regulated floodplain has been controlled beyond local
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 9 of 79

LAS
lRONMENTAL
requirements to include peak attenuation for the 50 -year storm to reduce the potential
for downstream erosion. Increasing the peak attenuation of the large stormwater basin
from a 25 -year storm to a 50 -year storm will reduce the volume and frequency of
discharges from the site. This reduction of flow will decrease potential sediment from
bank erosion at the downstream receiving waters and reduce flashy storm flows.
Stream Buffers and Project Buffers
Stream buffers along the intermittent/perennial stream at the eastern property boundary
range from 35 linear feet to 230 linear feet. This buffer area is 5.7 acres. These buffer
widths exceed the 30 linear foot and 35 linear foot post construction stream buffers
required by Mecklenburg County.
A 100' buffer is provided along the southern, western, and northern property boundaries
except for a 762 linear foot section at the southern border and a 282 linear foot section
at the entrance off Horton Road that are reduced to 75'. This buffer area along the
southern, western, and northern property boundaries includes 6 acres. The buffers are
a zoning requirement due to adjacent property zoning. Almost 12 acres of the 42.5
acres (over 25% of the property) has been designated and reserved as buffer.
Pond Details for Draining
Drainage of the onsite pond will occur drawing down the water level with a commercial
grade pump attached to a simmer. The skimmer will allow for water to be pumped from
the surface of the pond without disturbing sediment on the bottom. For increased
protection of downstream receiving water, the pump outlet will be covered with a silt
bag. The existing road bed near the dam will be used as a diffuse flow path for the
pumped water to disperse, lose energy, and give time to infiltrate before reaching the
stream. The receiving water will be monitored hourly during pumping to ensure no
adverse effects to receiving waters. Fish have been stocked in the pond by the
previous land owner. Fish and/or any wildlife in the pond will be captured to prevent
any potential non-native or invasive species from entering downstream waters.
T&E Species
A representative from US Fish and Wildlife Service and North Carolina Wildlife
Resources Commission have conducted a site visit. A T&E report and request for
comment was sent to Mr. Byron Hamstead in April 2018. Byron has indicated that he
would comment on the project once the public notice was issued.
ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 10 of 79

Charlotte Intermodal Logistics Center
Agent Authorization Form
Page 11 of 79

r:
-1 NMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mrs. Karen Higgins, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties Identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non -404
Wetlands subject to a permitting program administered by the State of North Carolina, Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name:.
Charlotte Intermodal Logistics Center
Property Owner of Record:
SL Horton Road LLC
Dan Lau, The Silverman Group
Contact Name:
Address:
195 Morristown Road
Basking Ridge, NJ 07920
Address:
973-765-0100 x 4063 / 973-765-0101
Phone/Fax Number:
[e-mail]
Email Address:
10137 Horton Road
Project Address:
Charlotte, NC 28278
Project Address:
14118102
Tax PIN:
V. P.
Signature:
4
Date:
ATLAS Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
www.atiasenvi.com
Page 12 of 79

Charlotte Intermodal Logistics Center
Application for Department of Army Permit
Page 13 of 79

U.S. ARMY CORPS OF ENGINEERS
ENG
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL NO. 0710-0003
EXPIRES: 28 FEBRUARY 2013
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, Including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICAN7)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Dan Middle - Last - Lacz
First - Jennifer Middle -L Last - Robertson
Company - SL Horton Road LLC
Company - Atlas Environmental
E-mail [e-mail] silvermangroup.net
E-mail [e-mail]
atlasenvi.com
6. APPLICANTS ADDRESS:
9. AGENTS ADDRESS:
Address- 195 Morristown Road Zip - 07920
Address- 712 English Tudor Lane Zip - 28211
City - Basking Ridge State - NJ Zip - Country - USA
City - Charlotte State - NC Zip - Country - US
7. APPLICANT'S PHONE NOs. WAREA CODE
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
973-634-1214 973-765-0100x4063 973-765-0101
704 512 1206 828 712 9205
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, Atlas Environmental, Inc.(staff) to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support oft is er aq�plicati6?n
U� August 20, 2018
SIGPt RE APPLICANT DATE
[-CIC j2
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Charlotte Intermodal Logistics Center
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Unnamed Tributaries to Beaverdam Creek (Class C)
Address 10137 Horton Road
15. LOCATION OF PROJECT
Latitude: -N 35.18432 Longitude: -W -80.97293
City Charlotte State NC Zip 28278
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID 14118102 Municipality Mecklenburg County - unincorporated
ange-
Section - Township - Range-
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3
Page 14 of 79

17. DIRECTIONS TO THE SITE
Directions are attached from the Corps Charlotte office at 8430 University Executive Park Drive Charlotte NC 28262 to 10137 Horton Road
Charlotte NC 28728.
18. Nature of Activity (Description of project, include all features)
The site development plan will require aquatic resource impacts to Waters of the United States in the form of filling a man-made pond that
was created between 1958 and 1965, filling four small lower quality wetlands, and piping an intermittent stream. An Individual Permit is
required because the open water impacts exceed 1/2 acre. Historically the pond was used as a source of irrigation water. Most of the
property has been intensively managed and historically graded in areas for use as an ornamental tree farm and a single family residence.
Water was withdrawn from the pond and used to water the ornamental trees. Prior to being used as a tree farm the property was a hog
farm. The eastern boarder of the property is forested along an intermittent and perennial stream corridor where there are no planned
impacts or disturbances. The pond will be drained and the ground surface re -graded for a suitable building pad. Atlas delineated two
streams, five wetlands, and one man-made pond located within the project boundary. Two BMP's will be constructed on site to treat and
attenuate stormwater. The larger BMP will exceed design requirements and treat a 50 year storm event.
19. Project Purpose (Describe the reason or purpose of the project, see Instructions)
The proposed project includes development of a commercial warehouse for tenant(s) that do business at the intermodal facility and
Charlotte airport. Site development will include construction of a 421,900 square foot building, two trailer parking areas, two employee
parking areas, two truck courts, and two stormwater best management practice ponds. There is a need for additional warehouse space for
ecommerce businesses. The area in which the building is planned to be constructed is where the historic tree farm and residence was
located. Minimal tree clearing will be required due to the historic use of the property. Much of the land in the area of the proposed
building is early successional vegetation resulting from the previous land use as the tree and hog farm. Grading will be required to prepare
a suitable building pad.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Discharges to the four wetlands, one pond, and one stream area necessary in order to create a suitable building pad for the building.
Suitable fill material will be placed in the wetlands and pond. A culvert will be placed in the stream. If there is a groundwater seep in the
bottom of the pond a drain system will be used underneath the fill material.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Suitable Fill Soil / Open Water = 9,767.1 Suitable Fill Soil / Wetlands = 13.6 Culvert / Intermittent Stream = 4.3
22. Surface Area In Acres of Wetlands or Other Waters Filled (see iristnictions)
Acres Open water =1.009 /Wetlands= 0.017 / Stream = 0.008 /Total =1.034
or
Linear Feet 115
23. Description of Avoidance, Minimization, and Compensation (see Instructions)
The larger intermittent stream and perennial stream has been avoided in site planning. Impacts to the wetlands, smaller intermittent stream,
and the man-made pond are un -avoidable. The avoidance includes CH 100 = 1,171 linear feet (both intermittent and perennial), CH 200 =
61 linear feet, and WL 2000 = 0.041 acre. The wetland that has been avoided is a higher quality floodplain wetland. A further reduction of
30 linear feet of the requested stream impacts occurred when the grading plan was finalized which reduced the stream impact from 145
linear feel to 115 linear feet.
ENG FORM 4345, OCT 2012 Page 2 of 3
Page 15 of 79

24. Is Any Portion of the Work Already Complete? F]Yes QX No IF YES, DESCRIBE THE COMPLETED WORK
The only work that has been completed on-site includes the environmental studies, surveying for property boundaries and topography, and
geotechnical borings.
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Walerbody (ir more than can be entered here, please attach a supplemental lisp.
a. Address- see the enclosed table that includes property owner addresses
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - state - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
SHPO Historic ER -18-0798 April 16, 2018 5-7-2018
* Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described In this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
a
V� August 20, 2018 Jennifer L RobertsoAax.' August 20, 2018
6 NAT E OF APP CANT DATE SIGNATURE OF AGENT DATE
Va4 40t`
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3
Page 16 of 79

Charlotte Intermodal Logistics Center
Driving Directions from U.S. Army Corps of Engineers
Charlotte Satellite Office
IRONMENTAL
Page 17 of 79

GQ gle Maps 8430 University Executive Park Dr #611, Drive 20.0 miles, 23 min
Charlotte, NC 28262 to 10137 Horton Rd, Charlotte, NC
Horton Roed Project
ty
u
i m
aV
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fl
Map data ©2017 Google 2 mi
8430 University Executive Park Dr #611, Charlotte, NC 28262
Get on 1-85 S from W WT Harris Blvd
4 min (1.1 mi)
t 1. Head north on University Executive Park Dr toward W WT Harris Blvd
0.2 mi
*1 2. Turn left onto W WT Harris Blvd
0.6 mi
41 3. Turn left toward 1-85 S
66 ft
A 4. Merge onto 1-85 S via the ramp to Charlotte
0.3 mi
Continue on 1-85 S to 2, Berryhill. Take exit 6 from 1-485 Outer
18 min (18.5 mi)
5. Merge onto 1-85 S
14.1 mi
6. Take exit 30A toward Interstate 485 Outer S/Interstate 77 S/Pineville
0.4 mi
7. Keep left at the fork to continue toward 1-485 Outer
0.6 mi
Page 18 of 79

41 8. Keep left, follow signs for Interstate 485 Outer S/Interstate 77 S and merge onto 1-485 Outer
jr' 9. Take exit 6 for West Blvd
Drive to Horton Rd in 3, Steele Creek
10 10. Turn right onto Garrison Rd
47 11. Turn left onto Horton Rd
10137 Horton Rd
Charlotte, NC 28278
These directions are for planning purposes only. You may find that construction projects,
traffic, weather, or other events may cause conditions to differ from the map results, and
you should plan your route accordingly. You must obey all signs or notices regarding your
route.
3.1 mi
0.4 mi
1 min (0.4 mi)
0.1 mi
0.3 mi
Page 19 of 79

Resource Maps
Included Maps:
Aerial 2018
Aerial 1965
Topographic: 2 ft contours
LiDAR: Digital Elevation Model
National Hydrographic Dataset
Stream Classification
National Wetland Inventory
United States Geological Survey Maps
USDA-NRCS Soil Survey Geographic Database
USGS Quadrangles: 1:24,000
Hydraulic Unit Code (HUC) 12
Hydraulic Unit Code (HUC) 8
7"ARONMENTAL
Maps provided for illustrative purposes and preliminary planning only. Not intended to be relied upon for exact location,
dimension, or orientation. All findings and assessments are subject to verification from the Army Corps of Engineers, NC
Division of Water Resources, and/or other appropriate local authorities. Do not reproduce map set gxcept iip its entirety.
age 0 o 79

IRONMENTAL
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: February 28, 2018: Revised May 3, 2018

Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 01, 2018

Legend
Q Project Boundary
U DAR (ft)
M 590
F—I 617.5
0 645
672.5
700
. Aw �y
Di ital Elevation Model
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
0 200 400 600 800 Ft
Date: August 01, 2018

ti
National Hydrographic
Dataset
U-
U-
Q)
LnI
001
7
LLof
�o
�Q)
V)
Q)
V)
Legend
Q Project Boundary
o Streets
-
GIS Streams
0 250 500 750 ft
Waterbody
Project Name: Charlotte Intermodal Logistics Center
-
CLocation:
10137 Horton Rd Charlotte, NC 28278
1RONMENTAL
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 01, 2018

am
I FA%
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all
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Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
wo
r.
A
sti
Project Area
�4
Surface Water Claasi fl catiom;
STTP.AM Ir6ey,
7A.t
Scream Name:
Legion Lske and Shoat
Lo<c
71? N
I ),-mrnni,,,^
F-mra IAP AMI
conneaing scream w
Deaverdem Creek
Dole of C s ss-
Aiiqusr21, 1974
R;Vor sac, -
Catawba
WNST aces th�i
More info
clda
ZOGM
......... .
SM Pto n 51hoption 61-f>,tQ*
City Of Ch o r6tte., NC, County 3f Gwton, State cif North Co r 3 1 inn
Coordinates: 35.18432, -80.97293 1 Date: August 01, 2018

NC DENR - DIVISON OF WATER RESOURCES
.0308 CATAWBA RIVER BASIN
2B .0300
Name of Stream
Description
Class
Class Date
Index No.
Long Creek
From a point 0.4 mile upstream of
WS-IV;CA
08/03/92
11-120-(7)
Mecklenburg County SR 1606 to
Lake Wylie, Catawba River
Fites Creek
From source to a point 0.3 mile
WS -IV
08/03/92
11-121-(1)
downstream of N.C. Hwy. 273
Fites Creek
From a point 0.3 mile downstream of
WS-IV;CA
08/03/92
11-121-(2)
N.C. Hwy. 273 to Lake Wylie,
Catawba River
CATAWBA RIVER (Lake Wylie
From 1-85 bridge to the upstream
WS-IV,B;CA
08/03/92
11-(122)
below elevation 570)
side of Paw Creek Arm of Lake
Wylie, Catawba River
Unnamed Tributary at Belmont
From source to a point 0.5 mile
WS -IV
08/03/92
11-123-(1)
Abbey College
downstream of N.C. Hwy. 273
Unnamed Tributary at Belmont
From a point 0.5 mile downstream of
WS-IV;CA
08/03/92
11-123-(2)
Abbey College
N.C. Hwy. 273 to Lake Wylie,
Catawba R.
CATAWBA RIVER (Lake Wylie
From the upstream side of Paw
WS-V,B
08/03/92
11-(123.5)
below elevation 570) North
Creek Arm of Lake Wylie to North
Carolina portion
Carolina -South Carolina State Line
Paw Creek
From source to Lake Wylie, Catawba
C
09/01/74
11-124
River
Ticer Branch (Tiser Branch)
From source to Paw Creek
C
09/01/74
11-124-1
Little Paw Cseek (Danga Lake)
From source to Lake Wylie, Catawba
C
09/01/74
11-125
River
Unnamed Tributary to Little Paw
From source to Little Paw Creek
B
04/04/94
11-125-1
Creek (Friday Lake)
Beaverdam Creek
From source to Lake Wylie, Catawba
C
09/01/74
11-126
River
Legion Lake and Shoaf Lake
Entire lake and connecting stream to
C
09/01/74
11-126-1
Beaverdam Creek
Stowe Branch
From source to Lake Wylie, Catawba
C
09/01/74
11-127
River
Neal Branch (Armour Creek)
From source to Lake Wylie, Catawba
C
09/01/74
11-128
River
South Fork Catawba River
From source to Catawba -Lincoln
WS -V
08/01/98
11-129-(0.5)
County Line
Henry Fork
From source to Morganton Water
WS-V;ORW
08/01/04
11-129-1-(1)
Intake
Henry Fork
From Morganton Water Intake to
C;ORW
05/01/89
11-129-1-(2)
Laurel Creek
Jerry Branch
From source to Morganton Water
WS-V;ORW
08/01/04
11-129-1-3-(1)
Intake
Jerry Branch
From Morganton Water Intake to
C;ORW
05/01/89
11-129-1-3-(2)
Henry Fork
He Creek
From source to Morganton Water
WS-V;ORW
08/01/04
11-129-1-4-(1)
Intake
He Creek
From Morganton Water Intake to
C;ORW
05/01/89
11-129-1-4-(2)
Henry Fork
Hipp Creek
From source to Henry Fork
C;ORW
05/01/89
11-129-1-5
Ivy Creek
From source to Henry Fork
C;Tr:+
03/01/62
11-129-1-6
Stacy Creek
From source to Henry Fork
C;ORW
05/01/89
11-129-1-7
Long Branch
From source to Henry Fork
C;ORW
08/03/92
11-129-1-8
Black Fox Branch
From source to Long Branch
C;ORW
08/03/92
11-129-1-8-3
24
Page 28 of 79

National Wetland Invento
Legend
Q Project Boundary
o Streets
National Wetland Inventory
Freshwater Forested/Shrub Wetland
0 Freshwater Pond
"} Riverine
0 250 500 750 ft
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
4 _
IRONMENTAL For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293 Date: August 01, 2018

USGS Topographic Maloll -
4
., 0
-
I 4 �1+
� 46 • -6.
•1 IL.ar+r'
as
.*
fA
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Legend
Q Project Boundary
o Streets
USGS Topo""`
0
250 500 750 ft
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
IRONMENTAL
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 01, 2018

I J!
USGS Topographic Ma �• �� !r` - l 1
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USGS TopoINI
Project Name: Charlotte Intermodal Logistics Center
/ Location: 10137 Horton Rd Charlotte, NC 28278
NMENTAL For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 01, 2018

Soil Map—Mecklenburg County, North Carolina
(Project boundry)
MOD 502300 502400 502500 502000 502700
Map Scale: 1:3,890 if prirrtad on A portrait (8.5' x 11") sheet.
N 0 50 100 200 3000 USDA Natural Resources Web Soil Survey
Feet 2illill1ii Conservation Service National Cooperative Soil Survey
0 150 300 600 900
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
Project Name: Charlotte Intermodal Logistics Center
-- ` Location: 10137 Horton Road, Charlotte NC, 28278
IRONMENTAL Owner/Developer: The Silverman Group Attn: Dan Laz
Coordinates: 35.18432, -80.97293 1 Date: Au ust 01, 2018

Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Road, Charlotte NC, 28278
110NMENTAL Owner/Developer: The Silverman Group Attn: Dan Laz
Coordinates: 35.18432, -80.97293 Date: Augyes3t g j, 2018
Mecklenburg County, North Carolina (NC119)
Map Unit Symbol
Map Unit Name
Acres in AOI Percent of AOI
CeB2
Cecil sandy clay loam, 2 to 8
11.0 25.8%
percent slopes, moderately
eroded
CeD2
Cecil sandy clay loam, 8 to 15
2.1 5.0%
percent slopes, moderately
eroded
Davidson sandy clay loam, 2 to
4.7 11.1%
DaB
8 percent slopes
Davidson sandy clay loam, 8 to
1.7 4.0%
DaD
15 percent slopes
Davidson sandy clay loam, 15
4.2 9.8%
DaE
to 25 percent slopes
Enon sandy loam, 8 to 15
11.9 27.9%
EnD
percent slopes
Mecklenburg fine sandy loam,
0.1 0.1%
MeD
8 to 15 percent slopes
MO
Monacan loam, 0 to 2 percent
1.7 3.9%
slopes, frequently flooded
PaE
Pacolet sandy loam, 15 to 25
2.7 6.3%
percent slopes
W
Water
0.9 2.0%
WkF
Wilkes loam, 25 to 45 percent
1.7 4.1%
Is for Area of Interest
slopes
42.7 100.0%
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at
171
Area of Interest (AOI)
a Stony Spot
1:24,000.
Solis
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Q
Soil Map Unit Polygons
to Wet Spot
Enlargement of maps beyond the scale of mapping can cause
ti
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
Soil Map Unit Points
11 Other
line placement. The maps do not show the small areas of
�. Special Line Features
contrasting soils that could have been shown at a more detailed
Special Point
Features
scale.
Blowout
Water Features
_ Streams and Canals
Please rely on the bar scale on each map sheet for map
Borrow Pitmeasurements.
Transportatlon
clay Spot
i i 1 Rails
Source of Map: Natural Resources Conservation Service
Closed Depression
Web Soil Survey URL:
Interstate Highways 9 ys
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
•
Gravelly Spot
_ Major Roads
projection, which preserves direction and shape but distorts
Landfill
distance and area. A projection that preserves area, such as the
Loral Roads
Albers equal-area conic projection, should be used if more
Lava Flow
accurate Calculations of distance or area are required.
A
Background
Marsh or swamp
. Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: Mecklenburg County, North Carolina
O
Miscellaneous Water
Survey Area Data: Version 15, Sep 20, 2016
©
Perennial Water
Sal map units are labeled (as space allows) for map scales
V
Rock Outcrop
1:50,000 or larger.
+
Saline Spot
Date(s) aerial images were photographed: Apr 23, 2014—Feb 8,
2017
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot
compiled and digitized probably differs from the background
Sinkhole
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Road, Charlotte NC, 28278
110NMENTAL Owner/Developer: The Silverman Group Attn: Dan Laz
Coordinates: 35.18432, -80.97293 Date: Augyes3t g j, 2018

USGS Quadranales
Belmont � I Q Charlotte West I
Charlotte East
Legend Lake Wyli Fort Mill Weddington N
Q Project Boundary
Mecklenburg County 0 1 2 3 4 Miles
Q USGS Quads
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
r
0ONMENTAL For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293 Date: August 01, 2018

Legend
Q Project Boundary
0 HUC 12 8
0 Mecklenburg County e
.r
i- Ow
�t
�"]EA
03
,SCMill
Fites
1011505
ke Wylie
HUC 12 Watersheds
030501011404
Paw Creek -Lake Wylie
030501011406
-Catawba River
030501030108
,SCSteele Creek
Project Name: Charlotte Intermodal Logistics Center
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
030501030103
,SCUpper Sugar Creek
030501030101
Irwin Creek
030501030102
,SCLittle Sugar Creek
03050
McMull
0305010
0 1 2 3 4 Miles
Date: August 01, 2018

vy
HUC 8 Watersheds
030401 5
Roc y
a
03050103
,SCLower Catawba
03050101
Upper Catawba
Legend
Project Boundary
0 Mecklenburg County
0 1 2 3 4 Miles
HUC 8
Project Name: Charlotte Intermodal Logistics Center
P006NIVIENTAL
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 01, 2018
vy

Charlotte Intermodal Logistics Center
Site Plan with Aquatic Resources and Impacts
TAS
IRONMENTAL
Page 37 of 79

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Charlotte Intermodal Logistics Center
Waters of the U.S. Aquatic Resource Sketch Map
TLAS
IRONMENTAL
Sketch Map submitted to U.S. Army Corps of Engineers for Jurisdiction Determination on
June 1st, 2018

0
Legend
2 Ft Contours
0 Project Boundary
Delineation
Intermittent
Perennial
Pond
Wetland
o Streets
N
•• I
Waters of the U.S. Aquatic Resource Sketch Map
ded
Sketch purposes
prpelimin preliminary
ur oses and reliminar tannin
only. Not intended to be relied
upon for exact location, dimension,
a
or orientation. All findings and
assessments are subject to
verification from the Army Corps of
Z�
Engineers, NC Division of Water
Resources, and/or other
appropriate local authorities. Do
not reproduce map set except in its
entirety.
NOTE: Detail pages do not
represent the entire project
boundary
MIN
Project Name: Horton Road
im
U
C
0 250 500 750 ft
Location: 10137 Horton Rd Charlotte, NC 28278 1
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: February 28, 2018: Revised May 31, 2018

IRONMENTAL
Project Name: Horton Road
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: February 28, 2018: Revised May 31, 2018

Waters of the U.S. Aquatic Resource Sketch Map
Upland Data Form 1000
DWR Stream Form 3
Water of U.S.
Impoundment 1
1.009 Ac
U- U-
Water of U.S.
s-RPW
CH 100; 353 Linear Feet
Ce w
Water of the U.S.
Directly Abutting
Wetland Data Form 1000
WL 1000; 0.006 Ac
DWR Stream Form 2
Water of U.S.
s-RPW
Legend
DWR Stream Form 1 I
CH 200; 176 Linear Feet `-
Water of U.S.
Q Project Boundary
p-RPWCH
100; 818 Linear Feet
Delineation
Water of the U.S.
Intermittent
Directly Abutting
WL 2000; 0.041 Ac
Perennial
Upland Data Form 2000
Pond
Wetland Data Form 2000
Wetland
0 100 200 300 ft
o streets
Project Name: Horton Road
J— AS
Location: 10137 Horton Rd Charlotte, NC 28278
i t__ , IRONMENTAL
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Tme: February 28, 2018: Revised May 31, 2018

Waters of the U.S. Aquatic
Resource Sketch Map
Isolated Wetland
WL 3200; 0.003
Isolated Wetland
WL 3100; 0.001 Ac
Isolated Wetland
WL 3000; 0.002
Wetland data form 3100
Upland data form 3100
Legend
Q Project Boundary
Delineation
Intermittent
Perennial
Pond
Water of U.S.
Impoundment 1
Wetland
Streets
1.009 Ac
0 50 100 150 ft
Project Name: Horton Road
LALocation:
(J_'!1RONmENTASL
10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: February 28, 2018: Revised May 31, 2018

Wetlands 3000-3200
See Page 4
Legend
0 Project Boundary
Delineation
Intermittent
Perennial
Pond
Wetland
o Streets
Waters of the U.S. Aquatic Resource Sketch Map
Water of U.S.
s-RPW
CH 100; 353 Linear Feet
Impoundment 1
See page 4
0 100 200 300 ft
Project Name: Horton Road
Location: 10137 Horton Rd Charlotte, NC 28278 1
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: February 28, 2018: Revised May 31, 2018

Aquatic Resource Table
Charlotte Intermodal Logistics Center
Stream Table
ID
Lat.
Long.
Amount
Type
Units
Authority
CH 100
35.1831501
-80.9708796
1171
Linear
Feet
404
CH 200
35.18262944
-80.97113862
176
Linear
Feet
404
Total stream 1347 Linear Feet
Wetland Table
ID
Lat.
Long.
Amount
Type
Units
Authority
WL 1000
35.18267878
-80.97128567
0.006
Area
Acres
404
WL 2000
35.18135801
-80.97123031
0.0412
Area
Acres
404
WL 3000
35.18433353
-80.97261864
0.002
Area
Acres
404
WL 3100
35.18438662
-80.97271717
0.006
Area
Acres
404
WL 3200
35.18460394
-80.97262699
0.003
Area
Acres
404
Total Wetland 0.058 Acres
Pond Table
ID Lat. I Long. Amount Type Units Authority
Pond 35.18335228 1 -80.97186919 1.009 Area Acres 404
Total Pond Area 1.009 Acres
Page 45 of 79

Charlotte Intermodal Logistics Center
Adjoining Property Owners List
rn I L�/�1�
IRONMENTAL
Property ownership and addresses are current as of the time of permit submittal based on
Mecklenburg county Polaris GIS Page .46 of ;19

Horton Road Project:
Adjacent Property Owners List
Owner
Parcel ID
Address
Acres
Robert L JR Brown
14118159
4506 Havenwood Dr. Greensboro, NC 27407
1.52
Robert L J R Brown
14118160
4506 Havenwood Dr. Greensboro, NC 27407
1.54
Robert LJR Brown
14118103
4506 Havenwood Dr. Greensboro, NC 27407
8
Sheri S Higgins
14118118
225 Sardis View Ln. Charlotte, NC 28270
12.9
TSC Garrison LLC
14118165
1815 Back Creek Dr. Charlotte, NC 28213
13
Mecklenburg County
14118101
600 E 4th St. Charlotte, NC 28202
10
Mecklenburg County
14117112
600 E 4th St. Charlotte, NC 28202
105.01
City of Charlotte
14118164
600 E 4th St. Charlotte NC 28202
10.99
City of Charlotte
14118141
601 E 4th St. Charlotte NC 28202
3.155
Property Owners Accurate as of August 13, 2018
Page 47 of 79

Charlotte Intermodal Logistics Center
Project Location Alternatives Analysis
IRONMENTAL
Alternatives analysis was conducted using current Mecklenburg county GIS database and Mecklenburg County Polaris
GIS on-line system for ownership, addresses, and aquatic resources
Page 48 of 79

Charlotte Intermodal Logistics Center: Individual Permit
Alternatives Analysis
An alternative project site analysis was conducted as part of the review and application process for the Charlotte
Intermodal Logistics Center individual permit application. As part of the alternatives analysis delineative criteria were
established based on the project purpose outlined in the public notice.
Project Purpose:
The overall project purpose is to provide warehouse space for vendors that do business at the Charlotte Regional
Intermodal Facility (CRIF) and Charlotte International Airport (CLT).
The established criteria for the selection of potential alternate sites is that the property must be between 42 and 60
acres in size, must be less than 5 miles from the Charlotte Regional Intermodal Facility (CIRF), and it must be for sale.
Initial research began with a Geographical Information System (GIS) query of all parcels between 42 and 60 acres that
were within a 5 mile buffer of the CRIF and located on the East side of Lake Wiley. The search returned 56 results. Of
the initial 56 parcels 30 are held by Duke Energy, City of Charlotte, Mecklenburg County, or Charlotte Mecklenburg
Board of Education or contain recent development. Seventeen additional parcels were eliminated due to the shape of
the parcel not being fit for commercial development and/or being surrounded by residential development. From the
remaining parcels nine sites were selected including the purchased property at 10137 Horton Road. Of the 56 parcels
only three were for sale which included sites # 1, 2, and 6 below.
Table 1: Horton Road Alternatives Analysis Parcels
Site
Parcel Location
Distance (miles)
Size (acres)
Owner
For sale
1
14118102, 10137 Horton Rd Charlotte NC 28278
2
11338105, 10021 Walkers Ferry Rd Charlotte, NC 28278
2.1
56.73
Private
Yes
3
5316101, Moores Chapel Rd Charlotte, NC
4.88
59.17
Private
No
4
5553103, 8480 Tuckaseegee Rd Charlotte, NC
3.9
45.48
Private
No
5
20117105, 9934 John Price Rd Charlotte, NC
4.5
50.56
Private
No
6
11319206, 8951 Dixie River Rd Charlotte, NC
1.2
59.7
Private
Yes
7
14115221, 8500 Dixie River Rd Charlotte, NC 28278
3.9
46..83
Private
No
8
14114209, 8300 Dixie River Rd Charlotte, NC 28278
Private
No
9
11320101, 7743-8427 Dixie River Rd Charlotte, NC 28278
4.1
50.13
Private
No
Distances are measured as straight line, not driving distance
Page 49 of 79

Site #1:
This location is the purchased property for the project. The purchase price was $49,296 per acre at a total price of
$2,100,000. Compared to all 8 of the other potential parcels that meet the preliminary screening criteria the chosen
location is closest to the CIRF, has fewer potential impacts to Waters of the U.S. when compared to Site #2 or Site #6,
and will require less forest clearing due to the previous ornamental tree farm. Site 1 also has plans of sewer installation
for Horton Road that connects to an existing sewer line behind Berewick Elementary School. The proposed sewer line
will have multiple connections in addition to the project site at Horton Road. The purchased property at 10137 Horton
Road will serve the needs and purpose of the project with the fewest impacts of any purchasable alternative site.
Figure 2: Horton Road, Purchased Property
N
O
O
n
Page 51 of 79

Site # 2:
This property has no assigned address but is located at approximately 10015 Walkers Ferry Road, Charlotte, NC. Atlas
Environmental staff contacted the listing realtor and there is currently no sewer or water service to the parcel and the
property. The asking price of the parcel is $2,553,000 which is approximately $453,000 more than the purchased
property at 10137 Horton Road. Additionally, a detailed GIS analysis of the terrain, using LiDAR to create a digital
elevation model, indicates a strong likelihood of perennial and or intermittent streams on site. Mecklenburg County
Polaris GIS does show post construction and SWIM buffers that extend into the site. Impacts at this location would
exceed those at Horton Road and would likely impact higher quality resources. Current zoning at Site 2 is R3 and is
generally surrounded by RMH zoning and residential housing. Due to the strong potential of surface waters and
residential location of Site 2 it is not considered a practicable alternative site.
Figure 3: LiDAR DEM Alternative Site #2
m
I
10w
T
0
6
CLCD
n
is
s
0
m
Z
n
N
CO
N
V
CO
3
Page 52 of 79

Site #6
This parcel is located approximately 1.2 miles from the CRIF and is located at 8951 Dixie River Road Charlotte, NC.
According to the realtor the parcel is currently for sale at approximately $75,000 per acre and the total asking price is
currently $4,443,750. GIS analysis indicates a strong likelihood of perennial and or intermittent streams on site.
Mecklenburg County Polaris GIS does show post construction and SWIM buffers that extend into the site. A utility
easement does exit bisecting the southern extent of the parcel close to the entrance from Dixie River Road. There is
currently no water or sewer and is located near the upcoming "River District". The parcel is owned by nine entities
posing encumbrances during conceptual negotiation. It is not likely that the planning board will considered an industrial
zoning. Lastly, the potential re -alignment of Dixie River Road could impact the parcel. Due to the highly elevated price,
potential zoning restrictions, and potential aquatic resource on site this location is not considered a practicable
alternative site.
Figure 5: LiDAR map for Alternative Site #6
i?
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c
r
0
m
Page 53 of 79
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Page 53 of 79

Alternative sites 3, 4, 5, 7, and 8
While the remaining five potential alternative sites meet the preliminary screening criteria of size and distance from the
CRIF none are currently for sale. Due to not being for sale no additional research was conducted on the parcels. These
parcels are not considered as practicable alternative sites.
Page 54 of 79

Charlotte Intermodal Logistics Center
Project Marketing Documents
�I L�
IRONMENTAL
All marketing documents presented in this section were produced by The Silverman Group and and th$4pfS@sfftatives.

J
F,
1APoo " wi
-
CHARLOTTE INTERMODAL
LOGISTICS CENTER i
CHARLOTTE INTERMODAL Thel ♦m
LOGISTICS CENTER Silverman
Group

Charlotte Intermodal
Located within Charlotte Douglas International Airport, Charlotte
Intermodal links air, sea, and truck transportation within the airport
facility. With quick access to interstates 1-85 and 1-485, Charlotte
Intermodal gives businesses a more convenient method of,
shipping goods
i
NORFOLK SOUTHERN
to numerous
yJseam
,
destinations as the
;_,
facility is within
_e
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close proximity to
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taxiwaybridges,
troit
Miw�ar�ukee,D_
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railroad tracks that
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run along the airfield.
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Atlanta '1\
"Information and images provided by Charlotte j ` M J • _
Chamber "Transportation & Logistics" _ Dallas* Y f
(click here to view full document) l _
Houston •
4
FOR MORE INFORMATION, PLEASE CONTACT:
Chris Skibinski, SIOR Chris Loyd Henry Lobb
Principal I Managing Director Senior Associate Senior Associate
704.412.5606 704.612.0238 704.469.5964
[e-mail] [e-mail] henry.lo� b� vo g�young.com

x LESS THAN ONE MILE
to Charlotte Intermodal
Charlotte Intermodal Logistics Center will feature a Class A ±420,000 -square -foot
modern industrial building with unparalleled access to the Charlotte Intermodal.
This 36 -foot clear, cross dock facility will offer single and multi -tenant leasing options.,
Situated on a 42 acre site along 1-485, this property offers excellent interstate access
and strong connective -,y to Charlotte's major industrial submarkets. Projected delivery is
second quarter of 2019.
k
8wnecl & Managed oy
The III
Silverman
Pace 58 of7g oup

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-- '- -�CHA LOTTE
INTERMODAL
85`
a
7
Por t Distance from CILC
Owned & A4:;n.r
The 111
Silverman
Group

Building Name
Charlotte Intermodal Logistics
Center'CILC"
Phase III = Building.4
Lakemont77
Afton Ridge
Geneva DC
River Oaks - Building D
-Afton Ridge II
Phase III - Building 2
Steele Point I
Beacon -John Price
Lakemont East
WestPark 85 Building B
Wilkinson #3
WestPark 85 Building A
Building 3
Bryton #1
Steele Creek Commerce 9
Steele Point II
Air Park West V
Bldg 1
City
State Avail. SF Year Miles to Intermodal
Charlotte
NC
420,000
2019
0.9
Concord
NC
410,814
2019
22
Fort Mill _
SC
370,000
2019
16
Concord.-
NC
360,000
2014
23
Charlotte =-
NC
351,520
2018
13
Concord
NC
309,536
2016
22
Concord
NC
260,000
2017
23
Concord
NC
252,000
2019
22
Charlotte
NC
250,750
2018
9
Charlotte
NC
220,683
2018
12
Fort Mill - --
SC
201,788
2017
14
.Charlotte -
NC
201,285
2018
6.5
Charlotte
NC
172,000
2018
5.7
Charlotte
NC
163,100
2018
6.5
Charlotte
NC
135,105
2018
14
Huntersville
NC
125,937
2019
21
Charlotte
NC
125,400
2018
3.5
Charlotte
NC
117,000
2018
9
Charlotte
NC
100,286
2003
6.5
Kings Mtn.
NC
100,000
2000
28.6
Note: CILC is the closest to the Intermodal facility
Page 60 of 79

Charlotte Intermodal Logistics Center
Project Photographs
Photograph Dates:
September 28, 2017
April 6, 2018
May 2, 2018
June 19, 2018
August 9, 2018
51 S
IRONMENTAL
All presented photographs were taken by Atlas Environmental staff during site investigations
and are only intended to represent site conditions on the day referenced.
�dg8"6T'0i79

WL 2000
Date 09/28/2017
Page 63 of 79

WL 3000: Bright soils below hydric indicate surficial
infiltration through clays
WL 3000
Date 04/06/2018
Page 64 of 79

Site Photographs: Date 05/02/2018
WL 3100: Failed alpha, alpha'-dipyridyl test
_ 4W
,• ... � i, a ,,c .4�" • y � 9y.. it � '*�
+. f , •y7x. '�`
:d
WL 3100: No water table at 16 inches
WL 3100: Evidence of manganese concretions
Page 65 of 79

i
fi.
j a
i

Site Photographs:
Pond
WL 3000
CH 200 upper
WL 3200
Field Overview WL 3100
Page 69 of 79

Charlotte Intermodal Logistics Center
Observed Local Precipitation
Agricultural Applied Climate Information System
WETS tables
Precipitation Accumulation graph
M
IRONMENTAL
The presented precipitation amounts should be considered accurate as to the day of data retrieval on August
15, 2018. All data was recorded at the Charlotte Douglas International Airport
Paae 70 of 79

NOTE: Red highlights indicated below average precipitation and Green indicates above
average precipitation. Highlights are on last page at 2b!7 and 2018 data.
GROWING SEASON DATES
Years with missing data:
24 deg =
28 deg =
32 deg =
WETS Station: CHARLOTTE
1
1
1
DOUGLAS AIRPORT, NC
Requested years: 1990 - 2018
Years with no occurrence:
24 deg =
28 deg =
32 deg =
Month
Avg Max
Avg Min
Avg
Avg
30%
30% chance
Avg number,,,
Avg
0
Temp
Temp
Mean
Temp
Precip
chance
precip less
precip more
than
days precip 0.,'
10 or more
Snowfall
Data years used:
24 deg =
28 deg =
than
Jan
52.2
31.8
42.0
3.41
2.52
4.01
7 . ,
_ 1.7 i
Feb
56.4
34.8
45.6
3.02
2.30
3.51
6
1.2
Mar
64.0
41.1
52.6
3.98
2.78
4.73
7
0.3
Apr
73.0
49.1
61.1
3.61
2.27
4.36
6,
0.0
May
79.9
58.0
69.0
3.33
1.95
4.05
6
0.0
Jun
86.9
66.3
76.6
3.86
2.22
4.69
6'
0.0
Jul
90.0
69.8
79.9
3.72
2.51
4.45
6
0.0
Aug
88.4
68.6
78.5
4.14
2.41
5.04
6
0.0 1
Sep
82.3
62.2
72.3
3.53
2.22
4.26
5
0.0
Oct
72.8
50.1
61.5
3.27
1.67
3.93
4
0.0
Nov
63.0
39.8
51.4
3.07
1.77
3.74
5
0.1
Dec
54.7
34.6
44.7
3.39
2.38
4.02
6
0.3
Annual:
37.88
46.05
Average
72.0
50.5
61.3
days
-
-
Total
-
42.34
71
3.5
GROWING SEASON DATES
Years with missing data:
24 deg =
28 deg =
32 deg =
1
1
1
Years with no occurrence:
24 deg =
28 deg =
32 deg =
0
0
0
Data years used:
24 deg =
28 deg =
32 deg =
28
28
28
Probability
24 F or
28 For
32 F or
higher
higher
higher
50 percent *
3/2 to 12/
3/15 to
3/29 to
5:278
11/12:
11/3:219
days
242 days
days
70 percent *
2/24 to
3/9 to 11 /
3/23 to
12/12:
18: 254
11/9:231
291 days
days
days
* Percent chance of the
growing season occurring
between the Beginning and
Ending dates.
STATS TABLE - total
precipitation (inches)
Yr
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Ann[
1939
10.58
4.75
0.
1.
1.
2.
21.
87
08
25
71
24
1940
3.74
3.65
3.23
1.88
3.89
4.27
4.35
5.17
0.
1.
6.
3.
42.
98
58
03
24
01
1941
1.33
1.60
3.64
2.60
0.11
4.44
9.12
3.11
1.
1.
0.
5.
35.
73
64
79
40
51
1942
1943
1944
M2.67
6.86
8.67
5.38
1.71
1.55
4.16
0.95
4.
3.
2.
2.
46.
95
79
90
74
33
1945
2.01
5.10
2.77
3.50
1.29
1.58
7.86
5.68
10.
1.
1.
7.
50.
43
38
47
41
48
1946
3.16
3.51
2.81
3.34
5.19
3.09
4.67
2.40
2.
5.
2.
1.
40.
64
62
42
77
62
1947
6.79
1.42
3.70
1.74
1.66
2.10
4.59
6.68
4.
7.
6.
2.
49.
47
66
58
10
49
1948
4.70
4.82
7.17
1.19
4.61
1.91
1.26
9.98
4.
2.
B.
4.
55.
Page 71 of 79

Page 72 of 79
M
05
17
49
18
1949
3.69
3.01
2.11
5.21
4.02
5.08
5.63
5.43
1.
5.
2.
1.
45.
53
89
17
53
30
1950
2.26
0.99
4.29
1.45
2.65
4.97
5.34
2.69
2.
2.
1.
2.
34.
91
90
96
34
75
1951
1.47
1.36
4.91
4.08
0.34
5.12
1.88
2.43
4.
0.
3.
4.
34.
31
44
19
93
46
1952
3.11
4.22
8.62
3.53
2.06
3.12
4.23
8.93
2.
0.
1.
3.
46.
24
70
28
97
01
1953
3.61
5.56
5.06
2.55
2.64
4.42
1.62
1.84
3.
T
0.
5.
37.
66
76
87
59
1954
6.28
2.47
6.94
3.60
2.52
0.67
4.11
3.42
0.
2.
2.
4.
39.
02
52
44
31
30
1955
2.38
3.79
2.30
4.32
5.29
2.31
4.91
1.95
2.
4.
2.
0.
37.
59
70
37
44
35
1956
1.24
5.85
3.74
3.98
3.98
1.22
3.16
2.47
5.
1.
1.
3.
37.
06
92
31
20
13
1957
2.73
4.83
3.06
3.33
5.29
5.29
1.40
3.23
4.
2.
7.
2.
46.
74
44
70
19
23
1958
4.27
3.35
2.77
7.64
2.34
2.22
6.21
3.96
0.
1.
1.
3.
39.
96
55
31
17
75
1959
3.02
2.87
4.32
5.36
3.25
1.62
8.33
7.92
6.
6.
1.
2.
53.
11
13
92
81
66
1960
5.74
6.31
4.93
3.20
3.51
6.56
1.74
3.25
1.
3.
0.
2.
44.
48
74
60
99
05
1961
2.21
6.68
4.40
4.05
3.19
8.26
1.43
4.07
0.
0.
2.
6.
43.
06
73
73
03
84
1962
7.44
4.27
5.47
4.82
1.84
4.25
1.96
2.76
5.
1.
5.
3.
47.
06
57
33
01
78
1963
2.71
3.15
5.28
2.69
2.91
2.01
2.19
3.55
3.
0.
3.
3.
34.
70
02
46
04
71
1964
5.68
4.29
4.18
4.52
0.89
2.11
§.39
4.83
2.
7.
2.
3.
46.
32
20
05
18
64
1965
2.17
2.69
6.59
3.32
1.96
5.30
6.19
4.87
0.
1.
3.
0.
39.
88
76
19
43
35
1966
3.79
5.59
2.13
1.73
3.61
2.58
1.86
2.36
5.
2.
1.
2.
35.
42
29
19
58
13
1967
2.76
3.79
2.48
1.57
4.70
3.08
5.13
9.23
1.
0.
2.
5.
43.
60
83
51
53
21
1968
4.95
0.87
4.96
2.73
2.45
6.63
5.13
0.88
1.
3.
4.
2.
40.
46
02
68
29
05
1969
1.93
5.19
4.04
3.49
2.03
2.32
3.48
5.14
4.
1.
1.
4.
39.
83
33
14
87
79
1970
1.70
3.66
2.93
2.04
2.69
2.62
5.73
4.03
0.
5.
1.
3.
35.
55
12
58
14
79
1971
3.40
5.19
4.87
2.79
4.47
5.09
4.99
2.89
2.
6.
2.
2.
48.
68
88
96
24
45
1972
4.47
3.21
2.59
1.75
5.61
3.01
6.59
0.61
3.
1.
5.
5.
44.
77
37
42
83
23
1973
4.14
4.44
6.96
2.13
4.31
4.91
3.62
2.31
3.
2.
0.
5.
44.
15
38
46
32
13
1974
5.22
4.90
3.30
3.26
4.49
2.32
4.16
6.35
6.
0.
4.
3.
49.
50
46
50
82
28
1975
6.14
3.50
7.62
1.69
12.48
1.86
7.58
4.48
6.
3.
2.
3.
62.
51
58
83
82
09
1976
1.89
1.13
4.36
0.30
4.26
3.84
2.26
0.90
5.
8.
3.
5.
41.
55
33
37
60
79
1977
2.73
1.48
8.45
2.05
3.16
3.12
0.82
2.44
6.
4.
4.
1.
41.
35
74
20
97
51
1978
6.80
0.74
4.97
2.69
4.91
4.19
4.03
8.11
1.
1.
2.
3.
44.
16
18
81
13
72
1979
5.31
7.59
3.79
6.47
4.54
4.72
4.74
1.27
9.
2.
4.
1.
57.
69
95
61
36
04
1980
4.67
1.31
8.76
2.31
3.59
2.27
2.63
1.94
5.
1.
3.
0.
39.
37
67
77
83
12
1981
0.45
3.63
2.12
0.67
4.27
1.81
6.61
2.67
3.
3.
0.
6.
36.
42
94
87
23
69
1982
4.30
4.87
1.58
3.84
4.97
4.16
4.19
2.03
0.
3.
3.
4.
41.
Page 72 of 79

Page 73 of 79
64
83
05
23
69
1983
2.53
5.50
6.07
2.66
2.14
3.77
0.53
3.61
0.
2.
4.
7.
41.
74
43
05
49
52
1984
4.09
5.90
5.89
4.50
4.78
2.95
5.96
3.95
1.
0.
2.
2.
44.
74
75
08
40
99
1985
5.20
4.05
0.58
1.90
5.14
5.46
4.14
7.35
0.
5.
8.
0.
49.
74
16
68
92
32
1986
1.02
1.03
3.01
1.20
1.63
0.41
2.26
5.43
0.
3.
3.
3.
26.
83
49
44
16
91
1987
4.78
5.19
3.65
2.44
0.99
2.98
1.38
2.76
6.
0.
4.
3.
39.
87
84
05
39
32
1988
3.43
1.11
3.29
2.27
2.20
1.55
3.56
4.56
4.
4.
2.
1.
34.
45
12
11
62
27
1989
1.61
4.67
4.92
2.58
5.37
3.20
6.30
2.99
7.
4.
3.
3.
49.
27
08
14
66
79
1990
3.81
5.65
3.57
2.03
4.99
0.90
2.71
3.47
1.
14.
2.
3.
49.
75
72
75
23
58
1991
6.02
1.32
7.18
5.43
2.94
2.39
3.70
8.18
1.
0.
2.
2.
45.
70
50
83
99
18
1992
3.28
4.31
4.93
2.51
3.59
6.83
1.78
3.46
8.
6.
5.
2.
53.
18
21
84
81
73
1993
6.17
2.72
7.61
2.00
2.60
0.15
1.56
3.77
0.
2.
2.
3.
35.
92
28
69
34
81
1994
3.54
2.62
4.94
2.29
1.47
4.58
2.61
5.75
1.
3.
2.
1.
36.
00
60
32
92
64
1995
4.25
4.57
1.49
1.37
3.17
5.76
4.56
7.07
2.
7.
5.
1.
48.
49
17
05
23
18
1996
4.13
2.52
4.73
4.41
2.13
2.56
3.05
4.74
4.
2.
2.
2.
40.
12
32
83
61
15
1997
2.96
4.65
2.51
5.23
1.39
6.85
8.94
1.10
3.
3.
3.
4.
48.
39
94
70
08
74
1998
5.74
3.82
3.01
6.19
1.53
3.56
3.65
2.82
3.
1.
2.
3.
41.
79
38
27
28
04
1999
3.87
2.32
1.31
4.12
1.50
4.02
3.39
1.42
4.
S.
1.
1.
34.
26
47
49
74
91
2000
4.07
2.59
3.59
5.48
1.17
3.48
1.47
3.26
5.
T
2.
1.
34.
81
75
07
74
2001
1.87
2.19
5.68
1.18
2.65
1.90
2.24
0.64
4.
0.
0.
1.
26.
31
78
83
96
23
2002
4.69
1.53
4.48
0.43
4.18
1.24
1.20
4.32
3.
5.
4.
4.
40.
54
43
38
96
38
2003
1.96
3.61
7.06
8.25
10.69
5.06
8.29
10.35
2.
1.
0.
2.
62.
69
43
84
40
63
2004
0.92
3.55
1.61
1.35
2.78
8.20
6.84
5.43
6.
0.
3.
2.
44.
87
75
12
74
16
2005
1.66
2.95
5.27
3.00
2.42
8.23
3.05
1.97
0,
4.
3.
5.
41.
36
66
06
25
88
2006
3.23
1.17
1.32
2.36
1.24
7.40
3.65
7.20
4.
3.
6.
2.
44.
38
80
30
37
42
2007
3.38
2.77
4.40
4.12
0.60
2.57
2.04
0.41
1.
2.
0.
4.
28.
07
54
47
24
61
2008
1.84
2.76
4.64
3.70
2.19
2.69
3.57
9.38
3.
1.
2.
3.
42.
98
49
75
23
22
2009
2.52
2.21
5.40
2.30
7.28
4.74
4.69
1.66
1.
3.
5.
7.
48.
67
58
08
01
14
2010
4.88
3.79
4.37
1.44
3.37
2.89
2.48
4.75
4.
1.
1.
1.
36.
18
13
38
74
40
2011
1.37
3.44
4.51
3.32
4.73
3.10
3.53
5.18
5.
3.
3.
3.
44.
55
04
34
41
52
2012
2.28
1.30
3.89
1.67
5.92
1.02
3.98
3.11
4.
1.
0.
3.
33.
82
21
65
84
69
2013
4.29
3.46
3.44
4.56
3.00
7.31
7.46
1.80
3.
0.
3.
7.
49.
06
48
63
13
62
2014
2.91
4.01
4.48
7.34
4.05
2.85
4.38
3.74
3.
1.
3.
2.
45.
99
35
79
57
46
2015
2.80
3.02
2.19
6.14
0.32
2.90
1.21
3.84
2.
5.
10.
8.
49.
75
57
04
70
48
2016
2.28
4.50
0.85
2.03
5.63
2.82
1.55
1.88
5.
2.
0.
2.
33.
Page 73 of 79

J F M A M J J A S O N D
2017 5.72
2018 2.56
Notes: Data missing in any
month have an "M" flag. A "T'
indicates a trace of
precipitation.
Data missing for all days in a
month or year is blank.
1.19 2.71 5.54
3.04 4.21 5.03
5.76 4.30 4.45 5.29
3.40 1.51 5.96 M2.74
44 78
88
91 55
2. 3.
0.
2. 44.
72 95
94
12 69
28.
45
Page 74 of 79

Accumulated Precipitation - CHARLOTTE DOUGLAS AIRPORT, NC
Click and drag to zoom to a shorter time interval; green/black diamonds represent subsequent/ missing
values
75
50
W
0
Sep 1
Nov 1 .Jan 1 Mar 1 May 1 Jul 1
* 2017-18 accumulation — Normal — Highest (2002-03) — Lowest (2001-02)
IXLAS
IRON MENTAL
Project Name: Horton Road
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 01, 2018
Powered by ACIS

North Carolina Historic Preservation Office
Environmental Review No Comment Letter
IRONMENTAL
Page 76 of 79

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
May 7, 2018
Jennifer Robertson
Atlas Environmental, Inc.
712 English Tudor Lane
Charlotte, NC 28211
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Residential Development, 10137 Horton Road, Charlotte, Mecklenburg County, ER 18-0798
Dear Ms. Robertson:
Thank you for your letter of April 16, 2018, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely, A da
(��
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
Page 77 of 79

Charlotte Intermodal Logistics Center
Draft Sewer Line Alignment
I/LAS
NMENTAL
Draft sewer line alignment subject to change.

TLAS
AbNMENTAL
Project Name: Charlotte Intermodal Logistics Cemter
Location: 10137 Horton Rd Charlotte, NC 28278
For: The Silverman Group Attn: Dan Lacz
Coordinates: 35.18432, -80.97293
Date: August 20, 2018