20201304 Ver 1_401 Application_20201024

RECEIVED
Preliminary ORM Data Entry Fields for New Actions OLT4 "
NMEWWRWNPDES
SAW — 2018 - 162 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Charlotte Water Garrison and Horton Roads Sewer
2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓
3. Project Description / Purpose [PCN Form 63d and 63e]:
Construction of a sewer line that will become a Charlotte Water sewer line after construction is
complete.
4. Property Owner / Applicant [PCN Form A3 or A4]: Meck Co, William Shaw / The Silverman Group Dan Lacz
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form B5b]: 2018-00162
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
Horton Road, Charlotte, NC 28278
35.17790,-80.97809
8. Project Location -Tax Parcel ID [PCN Form B1a]: 14118101, 14117112, 14129103, 14129106
9. Project Location — County [PCN Form A2b]: Mecklenburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form B2a]: Beaver Dam Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Upper Catawba 03050101
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 12
❑ Regional General Permit #
Q Jurisdictional Determination Request
❑✓ Section 10 & 404 ❑
❑Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602
Page 1 of 103

-4"VIRONMENTAL
August 28, 2020
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Mr. Bryan Roden -Reynolds Attn: Mr. Paul Wojoski
8430 University Executive Park Dr, Suite 611 1617 Mail Service Center
Charlotte, North Carolina 28262 Raleigh, North Carolina 27699-1617
Re: The Silverman Group / Charlotte Water
Garrison and Horton Road
Jurisdictional Determination and Nationwide Permits 3 and 12 Application
Corps Action ID: 2018-00162
Bryan/Paul:
The applicant, Mr. Dan Lacz with The Silverman Group, is requesting approval of the
enclosed preliminary Jurisdictional Determination package for Potential Waters of the
U.S. and Nationwide Permits 3 and 12 located along an easement for a gravity sewer.
The project purpose is to install a 0.88 mile gravity outfall sewer line that will connect
to an existing sewer line along UT Beaverdam Creek. The new sewer line will serve the
vicinity of Garrison Roads and Horton Roads including private residences and
commercial development. The immediate need for the sewer line is to serve the
Charlotte Intermodal Logistics Center that The Silverman Group are currently
developing. Charlotte Water will own and maintain the sewer line once construction is
complete. Charlotte Water is approving the design of the project.
There are 5 potential aquatic resources including 4 non -wetlands (165 linear feet) and 1
wetland (0.015 acre) within the review area. The potential wetland is forested. CH 400
which is the main UT Beaverdam Creek will be jack and bored to avoid stream impacts
within an existing North Carolina stream restoration conservation easement. The Corps
is requiring mitigation for the buffer disturbance per Mr. Todd Tugwell. The applicant
will be required to purchase 40 stream credits from DMS. Due to the wetland impacts
at the applicants building site the Corps is requiring mitigation for the wetland impacts
per Mr. David Shaeffer.
The construction of the sewer line will consist of an open cut trench at all locations
except for CH 400. All stream impacts will be temporary, and the wetland impact will
consist of permanent conversion from forested to herbaceous totaling 0.015 acre. A 32
linear foot existing culvert will be replaced at impact S3. Extensive coordination has
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte
Page 2 of 103

VIRONMENTAL
occurred for this project including four alignment revisions to avoid as many aquatic
resources as possible and avoid as much conservation easement as possible.
Enclosed are the necessary 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 regard�A4
o� regards,
1&hzV'w-'
Jennifer L Robertson
jrobertson(a-)-atlasenvi.com
Digital Copy To: Mr. Alan Johnson, DWR Mooresville Office
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o)/ 828-712-9205(m)
www.atiasenvi.com / Offices in Asheville and Charlotte
Page 3 of 103

VjI.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 26402-1690
-and-
NC Division of Water Resources, Water Quality Program
Wetlards, Buffers, Streams — Comaliance 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 Ad and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc star, for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisd ction under Section 404 of the Clean Wader 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 Water Garrison Road Sanitary Sewer Improvement
Mecklenburg County
Property Owner of Record:
The Silverman Group, Mr. Dan Lacz
Contact Name:
195 Morristown Road
Address:
Basking Ridge, NJ 07920
Address:
973-765-0100 x 4063
PhonejFax Number:
[e-mail]
Email Address:
Garrison Road
Project Address:
Charlotte, NC 28278
Project Address:
101. 14117112, and 14117111
Tax PIN:
n
Signature:
Date:
A TLASEnvironmental Inc.
338 S. Sharon Amity Road, #411
Charlotte, Ncrth Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
jrolvrtsnn@ati".nA.com
wwmatlasenvisom
Page 4 of 103

U.S. Army Corps of Engineers — Wilmington District - Regulatory Division
ADDITIONAL PROPERTY OWNER INFORMATION AND RIGHT OF ENTRY
First Name: Chris Last Name: Matthews
Company Name (If applicable): Mecklenburg County Park and Recreation Department
Address: 5841 Brookshire Blvd. City: Charlotte State: NC Zip Code: 28216
Phone: [phone] Email: [e-mail]
Property PIN #(S) 14118101, 14117112, 14117120, 14117119, 14117111, 14129106, 14117123
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter
upon the property herein described for the purpose of conducting on -site investigations, if necessary, and issuing a
jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. I, the undersigned, am a duly authorized owner of record of the property identified herein.
Chris Matthews 11/22/19
Signature Printed Name and Date
Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area
subject to federal jurisdiction under the regulatory authorities referenced above.
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. Your name and property location where federal jurisdiction is to be determined will be included in the approved
jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USACE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for a jurisdictional determination cannot be evaluated nor
can a jurisdictional determination be issued.
October 2019
Page 5 of 103

B34446 - P 224
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
For Registration
Fredrick Smith
Register of Deeds
Mecklenburg County, NC
Electronically Recorded
2020 Apr 0710:00 AM RE Excise Tax: $ 0.00
Book: 34446 Page: 224 - 240 Fee: $ 34.00
Instrument Number: 2020048449
SANITARY SEWER LINE EASEMENT AGREEMENT
from
WILLIAM SHAW
to
SL HORTON ROAD LLC
Prepared By/Return to:
clo The Silverman Group
195 Morristown Road
Basking Ridge, NJ 07920
Attn: Legal Department
submitted electronically by "Moore & van Allen, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Mecklenburg county Register of Deeds.
Page 6 of 103

Prepared by and once recorded return to:
SANITARY SEWER LINE EASEMENT AGREEMENT
THIS SANITARY SEWER LINE EASEMENT AGREEMENT (this "Sewer
Easement Agreement") is effective as of the 1 day of March, 2020 (the "Effective Date"),
by and between WILLIAM SHAW, having an address at 10813 Garrison Road, Charlotte,
North Carolina 28278, and his successors and assigns ("Grantor"), and SL HORTON ROAD
LLC, a Delaware limited liability company, having an address 195 Morristown Road, Basking
Ridge, New Jersey 07920, and its successors and assigns ("Grantee").
RECITALS
A. Grantor is the owner of that certain parcel of real property located in Mecklenburg
County, North Carolina at 10813 Garrison Road, Charlotte, North Carolina more
particularly described on Exhibit A attached hereto and made a part hereof (the
"Grantor Property") beneath which Grantee intends to construct a sanitary sewer
line sewer lift station to service the industrial building to be constructed by Grantee
on the Grantee Property (the "Lift Station").
B. Grantee is the owner of that certain parcel of real property adjacent to the
Grantor's Property located in Mecklenburg County, North Carolina at 13137
Horton Raod, Charlotte, North Carolina being more particularly described on
Exhibit B attached hereto and made a part hereof (collectively, the "Grantee
Property") .
C. Grantee has requested and Grantor has agreed to grant to Grantee a sanitary sewer
line easement over a portion of the Grantor Property on the terms hereinafter set
forth so as to construct and utilize a sanitary sewer line beneath the Sanitary
Sewer Area.
NOW, THEREFORE, in consideration to be calculated at a rate of of Sixty Two
Thousand Five Hundred and 00/100 Dollars ($62,500.00) multiplied by the final acreage of the
Sewer Easement Area (as defined herein) and other good and valuable consideration in hand paid
by Grantee, the receipt and sufficiency of which are hereby acknowledged and confessed, the
parties on behalf of themselves and their respective successors and assigns covenant and agree as
follows:
Page 7 of 103

Recitals. The foregoing recitals are true and correct and are incorporated herein by
this reference.
2. Grant of Permanent Sewer Easement. Grantor, as the owner of the Grantor Property,
hereby grants, bargains, sells and conveys to Grantee, as the owner of the Grantee
Property, for the benefit of the Grantee Property and the Grantee, and its successors
and assigns, agents, representatives, employees, contractors, subcontractors, guests,
customers, invitees, licensees, and tenants, and such tenants' agents, representatives,
employees, contractors, guests, customers, invitees, licensees, and subtenants
(collectively, the "Grantee Beneficiaries'l, a perpetual nonexclusive easement over,
under, upon, across and through that portion of the Grantor Property having a uniform
width of twenty feet (20') and a varying depth and depicted on Exhibit C attached
hereto and made a part hereof (the "Sewer Easement Area"), for the purpose of
installing, constructing, connecting to, as well as keeping, using, operating
maintaining, repairing, reconstructing, and replacing an underground sanitary sewer
line, fittings, clean -outs, manholes, and other related appurtenances, accessories,
and/or infrastructure (the collectively, the "Sewer Facilities") located therein and the
conveyance of sanitary sewage and waste water through such Sewer Facilities
together with a right of access, ingress, and egress over and across the Sewer
Easement Area for purposes of performing and undertaking all activities required or
permitted to be taken by Grantee and/or the Grantee Beneficiaries pursuant to this
Sewer Easement Agreement (the "Sewer Easement").
3. Maintenance of Sewer Easement Area. The Sewer Easement Area and all
improvements therein shall be kept and maintained by the owner of the Grantee
Property in good condition and repair and in compliance with all applicable laws,
rules, regulations and ordinances. In exercising its rights granted under this Sewer
Easement, Grantee shall at all times use reasonable efforts to minimize interference
with Grantor's use and enjoyment of the Grantor Property. Prior to entry on the
Grantor Property, Grantee shall procure and maintain and shall cause Grantee's
contractors and subcontractors to procure and maintain commercial general liability
insurance against claims for personal injury (including contractual liability arising
under any indemnity contained in this Easement), death, or property damage
occurring, with a per occurrence limit of at least Two Million Dollars
($2,000,000.00), which limit may be satisfied by any combination of primary and
excess or umbrella per occurrence policies, and naming Grantor (and Grantor's
lenders, as applicable) as additional insureds. Grantee shall deliver to Grantor a
certificate of insurance reflecting the herein required insurance to Grantor prior to any
entry onto the Grantor Property and at reasonable times thereafter upon request of
Grantor. Notwithstanding the foregoing, Grantor shall be responsible for the repair of
any Grantee installed improvements within the Sewer Easement Area damaged as a
result of the negligent or willful actions of the Grantor, its successors and assigns,
agents, representatives, employees, contractors, subcontractors, guests, customers,
invitees, licensees, and tenants, and such tenants' agents, representatives, employees,
contractors, guests, customers, invitees, licensees, and subtenants (collectively, the
"Grantor Parties"). Grantor shall advise any contractors, subcontractors or other
Page 8 of 103

workmen performing work on the Grantor Property in the vicinity of the Sewer
Easement Area of the existence and location of this Sewer Easement.
4. Grant of Temporary Construction Easement. Grantor, as the owner of the Grantor
Property, hereby grants, bargains, sells and conveys to Grantee, as the owner of the
Grantee Property, for the benefit of the Grantee Beneficiaries, a temporary
nonexclusive construction easement over an area 40 feet in width extending 10 feet
on either side of the Sewer Easement granted herein so as to allow Grantee access for
construction of the Sewer Facilities. Following the completion of the Sewer Facilities
Grantee shall restore the area of the temporary construction easement to the condition
that existed prior to the granting of this easement and this temporary construction
easement shall automatically be terminated without any further force or effect. If
requested by Grantor, the Grantee shall execute a formal release of the temporary
construction easement in recordable form.
5. Relocation of Sewer Easement. Should any applicable governmental authority or
quasi -governmental authority having jurisdiction over the Sewer Facilities, the
Grantor Property, and/or the Grantee Property required that the Sewer Facilities be
installed in a different location, Grantor and Grantee agree to amend and modify this
Sewer Easement Agreement in order to correctly identify the location of the Sewer
Easement Area in accordance with the requirements of such governmental or quasi -
governmental authority and the actual location of the Sewer Facilities.
6. Covenants _.toRun ,with Land. The terms, conditions and provisions of this Sewer
Easement Agreement and the Sewer Easement and rights granted herein shall be
deemed covenants running with the land and shall inure to the benefit of and shall be
binding upon Grantor and Grantee and their respective successors and assigns. For
the avoidance of doubt, upon the conveyance of the Grantor Property or the Grantee
Property, the party conveying such Grantor Property or Grantee Property, such that
such party no longer holds any right, title, or interest in the Grantor Property or
Grantee Property, as applicable, shall no longer have any rights hereunder, and shall
be released from all liabilities and obligations hereunder accruing, from and after the
date of such conveyance (but shall remain obligated with respect to all liabilities and
obligations hereunder 'accruing prior to such conveyance), and anything to the
contrary contained herein notwithstanding, such parry's successors and assigns with
respect to the Grantor Property or the Grantee Property, as applicable, shall be
benefitted hereby and bound hereunder from and after the date of such conveyance;
however, that the foregoing clarification shall in no way be deemed to diminish,
expand, or otherwise modify the first sentence of this Section 5 and/or the rights and
obligations inherent therein. This Sewer Easement shall not be released or amended
in any manner without the written consent of the parties hereto and/or their successors
and assigns, and which consent shall not to be unreasonably withheld or delayed and
must be evidenced by an instrument executed with the same formalities as this Sewer
Easement.
Page 9 of 103

7. Indemnification. Grantee agrees to indemnify, defend and hold Grantor and the
Grantor Parties, as applicable, harmless from and against all claims, liabilities and
loss, cost or expenses (including reasonable attorneys' fees), relating to any accidents,
injuries, loss or damage of or to any person or property arising from the acts or
omissions of Grantee, its contractors, employees, agents or others acting on behalf of
Grantee arising from that Grantee's construction activities, repair, use, maintenance,
or lack of maintenance, on the Grantor Property. Grantor agrees to indemnify,
defend, and hold harmless Grantee and the Grantee Beneficiaries, as applicable, from
and against all claims, liabilities and loss, cost or expense (including reasonable
attorneys' fees), relating to any accidents, injuries, loss or damage of or to any person
or property arising from the acts or omissions of Grantor, or any of the Grantor
Parties arising in connection with the Sewer Facilities and/or the Grantee Property.
8. Default. Self -Hell?. In the event Grantor or Grantee fails to perform the maintenance
or other work required by this Sewer Easement, or otherwise breaches the terms of
this Sewer Easement, the aggrieved party may notify the breaching party and shall
specify the deficiencies or the breach. If such deficiencies are not corrected, or the
breach not cured, within thirty (30) days after receipt of such notice, then the
aggrieved party shall have the right to correct such deficiencies or cure the breach,
and recover all actual costs and expenses related thereto from the breaching party. In
the event that any breach is of a nature such that the same cannot reasonably be
corrected within thirty (30) days, provided that Grantor or Grantee has commenced
commercially reasonable efforts to correct the breach and continues to diligently
work to correct the breach, said breach shall be deemed to have been cured.
Notwithstanding the foregoing, in the event that the failure to perform in the manner
required in this Sewer Easement, or the breach of this Sewer Easement, creates an
imminent danger of damage to persons or properties, or jeopardizes the continuance
of business operations on the Grantor Property or Grantee Property, no notice shall be
required prior to the aggrieved party commencing such work or commencing a cure.
Any monetary amounts due and payable to the aggrieved party pursuant to this Sewer
Easement shall be paid within thirty (30) days from the date the breaching party is
notified of the amounts due and shall bear interest after such date until paid at an
annual rate equal to 10%.
9. Ownership and Dedication of Sanitary Sewer Facilities. Grantor and Grantee agree
that Grantee will cause the construction and installation of the Sewer Facilities and as
such, except as expressly provided otherwise in this Sewer Easement Agreement,
Grantor hereby grants, bargains, sells and conveys all of its rights, title and interest, if
any, in and to the Sewer Facilities unto Grantee and agrees that the same are and shall
henceforth be the sole property of Grantee. Grantee, or its successors or assigns, shall
have the right at any time to dedicate the Sewer Facilities and to assign the Sewer
Easement to the City of Charlotte or any other governmental or quasi -governmental
sanitary sewer service provider having jurisdiction thereof, in which case Grantor and
Grantee, for themselves and their successors and assigns, agree to cooperate with all
reasonable requirements that may be stipulated by such provider in connection
therewith.
Page 10 of 103

10. Limitation of Rights. frothing herein shall be construed as a gift, grant, or dedication
to the general public. The Sewer Easement and rights described in this Sewer
Easement Agreement are not intended to benefit parcels of land other than those
specifically identified herein without the consent in writing, in recordable form, of
Grantor and Grantee.
11. Subordination. Each of Grantor and Grantee shall use its good faith efforts to cause
action to be taken to make this Sewer Easement Agreement senior and superior to any
mortgage lien or any other matter of title which could adversely affect the rights and
benefits granted the other party hereunder. Any deed, lease, security deed, other
security instrument, mortgage, or other document hereafter conveying or creating an
interest in or affecting any part or all of the Grantor Property or the Grantee Property
shall automatically and without further act or deed be subordinated to the terms and
conditions of this Sewer Easement Agreement.
12. Entire Agreement. This Sewer Easement Agreement contains the complete
understanding and agreement of the parties hereto with respect to all matters referred
to herein, and all and any prior representations, negotiations and understandings are
superseded hereby.
13. Notices. Notices or other communications hereunder shall be in writing and shall be
sent certified or registered mail, return receipt requested or by delivery confirmation
overnight carrier, by personal delivery to the addresses specified above.
14. Governing Law. This Sewer Easement Agreement shall be governed by and
construed in accordance with the laws of the State of North Carolina, without regard
to the conflict of law principles applicable under North Carolina law. This Sewer
Easement Agreement and the Sewer Easement and other rights and obligations
granted or allocated herein, as applicable, will be binding upon Grantor, its successors
and assigns and will inure to the benefit of Grantee and its respective successors and
assigns.
15. Miscellaneous. If any provision of this Sewer Easement Agreement is determined to
be invalid, such determination shall not affect the validity or effect of the remaining
provisions of this Sewer Easement Agreement, all of which shall continue in effect as
if such invalid provision had not been included in this Sewer Easement Agreement.
This Sewer Easement Agreement may be executed in any number of counterparts,
each of which will be an original and all of which, when taken together, will
constitute a single binding instrument.
[SIGNATURES APPEAR ON THE FOLLOWING PAGES]
Page 11 of 103

IN WITNESS WHEREOF, the undersigned have executed, sealed, and delivered this
Sewer Easement Agreement to be effective as of the Effective Date.
W ttnesses.
Print Name: 'I e / {'1 CDcS/ �rC/
4
Print Name:
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
GRANTOR:
I0d 1 Anr t � (SEAL)
WILLIAM SHAW
ACKNOWLEDGMENT
I, a Notary Public for the State and County aforesaid, certify that William Shaw personally
appeared before me and acknowledged that he executed the foregoing instrument in the presence of the
above listed witnesses and acknowledged the signing of this document as his free act and deed for the
uses and purposes therein expressed.
Sworn to and
me this _Lrday of March, 2020.
��.•```gHAN p
.o Fk4,Fy
aOTAR��N4,7 ,
[Notary Seg] ,
i,kci
Notary Publicjfor North Carolina
Name of Notary Public: je,� tea.. j/ • _��
My Commission Expires:
CONTINUE ON FOLLOWING PAGE]
Page 12 of 103

GRANTEE:
SL HORTON ROAD LLC,
a Dela limited liability company
Witnesses: By:
Blake Silverman
1�-'.. c ..,..,.,_... Executive Director
Print Name: Kjjm\ hrg
Print Name: (Af i ST1 Q
STATE OF NEW JERSEY
ACKNOWLEDGMENT
COUNTY OF SOMERSET
The foregoing instrument was acknowledged before me, a notary public this Ij day of March,
2020, by Blake Silverman, as the Executive Director of and on behalf of SL HORTON ROAD,
LLC, a Delaware limited liability company, and is the person whose name is subscribed in the
foregoing instrument, appeared before me this day in person and acknowledged that he/she
signed and delivered the said instrument pursuant to authority duly given, as his/her free and
voluntary act, and as the free and voluntary act and deed of said company, for the purposes
therein set forth.
[Notary Seal] Notar ..._
Pub I c:
Printed Name: fiJnQ
F,.
My Commission
Expires:
L4UREN R INGLESIM
Notary Public of New Jerre
Aity`COmmission expires December 1
Commission e# 5omm3
Page 13 of 103

Exhibit A
Grantor Property Legal Description
(Sek- o,+k,,,,4GA)
Page 14 of 103

The Land referred to herein below is situated in the County of Mecklenburg, State of North Carolina, and is described as
follows:
TRACT A
ALL OF THAT CERTAIN PARCEL OF LAND AS SHOWN ON MAP RECORDED IN MAP =:CXT A "A;°G k,' IN THE
MECKLENBURG COUNTY PUBLIC REGISTRY.
LESS AND EXCEPTING THE FOLLOWING:
PORTION OF PROPERTY CONVEYED TO THOMAS W. NEAL AND WIFE BARBARA J. NEAL IN DEED .�YAQ
93-0.
LESS AND EXCEPTING THE FOLLOWING:
BEGINNING AT A RAILROAD SPIKE IN THE CENTER LINE OF GARRISON ROAD AS SHOWN ON THE SURVEY
HEREINAFTER REFERRED TO, SAID RAILROAD SPIKE BEING FURTHER LOCATED IN THE SOUTHERN LINE OF THE
PROPERTY CONVEYED TO THOMAS NEAL AND WIFE, BARBARA J. NEAL, BY DEED IN BOOK 6533, PACE 839,
MECKLENBURG PUBLIC REGISTRY; AND RUNNING THENCE WITH THE LINE OF THE NEAL PROPERTY SOUTH 58-23-45
EAST 420.00 FEET TO A NEW IRON REBAR, THENCE WITH A NEW LINE SOUTH 34-30-28 WEST 105.00 FEET TO
ANOTHER NEW IRON REBAR; THENCE WITH ANOTHER NEW LINE NORTH 58-23-45 WEST 420.00 FEET TO A PK NAIL
SET IN THE CENTER LINE OF GARRISON ROAD; THENCE WITH THE CENTER LINE OF GARRISON ROAD NORTH 34-30-
28 EAST 105.00 FEET TO THE POINT OR PLACE OF BEGINNING, CONTAINING 1.011 ACRES, MORE OR LESS, AS SHOWN
ON SURVEY BY JAMES I. KOVACS, PROFESSIONAL LAND SURVEYOR, MADE ON APRIL 11, 2002.
TRACT B
TRACT I:
BEING ALL OF MECKLENBURG COUNTY TAX PARCEL * 141-291-03 AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
PARCEL 1:
BEGINNING AT AN OLD IRON IN THE LINE OF THE CRESCENT LAND AND TIMBER COMPANY PROPERTY AS RECORDED
IN BOOK 3146, PAGE 165 AND THE NORTH EASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO
WILLIAM A.S. SHAW AND HATTIE GARRETT SHAW BY DEED RECORDED IN k T. 9,,—' E -ZPfi, AND RUNNING
THENCE WITH THE SAID LINE OF CRESCENT LAND AND TIMBER COMPANY NORTH 810-38'-41" WEST 1134.29 FT. TO A
POINT IN THE GARRISON ROAD, THENCE WITH THE GARRISON ROAD SOUTH 480-W WEST 179.04 FT. TO AN IRON,
THENCE SOUTH 48--00' WEST 238.00 FT. TO AN IRON, THENCE SOUTH 48°-00' WEST 49.98 FT. TO AN IRON IN THE
EDGE OF THE PAVEMENT, THENCE SOUTH 540-38'-10" EAST 228.46 FT. TO AN IRON, THENCE SOUTH 690-W EAST
129.65 FT. TO AN IRON, THENCE NORTH 810-2V-05" WEST APPROXIMATELY 1143.17 FT. TO A POINT IN THE
"' Page 15 of 103

WESTERLY LINE OF D. L. PHILLIPS PROPERTY AS RECORDED IN BOOK 2036, PAGE 1, THENCE WITH THE LINE OF THE
SAID D. L. PHILLIPS PROPERTY NORTH 50-25'-20' EAST 332.00 Fr. TO AN OLD IRON, THENCE NORTH 000-W-00"
WEST 166.00 FT. TO AN OLD IRON, THE POINT AND PLACE OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING:
PROPERTY CONVEYED BY DEED FROM WILLIAM A.S. SHAW AND WOFE HAITIE G. SHAW TO WILLIAM A. SHAW AND
BETTY C. SHAW, RECORDED IN ; Pi i MECKLENBURG COUNTY REGISTRY.
PARCEL 2:
BEGINNING AT A NEW IRON PIN IN THE CENTERLINE OF GARRISON ROAD, SAID PIN BEING THE NORTHWESTERN
CORNER OF THE PROPERTY OF WILLIAM A. SHAW, JR. AND WIFE, BETTY C. SHAW, AS SHOWN IN DEED RECORDED IN
BOOK 3778, PAGE 858, MECKLENBURG PUBLIC REGISTRY, THENCE WITH THE WESTERN LINE OF THE SHAW
PROPERTY SOUTH 48-00-00 WEST 467.02 FEET TO A NEW IRON PIN IN SAID LINE, THE TRUE POINT OF BEGINNING;
THENCE WITH THE SOUTHERN LINE OF THE SHAW PROPERTY SOUTH 54-38-10 EAST 228.46 FEET TO A POINT;
THENCE SOUTH 69-00-00 EAST 129.65 FEET TO A POINT; THENCE SOUTH 81-26-05 EAST 1144.40 FEET TO A NEW
IRON PIN IN THE LINE OF PROPERTY CONVEYED TO D.L. PHILLIPS BY DEED IN BOOK 2036, PAGE 1; THENCE WITH
THE LINE OF THE PHILLIPS PROPERTY SOUTH 05-30-34 WEST 1817.74 FEET TO AN OLD STONE; THENCE NORTH 84-
20-38 WEST 1450.19 FEEL' TO A NEW IRON PIN; THENCE WITH A NEW LINE NORTH 05-03-57 EAST 2023.45 FEET TO
THE TRUE POINT OF BEGINNING, AND CONTAINING 2,720,011 SQUARE FEET OR 62.461 ACRES, ALL AS SHOWN ON
SURVEY BY JACK R. CHRISTIAN AND ASSOCIATES DATED FEBRUARY 24, 1994.
LESS AND EXCEPTING THE FOLLOWING FROM THE AFOREMENTIONED PARCEL TWO:
COMMENCING FROM NCGS MONUMENT "BOXER" HAVING NCGS COORDINATES (NAD 83) NORTH=521,885.90
EAST=1,412,977.05 WITH A COMBINED FACTOR OF 0.99984597, THENCE NORTH 60-42'08' WEST 4,879.43 FEET
(GROUND DISTANCE) 4,878.69 FEET (GRID DISTANCE) TO A FOUND STONE, SAID STONE BEING THE POINT OF
BEGINNING HAVING NCGS COORDINATES NORTH=524,273.27 EAST=1,408,722.41, THENCE WITH D.L. PHILLIPS
HEIRS LINE, DEED BOOK 2036, PAGE 01, NORTH 86004'24" WEST 1450.19 FEET TO A SET OF *4 REBAR, THENCE
WITH A NEW DIVISION LINE OF WILLIAM A. SHAW JR., DEED BOOK 7766, PAGE 186,. NORTH 3r5 '59" EAST 31.04'
FEET TO A POINT IN CREEK, THENCE WITH THE CREEK THE FOLLOWING 68 COURSES, 1) NORTH 27034'15' EAST
79.33 FEET, 2) NORTH 31002'23' EAST 38.94 FEET, 3) NORTH 37-4VW' EAST 27.18 FEET, 4) NORTH 66-17'57' EAST
12.92 FEET, 5) SOUTH 8803837" EAST 34.00 FEET, 6) NORTH 57-4YW EAST 28.63 FEET, 7) NORTH 23014'S0'EAST
34.06 FEET, 8) NORTH 16-04'16' EAST 41.84 FEET, 9) NORTH 31001-05" WEST 32.57 FEET,10) NORTH 21005'44"
WEST 28.12 FEET,11) NORTH 09-2701' WEST 25.17 FEET, 12) NORTH 51-18'48" EAST 28.57 FEET, 13) NORTH
80042'29' EAST 17.57 FEET, 14) NORTH 8405814' EAST 41.19 FEET, 15) NORTH 83°06'04" EAST 41.92 FEET,16)
NORTH 54-35'57' EAST 44.03 FEET,17) NORTH 39005'31" EAST 29.53 FEET, 18) NORTH 65-14'26" EAST 24.88 FEET,
19) SOUTH 83001'31" EAST 38.84 FEET, 20) NORTH 69-50'40' EAST 41.48 FEET, 21) NORTH 29-07'02' EAST55.80
FEET, 22) NORTH 32-lVO2" EAST 34.02 FEET, 23) NORTH 33-49'45" EAST 15.81 FEET, 24) NORTH 52057'46"EAST
28.45 FEET, 25) SOUTH 83°4672' EAST 36.57 FEET, 26) NORTH 42-39151" EAST 29.24 FEET, 27) NORTH01-26'21'
EAST 41.92 FEET, 28) NORTH 01-1630' EAST 48.05 FEET, 29) NORTH 04-15'01" WEST 35.27 FEET, 30) NORTH
24-02'46' WEST 30.87 FEET, 31) NORTH 01-44'38' WEST 27.11 FEET, 32) NORTH 2O-17-14" EAST 19.84 FEET, 33)
NORTH 88-32'44' EAST 11.78 FEET, 34) SOUTH 54-IW20" EAST 25.86 FEET, 34A) SOUTH 54018'10" EAST 8.89 FEET,
35) NORTH 60-38'52" EAST 22.22 FEET, 36) NORTH 48-56'26' EAST 22.88 FEET, 37) NORTH 82-0T53" EAST 31.22
FEET, 38) NORTH 73-04'43" EAST 35.76 FEET, 39) NORTH 52-59'57' EAST 42.90 FEET, 40) NORTH 62021'29" EAST
25.40 FEET, 41) NORTH 88.22'S2" EAST 36.23 FEET, 42) NORTH 59.59'25' EAST 38.71 FEET, 43) NORTH58-16'W'
EAST 28.39 FEET, 44) NORTH 69-2703' EAST 46.29 FEET, 45) NORTH 87-3Y32" EAST 35.00 FEET, 46) NORTH
82024'04" EAST 35.2-3 FEET, 47) NORTH 74-2934" EAST 42.68 FEET, 48) NORTH 79034'02' EAST 40.95 FEET, 49)
SOUTH 88-56'S5" EAST 19.29 FEET, 50) NORTH 72023'39' EAST 28.76 FEET, 51) NORTH 5503477' EAST 58.20 FEET,
52) NORTH 7204718" EAST 30.08 FEET, 53) NORTH 74018'59" EAST 44.20 FEET, 54) NORTH 40-34'S(Y" EAST28.91
FEET, 55) NORTH 64-08'17" EAST 40.73 FEET, 56) NORTH 73039'00' EAST 51.14 FEET, 57) NORTH 40024'09" EAST
37.98 FEET, 58) NORTH 31003'42' EAST 22.80 FEET, 59) NORTH 24015'29" EAST 23.66 FEET, 60) NORTH26023'48"
EAST 26.50 FEET, 61) NORTH 4205T46" EAST 35.37 FEET, 62) NORTH 5602212" EAST 27.82 FEET, 63) NORTH
69042'20" EAST 38.37 FEET, 64) NORTH 570-W34' EAST 15.09 FEET, 65) NORTH 35-19'59' EAST 39.94 FEET, 66)
Page 16 of 103

NORTH 34-13-13- EAST 37.79 FEET, 67) NORTH 61°51-17- EAST 21.86 FEET TO A POINT IN D.L. PHILIP LINE, THENCE
SOUTH 03046-38" WEST 1326.31 FEET TO POINT OF BEGINNING, CONTAINING 25.010 ACRES AS SHOWN ON A SURVEY
PREPARED BY C. GARY BROOKS OF ESP ASSOCIATES, P.A., DATED AUGUST 2, 2000, LAST REVISED AUGUST 8, 2000,
REFERENCE TO WHICH IS HEREBY MADE.
TRACT I
BEGINNING AT STAKE IN THE LINE OF CRESCENT LAND & TIMBER CORPORATION PROPERTY, SAID STAKE BEING
LOCATED NORTH 81-38-41 WEST 374.66 FEET FROM A CORNER OF CRESCENT LAND & TIMBER CORPORATION
PROPERTY AND THE NORTHEAST CORNER OF WILLIAM A. SHAW, JR. AND RUNS THENCE SOUTH 8-21-19 WEST 208.75
FEET TO A STAKE; THENCE NORTH 81-38-41 WEST 417.56 FEET TO A STAKE; THENCE NORTH 8-21-19 EAST 208.75
FEET TO A STAKE IN THE LINE OF CRESCENT LAND & TIMBER CORPORATION PROPERTY, THENCE WITH SAID
CRESCENT LAND & TIMBER CORPORATION LINE SOUTH 81-38-41 EAST 417.50 FEET TO THE POINT AND PLACE OF
BEGINNING, CONTAINING 2.00 ACRES, ALL AS SHOWN ON SURVEY BY HENRY L. PERNELL, REGISTERED SURVEYOR,
DATED MAY 4,1984, REFERENCE TO WHICH IS HEREBY MADE.
TRACT II
BEGINNING AT A POINT IN THE CENTER LINE OF GARRISON ROAD IN THE LINE OF CRESCENT LAND & TIMBER
CORPORATION PROPERTY, AND RUNS THENCE WITH CRESCENT LAND & TIMBER CORPORATION PROPERTY LINE
SOUTH 61-38-41 EAST 342.13 FEET TO A STAKE; THENCE SOUTH 8-21-19 WEST 15.0 FEET TO A POINT; THENCE
NORTH 81-38-41 WEST 354.56 FEET TO A POINT IN THE CENTER LINE OF GARRISON ROAD; THENCE WITH THE
CENTER LINE OF SAID ROAD NORTH 48-00-00 EAST 19.48 FEET TO THE POINT OR PLACE OF BEGINNING.
yw
Page 17 of 103

Exhibit B
Grantee Property Legal Description
C 5-0, e- O+tM he0)
Page 18 of 103

Legal DescAption
Being that certain parcel of land lying and being in the Beriyhill Township, Mecklenburg County, North
Carolina, and being more particularly described as follows:
COMMENCING at an existing NOS Monument "Horton" having NC NAD 83 (2011) coordinates of
N: 530,272.851, E: 1,411,689.07'; thence S 4015T48" W a ground distance of 2,609.80 feet to a 1"
existing iron pipe, the POINT OF BEGINNING; said point being the southerly most corner of the
Robert L. Brown, Jr. property as described in Deed Book 3790, Page 025 of the Mecklenburg County
Public Registry; thence with the Robert L. Brown, Jr. property N 77*18113" E a distance of 830.09 feet to
a stone; said point being the southerly most corner of the Robert L. Brown, Jr. property as described in
Deed Book 3790, Page 026 of said registry; thence continuing with the Brown property, N 76*11,13" E
passing a ' V new iron rod at a distance of 31820 feet for a total distance of 368.20 feet to a point in the
center of a branch; thence with the centerline of said branch fifty-eight (58) courses and distances as
follows:
1) S 02'41'21" W a distance of 17.98 feet to a point;
2) S 10*5716" W a distance of 15.35 feet to a point;
3) S 40*49'20" E a distance of 21.09 feet to a point;
4) S 57009145" W a distance of 45.62 foal to a point;
5) S 15*58136" E a distance of 24.31 feet to a point;
6) S 43°06'41" E a distance of 47.62 feet to a point;
7) Si-5°06'51 " E a distance of 42.68 feet to a point;
8) S 27" 17119" E a distance of 53.19 feet to a point;
9) S 74°36'53" E a distance of 21.46 fed to a point;
10) S 36°09'22" E a distance of 31.82 feet to a point;
11) S 29°4625" W a distance of 38.53 feet to a point,
12) S 38°40'00" E a distance of 21.23 feet to a point;
13) S 70050' 11 " E a distance of 31.98 feet to a point;
14) S 09°53'35" W a distance of I7.91 feet to a point;
15) N 87°3739" W a distance of 19.63 feet to a point;
16) S 73'38'39" W a distance of 15.37 feet to a point;
17) S 01 040'48" E a distance of 26.43 feet to a point;
18) S 16*15'15" E a distance of 43.22 fed to a point;
19) S 76*19'15" E a distance of 21.74 feet to a point,
20) S 07-03'30" E a distance of 31.62 feet to a point;
21) S 43024'12" W a distance of 30.60 fed to a point;
22) S 23051142" E a distance of 25.80 feet to a point;
23) S 03°28'57" W a distance of 43.49 feet to a point,
24) S 10°17'32" E a distance of 41.41 feet to a point;
25) S 31 °28'56" E a distance of 32.55 feet to a point;
26) S 26*32' 16" E a distance of 33.13 feet to a point;
27) S 63 °2T02" E a distance of 38.08 feet to a point;
29) S 310090370 E a distance of 31.50 fed to a point;
29) S 12°45'45" E a distance of 67.41 feet to a point;
30) S 36°4838" E a distance of 26.73 feet to a point;
31) S 12"2342" E a distance of 40.57 feet to a point;
32) S 32°08'23" E a distance of 54.08 feet to a point;
33) S 06*24'19" W a distance of34.58 feet to a point;
34) S 25002'59" W a distance of 105.13 feet to a point;
35) S 64029146" W a distance of 41.06 fed to a point;
36) S 00*11'56" W a distance of 22.70 feet to a point;
Page 19 of 103

37) S 34*59'10" W a distance of 14.11 feet to a point;
39) N 85*31'20" W a distance of 39.25 feet to a point;
39) S 60°08'55" W a distanco of 17.47 feet to a point;
40) S 18*3518" E a distance of 37.59 feet to a point;
41) S 57°24'28" W a distance of 48.39 feet to a point;
42) S 43"5l'41" W a distance of 25.66 fact to a point;
43) S 2rS5' 19" W a distance of 33.28 feet to a point;
44) S 77°57'40" W a distance of 32.41 feet to a point;
45) S 52-35-35" W a distance of 34.56 feet to a point,
46) S 11 ° 1716" W a distance of 25.82 feet to a point;
47) S 06013'41" E a distance of 45.45 feet to a point;
48) S 27°5429" W a distance of 34.23 feet to a point;
49) S 52°09'09" E a distance of 29.70 feet to a point,
50) S 11 n 136" E a distance of 19.73 feet to a point;
51) S 48°23'07" W a distance of 37.55 feat to a point;
52) S 01°5031" W a distance of 68.88 feetto a point;
53) S 05*49058" E a distance of33.38 feet to a point;
54) S 3513715" E a distance of 33.04 feet to a point;
55) S 15128'25" E a distance of 49.87 feet to a point;
56) S 07124142" E a distance of 43.17 feet to a point;
57) S 02°07'54" E a distance of 164.19 feet to a point,
58) S 54*56111" W a distance of 185.85 feet to a point situated on the
northeasterly line of Tract 4 "Boundary Survey of 195.200 Acres for Mecklenburg County, A Political
Subdivision of the State of North Carolina" as shown in Map Book 38, Page 521 of said registry; thence
with Tract 4, two (2) courses and distances as follows: 1) N 56*41113" W a distance of 746.73 feet to an
existing nail; 2) N 59°43'26" W a distance of 163.58 Beet to a I"existing iron pipe; said point being the
easterly most comer ofthe Mecklenburg County property as described in Dead Book 23229, Page 795 of
said registry; thence with the Mecklenburg County property, N 60°03'36" W a distance of 605.61 feet to a
%"existing iron rod; said point being a southeasterly corner of Tract 2, "Boundary/Subdivision Survey of
P1D 141-191-18" as shown in Map Book 53, Page 849 of said registry; thence with Tract 2 and Tract 1 of
aforesaid Map, N 17*59*28" E passing a Wexisting iron rod at a distance of47.92 feet for a total distance
of 781.11 feet back to the Point and Place of BEGINNING. Containing 1,856,312 square feed. or 42.6151
acres according to a survey by R. B. Pharr & Associates, P. A. dated November 16, 2017.
(Job No. 87527)
Page 20 of 103

Exhibit C
Sewer Easement Area Description
CS ee m44ue,%td>
Page 21 of 103

Proposed Shaw Property Sanitary Sewer Easement Description
Being that certain parcel of land lying and being in the Berryhill Township, Mecklenburg County, North
Carolina, and being more particularly described as follows:
Said description below is based on approximation of designed easement relative to recorded property
descriptions. A boundary survey was not performed in preparation of this description and no existing
sanitary sewer line exists within said proposed 20' easement. The exact location of easement will be
determined at the completion of the newly constructed sanitary sewer line. Ten feet each side of the
centerline.
BEGINNING at a calculated point situated on the westerly line of Tract 4, `Boundary survey of 195.200
acres for Mecklenburg County, a political subdivision of the state of North Carolina" as shown in Map
Book 38, Page 521 of the Mecklenburg County Public Registry; thence with Tract 4, S 03°48'09" W a
distance of 26.45 feet to a calculated point; thence leaving Tract 4, fivc (5) courses and distances as
follows: 1) S 52°55'36" W a distance of 336.69 feet to a calculated point; 2) S 79101119" W a distance of
479.91 feet to a calculated point; 3) S 52°16'29" W a distance of 324.20 feet to a calculated point; 4) S
27°40'25" W a distance of 320.55 feet to a calculated point; 5) S 53°24'55" W a distance of 253.97 feet to
a calculated point situated on a line of aforesaid Tract 4 along Beaverdam Creek Tributary 2; thence with
Tract 4, three (3) courses and distances as follows: 1) S 80°43'29" W a distance of 11.92 feet to a
calculated point; 2) S 51°1948" W a distance of 28.57 feet to a calculated point; 3) S 09°21'O1" E a
distance of 4.98 feet to a calculated point; thence leaving Tract 4, two (2) courses and distances as follow:
1) S 53°24'55" W a distance of 101.09 feet to a calculated point; 2) S 06°44'52" E a distance of 115.78
feet to a calculated point situated on a line of aforesaid Tract 4 along Beaverdam Creek Tributary 2;
thence with Tract 4, two (2) courses and distances as follows: 1) S 37°49'08" W a distance of 3.66 feet to
a calculated point; 2) S 31°03'23" W a distance of 28.44 feet to a calculated point; thence leaving Tract 4,
six (6) courses and distances as follows: 1) N 06°44'52" W a distance of 152.44 feet to a calculated point;
2) N 53°24'55" E a distance of 403.51 feet to a calculated point; 3) N 27°40'25" E a distance of 320.34
feet to a calculated point; 4) N 52016129" E a distance of 333.31 feet to a calculated point; 5) N 79°01' 19"
E a distance of 480.03 feet to a calculated point; 6) N 52°55'36" E a distance of 349.36 feet back to the
Point and Place of BEGINNING. Containing 39,944 square feet or 0.9170 acres.
Page 22 of 103

own
jrF�ggc
o Nii� r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
© Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3/12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes © No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
© 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes © No
For the record only for Corps Permit:
❑ Yes © No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
© Yes ❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes © No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes © No
2.
Project Information
2a.
Name of project:
Charlotte Water Garrison and Horton Roads Sewer
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
Not a subdivision
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Mecklenburg County and William Shaw
3b.
Deed Book and Page No.
23229-795, 14350-408, 24799-269, and 12389-394 (last one is Shaw)
3c.
Responsible Party (for LLC if
applicable):
Not an LLC
3d.
Street address:
5841 Brookshire Blvd and 10813 Garrison Road
3e.
City, state, zip:
Charlotte, NC 28216 and Charlotte, NC 28208
3f.
Telephone no.:
980-722-2404
3g. Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009
Page 23 of 103

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent © Other, specify:
4b. Name:
Mr. Dan Lacz
4c. Business name
(if applicable):
The Silverman Group
4d. Street address:
195 Morristown Road
4e. City, state, zip:
Basking Ridge, NJ 07920
4f. Telephone no.:
973-765-0100 x 4063
4g. Fax no.:
973-765-0101
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jennifer Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
338 S. Sharon Amity Road # 411
5d. City, state, zip:
Charlotte, NC 28721
5e. Telephone no.:
[phone], [phone]
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 10
Page 24 of 103

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
14118101, 14117112, 14129103, 14129106
1b. Site coordinates (in decimal degrees):
ILatitude: 35.17790 Longitude:-80.97809
1c. Property size:
2.18 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT Beaver Dam Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Upper Catawba, 03050101
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing conditions of the review area is mostly forested and undeveloped. The review area is partially located within the Beaverdam Creek
conservation easement. The project will require temporary impacts at three stream crossings and one wetland crossing. The wetland is forested.
3b. List the total estimated acreage of all existing wetlands on the property: 0.015
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 165
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a sewer line that will service the planned commercial businesses of Horton and Garrison Roads.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project will require mechanized clearing sewer installation. All impacts, except wetland conversion, will be temporary in nature.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro'ect(including all priorphases) in thepast?
❑ Yes © No ❑ Unknown
Comments: JD request submitted with permit app
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
PreliminaryFinal
© ❑
4c. If yes, who delineated the jurisdictional areas?
Name (If known): Austin BaggarleyJennifer RobertsonJacob Sinclair
Agency/Consultant Company: Atlas Environmental
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
a jd was issued for the original sewer line alignment and is attached for your reference
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ©No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes © No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009
Page 25 of 103

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
© Wetlands © Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Excavation
Bottomland Hardwood Forest
Yes
Corps
0.015
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
0.015
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Excavation
CH 100
INT
Corps
2
37
S2 T
Excavation
CH 200
PER
Corps
3
66
S3 T
Culvert
CH 300
PER
Corps
3
32
S4 T
Excavation
CH 300
PER
Corps
3
9
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
144
3i. Comments:
All stream impacts are temporary excavation for sewer line installation. S3 is an existing culvert replacement.
Page 4 of 10
PCN Form — Version 1.4 January 2009
Page 26 of 103

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Tem ora T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B 1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10
Page 27 of 103

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
No measures have been taken to avoid or minimize impacts. Poor design of the adjacent road within the easement has created the wetland. The
wetland is not natural and is a result of a lack of drainage associated with the ditch.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
No measures have been taken to avoid or minimize impacts. Poor construction techniques within the adjacent easement have created the wetland
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes © No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ ro Payment to in -lieu fee ram
y program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Pro ram
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
40 linear feet
4c. If using stream mitigation, stream temperature:
warm
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
0.015 acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009
Page 28 of 103

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10
Page 29 of 103

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes © No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
❑ Yes © No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Land disturbance will be under 1 acre
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local overnment's 4urisdiction is thisproject?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
[]Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009
Page 30 of 103

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
© No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
© No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
© No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
© No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
sanitary sewer line
Page 9 of 10
PCN Form — Version 1.4 January 2009
Page 31 of 103

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes © No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes © No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPAC and NC Natural Heritage Program
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes © No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ©No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO Buffer Tool web -based mapping tool, see SHPO comment letter
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes © No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Google Maps FEMA NFHL .kml Layer
Jennifer L Robertson
�/
08-28-2020
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10
Page 32 of 103

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 8/28/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: The Silverman Group, Dan, Lacz, 195 Morristown
Road, Basking Ridge, NJ, 07920
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Charlotte Water Garrison and
Horton Roads Sewer, Click here to enter text.
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project location is between Garrison
Road and Dixie River Road. The proposed sewer line will connect to an existing manhole near Berewick Elementary
School. The sewer line wills serve current and future development along Garrison and Horton Roads.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.17790 Longitude:-80.97809
Universal Transverse Mercator:
Name of nearest waterbody: UT to Beaverdam Creek: Class C
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): multiple dates in 2018 and 2019; most recently 5/22/2020
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non -
wetland waters)
Geographic authority to
which the aquatic resource
may be" subject (i.e.,
Section 404 or Section
10/404)
CH 100
35.18298
-80.97555
37 Linear Ft
Non Wetland
Section 404
CH 200
35.18200
-80.97656
66 Linear Ft
Non Wetland
Section 404
CH 300
35.17950
-80.97602
41 Linear Ft
Non Wetland
Section 404
CH 400
35.17782
-80.97753
21 Linear Ft
Non Wetland
Section 404
WL 1000
35.18290
-80.97566
0.015 Ac
Wetland
Section 404
Page 33 of 103

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:
Page 34 of 103

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: LiDAR, Parcel, Topographic, Aerial
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data. GIS Dataset
® USGS 8 and 12 digit HUC maps. GIS Dataset
® U.S. Geological Survey map(s). Cite scale & quad name: GIS Dataset
® Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey Website_
® National wetlands inventory map(s). Cite name: GIS Dataset
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: Google Maps FEMA NFHL KML _
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): 2018
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
Click here to enter a date.
August 28, 2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable) t
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.
Page 35 of 103

�. ae �e,e NWwt OeMSW CNe
LN tOD NORM WiMIIN Re gNEHINE lLye1 37 FOOT PJDIOM1 35.15S9X �M0.91555
CH B0O NOk1H GROLIIN R3 NNER NE LM1xrr 55 FOOT PJ— 35.1eBO100O -00.B]B55p00
CH 300 NORM CMOLINA R3 gIVERINE 1FOOT Pi— 351)850000 dO.9]80301p
LN /00 NOR]NGMM R3 RIVERNJE Llmer BI FOOT PJOeDI 35.1))8�00 d0.O]]5bW
WL 1000 NORM LMOLNU PFO OEPIIEBR Nee O.015RORE p'.. 35.iBtB0000 2O9]558J00
Page 36 of 103

LEGEND
SYMBOLS
Avxrt, (wns0
/��
pwm�t a awK Oa0 —��
IxAeRe
—
]�
Av so au
R Ivwul
��
-------------
..
aw EAsmIT
o
,Rls E swn w
fPS,. SrxL St>q Yuuq[ SHXME
•=�—
,�
rpTE BNn ,mEl
—�—
ID (NpsEJ
uumL roB. Rwp a Ev¢
eEewe
O
��
per—+Br—,gc..
���
aRs va[M saE
rm.., d
rw lmEs¢
0
rA urn PNao Lvn. tool—
rinsa� (s,u,u
�—
vNv. 5u. artn YNM[ sRRIFRR
A>xPxx,RGT rn
aoEp, ,pI¢ w Fp m zn aq
spwuK
T. —
, aw BAa reEl
w.wYu,w MaL ,.rp NO IRN FM,—-==a=.ow===r
oP«Mr ptmRw so_-
, �
,m p eua InAI
pLLROIaLro <aL
DECIRc
� o
wu Rw
0
MUNICIPALITY: CHARLOTTE
NCDOT ENCROACHME IABER
CHARLOTTE
WJ)TER
CHARLOTTE, NORTH CAROLINA
SANITARY SEWER SYSTEM IMPROVEMENTS
CLT INTERMODAL DISTRIBUTION CENTER
DESIGN COMPANY:
PUNS PREPARED BY: ORSBORN ENGINEERING GROUP, P.A. NAME: JEFF ORSBORN, PE.
ADDRESS: 605 LUINGTON AVE., SUITE 301, CHARLOTTE, NC, 28203 E-MAIL: jorsborn@orsbornenlF4oN
PHONE:[phone] FAX: [phone]
DATE DESIGN COMPLETED: AUGUST24,2020
SURVEY COMPANY:
SURVEYED BY: R.B. PHARR& ASSOCIATES, P.A. NAME: JUSTIN F. CLONINGER
ADDRESS: 420 HAWTHORN LANE, CHARLOTTE, NC, 282M E-MAIL ].Mint@bph4 .tom
PHONE: [phone]
rW 4.
DATE SURVEY COMPLETED: NOV. 16, 2017
DEVELOPER:
SL HDRTON ROAD, LLC NAME: DAN LACZ
< r
ADDRESS: 195 MORRISTOWN RD, BASKING RIDGE, NJ, 07920
PHONE; (973)765-000 E-MAIL: d,Ml @siNRrmangroup.
CONTRACTOR:-
F
PLAN REVIEWER: RICK BUNTON
INSPECTOR:-
INSIDE CHARLOTTE: (X) YES I I NO
TOM NO: 187,245
CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CHARLOTTE
WATER STANDARD SPECIFICATIONS.
GRAPHIC\I R
INDEX OF SHEETS
S NV.I
SHEET NO.2
CUVLH SHLLI
PERMIT SHEET
SHEET NO.3
SANITARY SEWER PLAN&PROFILE SHEETEXSSMH-SSMHD6
SHEETNO.4
SANITARYSEWER PLAN &PROFILE SHEET SSMH06-SSMH10
SHEET NO.5
SANITARY SEWER PLAN &PROFILE SHEET 55MH100.5SMH14
SHEETNO.6
SANITARY SEWER PLAN &PROFILE SHEET SSMH14-SSMH19
SHEET NO.7
SANITARY SEWER PLAN& PROFILE SHEET SSMH I9-5SMH22
SHEET NO.9-13 TRUNK LINE - CROSS SECTIONS
sJ 4AmLov ra.wnw aowcxwrs rs ro, vuT or ms a<w. eumo
O cwvwwA— -- W- La:ulps awa A a-vsnTru
a) mrs w rm _ w_UY xATw srAroums uo
q u�i wxxn,c,ws wwc w arr utw rRo[crs u¢ aaueo ro ax A tour a n[ Nap
N ion s,N,A4, xxw Nrw a wsTuxm wuw ,r w Ntr pac
1�wa.u'A0: °w�Noa�ritrms:.rr,lw .,xcu c.s wwa mE cwr..ctw wu .aw
.. u ,r IroA) Ma-sxs
Ru Lawnws Aa wNrowArz ANP Aa —IT ,o axouaw a.E
,4) sueUr >K worwn Ua' pace ,ncnm F.to runs ro a,(a�acT
U) wuw � r w, uAws
u) pX vPt ao rw x'xm DTI aawlm rw Bom w,rzn a sAN,Mr a
uc Iror ury atu,N¢3
56MA,Nx w anu,rt p,acs}rAt�ER IK vMAu¢ ,o AMR Lk (w te' vw,Ku
I
�<) :woa. rzs,wo. «N, a�Al..c w n.a >o <N4xo.» o.rs .ww ro aalml4wp .K r.E
„) p4N ,raw apt..E <wa,wr<,w wNw ro r,rz, NAw wsNumw
'°) ;BAN, .pNLAw Np� °°`°° EREKRnaN rw aKr 7 ANNw,L NR,A..c
„) x _ ,.ors :».LL wpPa u aLE.rz .TFA
xm .I— w,»wEaw.. x �.o ff a.,,� a a..ALm. p.pawP w M oo.proN ,.
x.J wcatwnm s s,A ursl, r ` a unrnExs uvEss omww4 wrzo.
xs) m
11) ra HnYArz E=T AoaXuwT IArs, a REompn Na mE nn .cNa,xpa
xo. DRH BY Rr4wm
r`7
ORSBORN ENGINEERINGGROUP
x vl7wT c� spa 3 )>Roa-ins-1e33
APPROVALSEALS
I3. IAS LTSI
4,k
�fgrs g
SUMMARY OF WATER MAINS&FIRE HYDRANTS
SUMMARY OF SEWER MAINS&MANHOLES
SIZE I LENGTH
SIZE
LENGTH
SIZE
LENGTH
SIZE
LENGTH
12"
3,264
B"
1,567
TOTAL NO. OF FIRE HYDRANTS:
TOTAL NO.
OF MANHOLES:
22
TOTAL NO. LOTS SERVED:
TOTAL NO.
LOTS SERVE D.
PROJECTNAME:-INTERMODALNSwIR1T ONTER
PROJECT NAME: CUINTERNOoupSTNIBLnq WER
100 NO: N/A
JOBNO: 100-19-521
DATEOFACTIVATION:
DATE OF ACTIVATION:
DATE AS BUILT: BY: I
DATE AS BUILT: BY:

IIII-E: ONEW-1- 011-11
O-PlN9M.(N=24gM 0 eoow uu.i.m,Em
[3-1--)
-%-
=,EE-KEjr-ED o1�DEI III III-M D-
­-SA-
'ESTI-II-E
=U
L0KDBlOTIEAPR0f­
AID =_'r
zt� esiz,
N, " 49

■ .■■ ■■■■■ ■■■■■■■■I
.■■..C■�■=■.■■
:■ ■■■■■■■ ■ ■■■I
.. ..■S■Ci=::=••:1
stwo aa+oo 23.00 xswo 25.00 26— xs.Bo
ARC � R
ii33 R
I
i
i
a 4 _
1 BO
�.
V
SIN
Q
w
a
— � N
__ — 4y �aexaee.e Ee.a.b BBaaiear .......... _TI�.�. ::.. �.. / .' �. : ' q / � \ \ �. , \ , Ixs w.R `a• __E �F
.o
t
________ _____________ OR:BOR E
-----5 c .'/ — .. / APPROVALS (SEALS) rE o.�.s uris io. i v .vim x.c.r.E.
r�
- g _ __ CHARLOTTE WATER
and ��n—s-- W6M C'HARL.O'PT . \bH7'H CAROLINA
E 11
•nwrlt � sm x.o2" k SANITARY SE ER
�
________ CLT INTERMODALDISTRIBUTION CEN
TER
�xlA-) EiAxuuY cMilHllSCALE —w
\ r TRUNK UNE (SSMH06—SSMH10)
` �� i .,,, _ .n ri Br I.Atlm BiwM Br BxiBiw IY hmn IY hex—W Mpx� B)

R)�00 1a.00 2WW ] w 31M0 ]N00 SJa00 xa0o 3 w
51 610
R� A
El
I L I LJ
e..
- - - - - - - - - - - 44TTF
_�I0. 1Ee F. GE u w F 2.
60p\� K NIo pVMLSr`K �&J .11 1.1.
2
y
i
r R
I 636363 usuw \y � _
� a
V ML.
t Q I
w I
z � �-
x-
a a
570
1 .`ll
VA
rc
77,
ORSB-
-RO—S (SE S) elluurn ' q'w.,
WOER CH,
� �.iF�,P --�_. l:l: \.'I III '..1'. �16seU11151 v.11new�rsl �� � •�
S£ ��I Wt •'1P. 9•
n /CO
a..re e1 o.qw e.

� � wos nnz
GRAPTIIC FCN.r �•�•c l
Ows— EHc.—RiNO GRou,
APP0.0VALS (SEALS) ox..�oTri CHARLOTTE WATER
W6TER c HAw.,o•rm, NOH'M CAROLINA
'�•s 12" h B" SANITARY SEWER
Tu SE
RJF
sux o s<a CLT INTERMODAL DISTRIBUTION CENTER
acx.Ls.IAsa nn) r.L. ueunm N101'F
TRUNK LINE (SSMH14—SSMH19)

4. M M.w 47+W I w
... aN e��,7
f
A PRS(S-S) TAR CHARLOTTE WATER
W`TER (.HAHI.O'I'TF:, \OR'I'H CAROLINA
12" & 8" SANITARY SEWER
TO SERVE
CLT INTERMODAL DISTRIBUTION CENTER
cRi..c.(—Ln) ..v.[.("uLn) W
TRUNK LINE (SSMH12—SSMH22)

PUBSAN 6+50
PUBSAN 4+50
SDS
550
575
570
.1
' ■■■■■■lir�iii■■I .
■■■■■_■l■■■ .,
■■■■■■p■�!■■■
PUBSAN 5+00
■f�■■■■■■■iu■
.,
I"Emmommmmou"m
■■■■■■■■AIM■■
■■■■■■■iNid■■
-50 -n -n -15 -10 -5 o 5 10 15 n n 50
'AS
550
575
570
%5
PUBSAN 1+00
S50
SN
PUBSAN 7+50
PI 'RUN 5+50
■amommmmmo m
■I�■■■■■o■■�i■ .,
■■■■■■■■■■■■:
!■■■■■mi■r �i a :.
■■■■■iili■■■■■
. M1�■■■`J■■■■■ .
-50 -25 -IO -15 -10 -5 0 5 10 15 n n 00
500
355
555
500
575
570
%5
w
SBO
575
S55
PUBSAN 3+50
PUBSAN 1+50
PI IN55N A+
■O■■■■■■■■AN .,
-11 -10 -5 0 5 10 IS M 25 00
■■■■■■i■■■■■,
■■■■■■A■■■■iC
■■■■■■�iil�i■■ ,

M sz oz sl of s o s- Ol- sl- dt- sz- M-
': ■■�,�iiiiii■■i■i■ii■i ,
iris■■■■■■■■■ ,.. 1. ■■l���II■■�■■■�I■ .
OU-UL NVS9nd
OC SL OZ sl 01 s o s- oL- sl- a- st- os-
': ■i�iiii■■i■■aa .
ao+Zl NVSUnd
Q sz a sL of s o s- ol- st- w- sz- os-
GiGi�:
rid■■■■■■
W+VL NWtllld
os sz oz SI 01 s o s- ol- sl- Oz- sz- Os-
R SL of sl of s o s- oh sl- or- Sr- os-
': �■,i�►i■■fir■i■■■i ..
ar sz oz sl of s o s- ol- sl- oz- sz- ac-
■■I!■■■■■■■
.
■■■■■ii■■■■■
.
i�■■a■■■a■.
iil
MMME■■■■■■■RHMMMOMMEM
-L L N-1 Id
O[ sL OL sl of s o S- ol- sl- ox- V- os-
': ■aa�■a�■ammaa .
1. ■l�■III■��■■�I■■ :.
US+EL N"Urld
os Sz M sl of s o s-OC-
■M■■■■■■■■■!
CC■■■■■■■■■■..
. sx . sl of s o s- ol- sl- a- sz- os-
■■ENE_'■■■■■■ .
■■■■■■■■■■■■
ENEEii■■■■iiii ..
■i■■■■■■■■■■,.
■■■OM■■■■■■■
■■■■■■■■■■■■
a■M■aa■a■maa
MRi/■■■■■■■■■
OU+Ei Nvsgnd
os sx a sl of s o s- ol- sl- ox- sx- os-
UU+S L NVSZI1Id
;�I=�li��)�3�1�i1:13i;f;a
': aa�■a■■■a■a■ ..
WRAmm■■■■■■■ .
■MIMMMMMMM■■
■&MEMEM■E■■ ...
US+oL NVSI lId
■■■■■■■■■■■■
.
■■Ed
t■■■■■■
,..

-00 -25 -20 -15 -10 -5 0 5 10 15 20 25 00
PUBSAN 18+50
w■■■■■■■■u■■..
■!■■■■■■■m=c
■■■■■■■■iiWiwMM
■■■■■■!■■■■■
■■■■■■c■c■■■
.,
:.
PI IBCAN 1 A+Sn
■■i�■■■■■i1iJi■ .,
i■■i■i�■iii■■i :.
...■■■■■ice■�!■■
_50 _25 -20 -15 -10 -5 0 5 10 15 2P 25 5P
F.M
\wises►w"'T .■■■i "m ■l! ■■:.
■■■■■■■■M■...
■■■■momommmmmazz
■■■iii\'! .,
■■■■■■M■E�■■
■■■■■■i■■■■■:.
.. ■■i■i■�■■fir= .
■■■■■■■■■■■i.,
■■■■■■■■■■■■:
■■■■■!!■■■■■ :.
iii■i■■i■■■i
-b -25 -M -15 -10 -5 0 5 10 15 20 25 00
PUBSAN 23+50
E■i■p■I■■ :.
am
aoo
%5
5aD
575
PUBSAN 19+50
PUBSAN 17+50
. ■iiiii■�i■■i■ :.
' PANNE
lom
FOE
■■■■■m■u■...
■■■LmD!■■ :.
PUBSAN 22+00
a10
sas
am
. ■■■■■■1ir�iiiil■■
PIIBUN 1B+M
-b -25 -20 -IS -10 -5 0 5 10 15 20 25 00

PUBSAN 30t50
610
600
w
m
.M■■■■■■■M■A■..•
■■NICERNMOMM" .
■■■■■■■im■ad .,
■■■■■!E■■■■■
Fommomma-mimmi
■■�■osaamma■■1111■■■■■I��I■■
■a■■a■tea■■■■.,
PUBSAN 29+00
Siam!■!■r"" MAN...
■■■■■■r■i■■a.
■■■■■■■■■■■■-
■■■■■!!■■■■■
■■■■■■lir�iiT�iii■■ :.
FIENOMMM61,2Z
■■■�2■■i■:,'
■i■!■P�REMM N.1
■■■■■■■■ia■ .
■■■■■■■■■■■.,
■■■■■■■■■■
ii■■ :.
PIIBSAN gl.gn
-50 -25 -20 -15 -10 -5 0 5 10 15 20 25 50
PUBSAN 29.50
.10
fi05
Gm
PUBSAN 25t50
PUBSAN 32+00
PUBSAN 30+00
610
605
500
N5
m
550
. , ■■■■■■1i■cif■■ .
-50 -25 -20 -15 -10 -5 0 5 10 15 20 25 b

MEEREMMMENNE
M■■■■■■■■■M■,
■OMEMMMrERE■. .
■■■■■■■MUMMA.1
PUBSAN 36+50
a20
.15
Bt0
aa5
a55
Sao
■■■■■RZ■!l�.1
■■■�.��:aa!
■■■■■■�■■■■
lommommimimilkiomm
.
-so -25 -20 -15 -10 -5 o 5 10 15 20 . .w
PUBSAN 39+00
au
am
am
610
5a5
rERNMERMI2';Itll�fI■■ ,■■■■■i�i■■.1■■■■■1�■■■.t.MERAMEM■■.■■Me�■■■■■■■■!■■■
PUBSAN 33+00
M■■■MMEMP■■.1
-M -25 -20 -15 -10 -5 o 5 10 15 20 25 30
■■■■■■1 �i'i ri'ii■■■ .
■■■■I■III■■. .
MEMM■■■■RWE■
■■■■■■■■■■■■.1
■■■■■■OMM■■■.
PUBSAN 3S+50
-so -25 -20 -15 -10 -5 o s 10 15 20 25 s0
PUBSAN 38+00
mom �,22�'Mm,
w■■■■■■■■u■■.1
■■■■■WHERMEM
■■■■■■►!!mmmo■
■I-■■■_'2■1��1■■ . .
■■■■■■■■■U■■..
-M -25 -20 -15 -10 -5 o 5 10 15 20 25 30
■■■■■■1 �i'i ri'ii■■■ .
■■■■I■III■■. .
MEMM■■■■RWE■
■■■■■■■■■■■■.1
■■■■■■OMM■■■.
PUBSAN 3S+50
-so -25 -20 -15 -10 -5 o s 10 15 20 25 s0
PUBSAN 38+00
mom �,22�'Mm,
w■■■■■■■■u■■.1
■■■■■WHERMEM
■■■■■■►!!mmmo■
■I-■■■_'2■1��1■■ . .
■■■■■■■■■U■■..

PURSAN ".S0
- ■■Fit■■��,■IA■■■:
"
-50 -25 -20 -15 -10 -5 0 5 10 15 20 25 .
■i�■■�No�■■■■.
■■■■■■■■■■■■..
MiSMEMESE■r�am
■M■■M■■EMMEM..
■■■■■■1omic■■■..
■■RING IA■■■. .
■■ME■EM■MMOM..
■■■■■■■■■■■■.
MMMMME■EMSQQ .
■OMEN■■■■■■■
■E■■■■SSM.■■■...
MEREM■MMEMM■.
■■■■■■■M■SEM.
■■■■■■Yiii�iii-iii■■■ .
■■■■■ON■■■■■..
.
■■■■■■lrirf�niii■■■..
PUBSAN 43+00
P1INSAN 41 ♦M
■■MO MEN■■■■.
■■■■■■■■■■"m..
aaaacaaOaa■a.,.
■■N■E■E■M■■■...
■EN■■■aaa■■■..
PUBSAN 47+50
-50 -25 -20 -15 -10 -5 0 5 10 15 " 25 50
■■■■■■■■■■■■..
■■■■■■■■■■■■...
PI IPCAN 61 a5(1
■■mm9mmmi�■■■..
■■MOMEMENE■■.
■■M■■■■■■■me..
EMEMENREMEEM
OEM■■NI...
MINF■■■...
■■MEM■■■E■■■.
-20 -25 -20 -15 -10 -5 0 5 10 15 20 25 50
F
■i�■E �:■■a�aaaaa.
ii�■m■r' y'" mmm ■■■■�,memm■..■■■■■■■■■■.
F.MMMOMMIMM
IRS. .■EMMOMa■i■.■■■■memo■. .■■■..
■i�aaaaaaaaa■. .
■■■■■aaaa�aaa.,'

LEGEND
SYMBOLS
,wxxLlQ�aa�
—
—
wa(
RAlwc
OAd ew Sq eN
oavaw PxlarM)
��
t7
.x
maawwR,r _____________
gx
el `aEI�E�wIT
O
�leB ..n YNw
ms (sNnxN Feu
bsr. 5N[ SLaR BllexlE 11NKME
�—s
Y�
RM Nm rlrtl
�_
vuwt lrq[fl
aaeW maeE
0
��
NwsL IdW. e[Axo w Lra
�-,e. ...
wN,[�
0 —
u uw Ixxe9P mr wa)
�
14sNR0 (s,Nrwr s[v
- u Nrwwz FBecM[
41F®
RawnR
�n
lat IBHq nA Fn
s1C[Ru
T
, e010.N1 rw[I
4
w
dPsc sm Fro
!_l
m a euw Im)
.
7-1
uBPMNIw mDwE—+H—.,�
CLT
CHARLOTTE
W6TER
CHARLOTTE, NORTH CAROLINA
SANITARY SEWER SYSTEM IMPROVEMENTS
INTERMODAL DISTRIBUTION CENTER
o ..., .
B..SSV e' SS
NIT K B9'W
]>1 t- 84 S9J
w N1J' J1 3'W
)QSeLT 1;
M20' J4'
\ 217.i2V 12-
' S54' 24' 2
217.72V 12- SS
Se4' 24' 231
PMRow
F41BR l[RR
1
Pon« ]el -Oa 4. 1` 12'.
nme ux]w]cxrsxazxmo[uxurzoxlae.ti[.urcmxlmuomrouex rwanrwmn[. \
5-51'18-E
MUNICIPALITY: CHARLOTTE
NCDOT ENCROACHMENT NUMBER
\ 450.17- 1-24
HIS 3! )2'E
DESIGN COMPANY:
x)J' ST n
PIANS PREPARED BY:ORSBORN ENGINEERING GROUP, P.A. NAME: 1EFF ORSBORN, PE.
iRNe
ADDRESS: 605 LEXINGTON AVE., SURE 301, CHARLOTTE, NC, 28203 E-MAIL: jorsbornpOrshorn�lg.com
P1�1Y5E .�w
NJI p
6' 46'
PHONE: [phone] FAX: [phone]
DATE DESIGNCOMPLFTED: AUGUS724,2020-
� r
\
II wp
SURVEYCOMPANY: s
1
145.37V 12SS ][ Ix 4q )2V 12'
H)4- 38' ,2-E � 5)
SURVEYED BY: R.B. PHARR&ASSOCIATES, P.A. NAME: lUSTIN F. CLONINGER
ADDRESS: 420 HAWTHORN LANE, CHARLOTTE, NC, 28204 —All: [e-mail]
211.491 12 S$\ wlp
PHONE:()OB) 376-2196 xO, xl z41-m
N"P
DATE SURVEYCOMPLETED: NOV. 16,2017
t95.14V tT
DEVELOPER:
c.
.14 5[x =9'
,oe F 1m-4a-see" w o E 4i«SE
aItY�M-�[
12.BOV B' S5 �
57 46' 37'E A
?V 51' 45 SS
tB' S)' .SS 1el I, I
SZLT e' Ss
. �• .E
w�e
x2D' J.' ae•w
��� �I;I WRIWY
1 1208. 1 12' VS
ON31- IV 44-C \ll
1«n
40.nLF Iz'
IN41' SB' 20'E \
SL HORTON ROAD, LLC NAME: DAN LAU
ADDRESS: 195 MORRISTOWN RD, BASHING RIDGE, NI, 07920
PHONE: 1973I 76"100 E-MAIL EanlaczLwsilvermangroup.nee ro II«-tnb•� Q04:> rMI /1
CONTRACTOR: -
PLAN REVIEWER: HICK BUNTON
INSPECTOR:. _ ('
INSIDE CHARLOTTE: Ix) YES( I NO /� wRaa-ns"sz I
TOPO NO: 187, 245 1
CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CHARLOTTE
CRAPHIC \IF.
SHEET N0.2
PERMITSHEET
SHEETN0.3
SANITARY SEWER PLAN&PRO FILE SHEET EXSSMH-SSMH06
SH EET NO
SANITARY SEWER PLAN & PROF ILE 5HEETSSMH06-SSMH10
SHEET N0.5
SANITARY SEWER PLAN &PROFILE 5 EETSSMHIO-55MH34
SHEET N0.6
SANITARY SEWER PLAN&PROFILE SHEETSSMH14-SSMH19
SHEET N0.7
SANITARY SEWER PLAN &PROFILE SHEET SSMHI9-SSMH22
SHEET NO. 8-13
TRUNK LINE - CROSS SECTIONS
n cwro
a[sr`�m, a'wrm e°ou[o�:+aix`rrExoma m
R'w:
u cwwxrsuP`auw.�ixrmilE"asp«"ExiorW w,warxlclw —I,sswm
m B x,RR N Wa N« « — xOT BE
x,
.1 to e.Oma rw REwEw cwnw,wrn uio/oR lHld Ea.nals xzua , r[-sueunu
p Wra ,1 .n. H.lw.aw a�umlW x,rM sruouros uo
e) ui —, rwxuFrt or« . mPr P" AK [Esxa
Iwrasse[
n nE ma4s[o H.NA ro[ ux1Mx s<x[R Nw IS HsrNEsp wIw I" . wr pacaal
%„u,.. �xWx� Tema, x.lw« us Bws. ,M coxm,cla WwR .arsw
x. w , oo,) s2s-sseB
N ="w N L4dBaIF.R[,�w,ro NN ME F�(pl ro.Ra.,w aH tP
P>11.1 T=i ro N M.N mrs[:T
1Rc (ra wTr dEMwa).
uH Pwus¢ ro szra of (a Ie• wA,Hx
_ M.N�id\wt�slaxu Iwrxls us uws r1MIwaH arcrs, uo
1]) x[mom ratan w[s Rcaa[n rcA ,cav,rw a .,rlx •w; [,mwtrs uw xot .o>ytwM
Ie) ��, ^ � Onox xlwWxllw roe pwEw / rsxxov,L 14ar«ue
wds >«u. xdsxN ,w Im4,sE .1 u[ xw xwrs .
]O uz _ .N, x,xpew Russ. ra xme,xrs
1]) KTMIf Y o1154Y S.YwW(5 R RtYxO.ID Br laxa•(a.
13) w x ,. NOn`ma«,RBw)m'"E�K'[p0w,",wsi
al d <.vwr rmrs —T_K rwa,ww raox ,o uc4Rt«Ic�w xor u mt 1K suouro
I I
x) Rc PWY.t[ usdHHT xox[[rurT wsT BE R[mwm ruOR m[ w.E uavTUld
By R..Rxm
- ....
ORSBORN ENGINEERING GROUP
61 r] )w RI=. l Toe 20� ea9 w
APPROVAL SEALS
x.<.R.u.lA�almrsl
C.O
xcP.E.
SUMMARY OF WATER MAINS & FIRE HYDRANTS
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH
SIZE
LENGTH
SIZE
LENGTH
SIZE
LENGTH
12"
3,264
8"
1567
TOTALNO. OF FIRE HYDRANTS:
TOTAL NO.
Of MANHOLES:
22
TOTAL NO. LOTS SERVED:
TOTAL NO.
LOTS SERVED.
PROTECT NAME: OT IMERMOD4L DIMBDDON CENTER
PROIECTNAML dTIM[RMOpudsTRlBVrp WER
lOB —...IA
TDB NO: 10019-S21
DATE OF ACTVATION:
DATE OF ACTIVATION:
DATE AS BUILT: BY:
DATE AS BUILT: BY:

APP-1001 FOR NON-DI—E PERMIT
GM-MERMEItTENNON
N MNCHARLOTIEWATER
PRaFR-1 aFFEBASIN
[LTwater M.Ew COEumODSgH []MlOMnOx I]MDan(A1bN aPfRMn xo.
VOLDMf a WASnWNIEPGENEMTEDeYTHIi vRoIECT: �fiRttDN$PFR ONY
3sarD D�^t-/E S�a�m�u3��s u�s�fo�D�
w® uLN.Ea�aEOMo3.Broi ucE ❑nw�x w.i.mm.Bas1 CI M�DDwFD4R. aLaD343TTi
❑BD FR o+--, oM R.R«DD o:tD, 0RDm cRaaDBB3Gv,
DRMINDfw,T,Ew.,f �ry�� � op.DTxER
IF - rtw FFT DEKMRE LLW OF PRfTRM
n.vxF,MATMFxTNRMn ISMnuIRFD, NAs axEMEx�ssDEDi 0— ONO I@-
®YEs 0.D
PRaE®
DO EYES NF THOU ANDanNNer MINIMUM DESIGN nA.—ME MET BY-S
iELErxOxF - � - �13L
PExNin RroRDVED Bv. xeri 1.--1, 11 P.F.. a�N ExGIxEER
H
ORS- ENGINEERING GROUP
CHARLOTTE WATER
W TER ('IIARLO'I'TE. CAROLINA
-531 12" & 8" SANITARY SEWER
To sum
RwE x, CLT INTERMODAL DISTRIBUTION CENTER
PRaR[
PERMIT SHEET
xo tc aw .-W- 2 aRM a T
tiw. R..rax a..Rtw 4 DPNnN 4 Rw.x er Ne>RL-uv APPmWR er Dw.

------- ----------
:ss:N::: • : �:mum MUMMEMENIN■■ N ■ ■ _:
■ ii .i �i■ i ■ ��
.III .:s:..: � � � '��.�..� •
LIIII I ,III �I II �I r •
■a i �. i::: ns ■�
■■I
M.
�.■■�■�n
:
Oartlxi.a�,Ja Q._♦ \M,
♦� �YQEJR �`
ms�',
On— E--E Mc GROOR
/.'� -. .1� l � ...�\ ..\ /—� %---- _ ♦ ♦♦ usrwuo"Runuo-:'�. jurt as xc>E
' / �t�
, a __ __ - !'" °""""^• CHARLOTTE WATER
-
L0C'
W6TER ('HAR'f'I'FI. AOR'I'H AROLINA
`Y\\ --_
Ja•� - �' ---� m�v �"�"^^OOB nB,a 12•' 6 e" SANITARY SEWER
i J iPcy, g �� 1 1 #usnc .m x o. TO SERVE
CLT INTERNODAL DISTRIBUTION CENTER
(,R IPHIf ('\7.F Ls. psxuum o.E. uxuan� M1p1� •.a
TRUNK UNE (EXSSNN-SSNHOS) 4,u/
v.a ,
o pz+sso
i w
«e.I — 1 Br R.Won E.»wr b jlmw13

OME
■�■■■�■■■�■\�■■■OMEN■E'M.0
^�NMw■■■ ■ ■MM■iMM■MEN MEMMM■MMOMEMNMMMMOFR It,
OM■'.
nomwo
■■■E,CM UNION MMi■i■M■o Mi■ on M■EMI
mmmm+
..lmlnll 'No WHOM no!
Nit] MMMEMEM. ..■■■■UNINIONIME, z:iC:igo!INS
�l::::::I U :::=::MMM■MMll................
32.W 33aW U.. 3—
610
$� 8
yAxaAe �- R ggP
6w
3
59J
� / n
I m
Q Fa
1
1
A _ S,o
'CALE

---a
4
rr,lPnl� �cnl.r Q•� t
\
^ Oaseoau Eu0lrv[[awO Gaoua
\
—0—s(sm5) CHARLOTTE WATER
WJ)TER
CHAR1,09'PH, \OHTH CAROLINA
� 12" & 8" SANITARY SEWER
TO SEK E
I••
rwl a CLT INTERMODAL DISTRIBUTION CENTER
TRUNK LINE (SSMH14-SSMH19)

-- -R
wrwRoxs arwar 4\
tsw rs a .Duna v� am amo
onaoao� ;
b PP-Ln-T
r---
-------
I
ORSnaRRERaiR E—GGROUv SFmo
—ROVM (SF S) l.-. • CHARLOTTE WATER
W`TER ([iAH[.arre. \OKTH C'AROLINA
- 12" Q 8, SANITARY SEWER
TO SLRE
rux CLT INTERMODAL DISTRIBUTION CENTER
. .Ls(—n)
r'rc
TRUNK LINE (SSMN19—SSMN22)

rrojeci ivame: uarnson ana norcon Koaas Sewer
%Lrfly�9
A C Location: Garrison Road Charlotte NC, 28278

IRONMENTAL
2 of 5
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
Date: August 26, 2020
Page 58 of 103

Legend
O Review Area
O Meck. Co. Parcels
Streets
- - Power ROW
DMS Easements
Contours: 2 Ft
Delineation
Intermittent
Perennial
O Wetland
3of5
Aquatic Resource Sketch Map
Potential Non Wetland
CH 2O0, - 66 LF
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
Potential Non Wetland
CH 100, - 37 LF
W11/i/iRlum-wimpLaoin'
ential Wetland
Date: August 26, 2020
50 100 150 200
Page 59 of 103

,'.._ ..I_.i.. l..l.1.
Legend
O Review Area
O Meck. Co. Parcels
Streets
- - Power ROW
DMS Easements
Contours: 2 Ft
Delineation
Intermittent
Perennial
Wetland
Culvert
Potential Non Wetland
CH 300, - 41 LF
Culvert - 32 LF
Open Channel - 9 LF
Aquatic Resource Sketch Ma
0
IMr.
J 50 100 150 200
.. J
Project Name: Garrison and Horton Roads Sewer
S
Location: Garrison Road Charlotte NC, 28278
IRONMENTAL For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809 Date: August 26, 2020
Page 4 of 5 Page 60 of 103

uatic Resource Sketch Ma
Legend
O Review Area
Meck. Co. Parcels
Streets
Power ROW
DMS Easements
Contours: 2 Ft Potential Non Wetland
Delineation Ch 400, - 21 LF
Intermittent
Perennial
0 Wetland
�.S
IRONMENTAL
5of5
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
Date: August 26, 2020
50 100 150 200
Page 61 of 103

141281
14128101
14116102
14116103
16104
111
Parcel Ma
J118165
14128102 \ I //
Q> 14118101
14129102
14129103
6120 1:1 2? 105
5 _ —. —
6123
Legend
O Review Area
Streets
- - Powerline ROW
O Meck. Co. Parcels
DMS Easements 01
IRONMENTAL
14129101
14117112
14118102
1411
- - -. -..
14117
147117111
14117130
0
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809 Date: August 26, 2020
14110 200 400 600 800 IFt
Page 62 of 103

USGS To o ra hic Ma a •°'� --�
5
cb
1
S�
S
7
p.r"4Nt
�.. s. N.
a• `
1
Legend
Review Area
Streets �
� ,1� '� '�
_ Powerline ROW--'`--
�;-�'��-�
O Meck. Co. Parcels,�`'`+�r'r�!
DMS Easements '� �` •,
USGS Topo
(
v '. 0 200 400 600 800 Ft
ti.. �,,` '�, ' ,.—_
NONE
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
IRONMENTAL
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809 Date: August 26, 2020 Page 64 of 103

USGS Topographic MaP X, � - "I
tm
V2
�
Jf
\.�•ti �I j, `\� y� ,! 4 I�` R.� <_� t f r °i` {�> C� /f C/,i sij f� �i � �- .Cr w � �t0�, J�
Kf
Of 011
1?
N V,
2�
T
, Nf
) W-
w
J 12"
10.
/ �� _ III //
4,-*
Legend
O Review Are \7 INI� a ti
if
0 0.25 0.5 0.75 1 mi
USGS Topographic H1.
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
MENTAL For: Charlotte Water / The Silverman Group
Coordinates: 35.17790, -80.97809
Date: August 26, 2020
Page 65 of 103

Mount Holly USGS Quadrangles Island Lake
Derita
Belmont
Legend
O Review Area
O Mecklenburg County
O USGS Quad Wylie
Charlotte West
0
Fort Mill
Charlotte East
0.5 1 1.5 2 Mi
Project Name: Garrison and Horton Roads Sewer
IRONMENTAL
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
tDate: August 26, 2020 Page 66 of 103

Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
Date: August 26, 2020
Page 67 of 103

Legend
O Review Area
Streets
- - Powerline ROW
O Meck. Co. Parcels
DMS Easements
GIS Streams
O GIS Waterbodys
IRONMENTAL
National H
ranhic Dataset
1 11 '11 .11 :11
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278 1
For: Charlotte Water /The Silverman Group
Coordinates: 35.17790,-80.97809 Date: August 26, 2020 Page 70 of 103

-- �,
--------------
a1
13 0.
araam C=+ah
c
s Surface Water Clauificaticnx
Stream Index: 11-126-1
ti.:rrt.. 6
��- Stream Name: Legion Lake and Sheaf ,
Lake
o MDescrvt*-a Entire lake and
conne:ting stream to
o Beaverdam Creek
General Location h Classifca-bon C
Date of Cdass: August 31, 1974
of Review Area r r „ �' g
River Basin Catew3a '
rA.cct.M `hat does tHs Moreinfo
ens I Class. mean,
n
` Zoom -o -•
1
483tp_
As/.ch 931/
f{e
Health Pr a A CitvOf Charlotte, NC, Counrr of Gaston, State of Noah Carolina COT, Esri
0 rni j\ , . a _ ko
ll` . HERE, Garmin-
11RONMENTAL
Project Name: Charlotte Water Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water
Coordinates: 35.17790,-80.97809 Date: April 20, 2020 Page 71 of 103

National Wetland Inventory
0
�a
�7
ytia
tea•
a�
f
�a
Legend ---...................
......
O Review Area
......._ -' - ......
Streets
- ......
- '-' - - _ _
- - Powerline ROW-
_
0 Meck. Co. Parcels
DMS Easements
NWI
PFO/PSS
0 POW
0 200 400 600 800 Ft
Riverine
- = -
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
inONMENTAL
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
Date: August 26, 2020
Page 72 of 103

,rare Ate
fiewerdam
S.,f-. WA -
I 1 126.;
N— Leg— -.k. a— ^h—f
Lake_
Em,* lake anc
Approx. Review Area B--d— ---k
C
Date of Clasm. A.q.n 31 1974
VVh at d— 'M More 'i.
Clam mean'
Rxk
R,e, Bmm camwba
Z-- to
he -**rick
N10 W. V
0411
It
Rd
-t' smpft. Shopton
sq-
44b" 95 ry y
Z
-
ShAwdly K';
hitr
-2rri
City Of Charlotte, NC, County of Gaston,
0
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
(7Ai nONMENTAL For: Charlotte Water / The Silverman Group
Coordinates: 35.17790, -80.97809 Date: August 26, 2020 Page 73 of 103

Soil Map —Mecklenburg County, North Carolina
501500 501600 501700 501800 501900 IT! 502100 502200 502300
PaE
8 S
a
MO
ID2
s // —7
Pa E
oil I -- �—
501500 W", I0 a 501800 1111, 500000 502100 502220D 50230D
Map Scale: 1:5,990 if printed on A portrait (8.5' x 11") street.
Meters
1N 0 50 100 200 300
Few USDA Natural Resources Web Soil Survey
0 250 500 1000 = National Cooperative Soil Survey
Mapprojecbon: Web Mercator Canermadinates: WG.S84 Edge tics: UTMZone17N WGS84 Conservation Service P Y
Project Name: Garrison and Horton Roads Sewer
Project
Garrison Road Charlotte, NC 28278
RONMENTAL
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809 Date: August 261agQ2Q03

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
s-♦
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
V
Blowout
Borrow Pit
X
Clay Spot
w.
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
J6
Lava Flow
Marsh or swamp
ski
Mine or Quarry
Miscellaneous Water
Perennial Water
c�
Rock Outcrop
+
Saline Spot
8 %:
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
"I"AIRONMENTAL
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
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
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
i i ►
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey LIRL:
,y
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
■
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Mecklenburg County, North Carolina
Survey Area Data: Version 19, Jun 4, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 28, 2018—Oct
30, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Map Unit Legend
Map Unit Symbol
I Map Unit Name
I
Acres in AOI
I
Percent of AOI
CeD2
Cecil sandy clay loam, 8 to 15
0.7
18.3%1
percent slopes, moderately
I
eroded
DaD
Davidson sandy clay loam, 8 to
0.0
0.1%
15 percent slopes
EnD
Enon sandy loam, 8 to 15
0.0
0.1%
percent slopes
MO
Monacan loam, 0 to 2 percent
1.0
25.2%
PaE
slopes, frequently flooded
Pacolet sandy loam, 15 to 25
percent slopes
2.3
56.3%
100.0%
Totals for Area of Interest
4.1
IRONMENTAL

HUC 12 Watersheds
030501011405
Fites Cre k Catawba Rive 030501011404
7 r Paw Creek -Lake Wylig
C
Legend
Review Area
Mecklenburg County
HUC 12
IRONMENTAL
71505
Wylie
030501 11406
ke W lie -Catawba River
930501030108
,SCSteele Creek
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
030501030103
,SCUpper Sugar Creek
Date: August 26, 2020
030501030101
Irwin Creek
0-
,SCLittle
0.5 1 1.5 2 Mil
Page 78 of 103

HUC 08 Watersheds
03050101
pper Catawba
03050103
Lower Catawba
Legend
O Review Area
O Mecklenburg County
0 0.5 1 1.5 2 Mi
O HUC 08
-
Project Name: Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
IRONMENTAL
For: Charlotte Water / The Silverman Group
Coordinates: 35.17790,-80.97809
Date: August 26, 2020 Page 79 of 103

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-00162 County: Mecklenburg U.S.G.S. Quad: NC- Charlotte West
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor:
The Silverman Grout)
Dan Lacz
Address:
195 Morristown Road
Baskine Ridge, NJ 07920
Telephone Number:
973-765-0100x4063
E-mail:
danlacz(a)silvermangrout).net
Size (acres) 2.67 Nearest Town Charlotte
Nearest Waterway Beaverdam Creek River Basin Santee
USGS HUC 03050101 Coordinates Latitude: 35.1779
Longitude:-80.9780
Location description: The review area is between I-485 and Garrison Road to the east and west and Horton Road and Dixie
River Road to the north and south. P1Ns: 14118101,14117112, and 14117111.
Indicate Which of the FollowinE Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 12/23/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
El The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
Page 80 of 103

SAW-2018-00162
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact David L. Shaeffer at 704-510-1437 or
david.l.shaefferna,usace.armv.mil.
C. Basis For Determination: Basis For Determination: See the preliminary iurisdictional determination
form dated 02/03/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Digitally signed by
SHAEFFER.DAVI D.LEIG H.1260750573
Corps Regulatory Official:U:5f• Date: 2020.02.03 11:52:24 -05'00'
Date of JD: 02/03/2020 Expiration Date of JD: Not applicable
Page 81 of 103

SAW-2018-00162
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Atlas Environmental, Inc.
Jennifer Robertson
Address: 338 South Sharon Amity Road, #411
Charlotte, NC 28211
Telephone Number: 704-512-1206
E-mail: 6robertsonODatlasenvi.com
Page 82 of 103

ISTRATIVE APPEAL OPTIONS AND PROCESS AND
EQUEST FOR APPEAL
011
Applicant: The Silverman Grou , Dan Lacz File Number: SAW-2018-00162 Date: 02/03/2020
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
®
I PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or
http://www.usace.armv.miI/Missions/Civil Works/RegulatoryProgramandPermits.aspx or the Corps regulations at 33 CFR Part
331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for
final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized.
Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and
waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations
associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for
final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized.
Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and
waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations
associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions
therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing
Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of
the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved
JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This
form must be received by the division engineer within 60 days of the date of this notice.
Page 83 of 103

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be
appealed), by contacting the Corps district for further instruction. Also you may provide new information for further
consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your
reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for
the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is
needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the
record. However, you may provide additional information to clarify the location of information that is already in the
administrative record.
POINT OF CONTWT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: David L. Shaeffer
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room I OM15
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15
day notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David L. Shaeffer, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]
Page 84 of 103

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 02/03/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: The Silverman Group, Dan Lacz, 195
Morristown Road, Basking Ridge, NJ 07920
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Charlotte Water Garrison and
Horton Roads Sewer, SAW-2018-00162
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is between I-485
and Garrison Road to the east and west and Horton Road and Dixie River Road to the north and south. PINs:
14118101, 14117112, and 14117111.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.1779 Longitude:-80.9780
Universal Transverse Mercator:
Name of nearest waterbody: Beaverdam Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
®Field Determination. Date(s): 12/13/2019 by the Corps
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
(decimal
amount of
resources (i.e.,
which the aquatic
degrees)
degrees)
aquatic
wetland vs.
resource "may be"
resources in
non -wetland
subject (i.e., Section 404
review area
waters)
or Section 10/404)
(acreage and
linear feet, if
applicable
CH 100
35.18298
-80.97555
25 Linear Ft
Non Wetland
Section 404
CH 200
35.18200
-80.97656
29 Linear Ft
Non Wetland
Section 404
CH 300
35.17950
-80.97602
22 Linear Ft
Non Wetland
Section 404
CH 400
35.17782
-80.97753
20 Linear Ft
Non Wetland
Section 404
CH 500
35.17728
-80.97924
24 Linear Ft
Non Wetland
Section 404
WL 1000
35.18291
-80.97566
0.012 Ac
Wetland
Section 404
WL 1100
35.18093
-80.97657
0.021 Ac
Wetland
Section 404
WL 1200
35.17734
-80.97911
0.007 Ac
wetland
Section 404
WL 1400
35.17670
-80.98031
0.011 Ac
Wetland
Section 404
Page 85 of 103

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:
Page 86 of 103

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Pages 1-5 dated 12/23/2019
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the
❑Corps navigable waters' study:
®U.S. Geological Survey Hydrologic Atlas: Nationalmat).gov
®USGS NHD data:
®USGS 8 and 12 digit HUC maps:
El U.S. Geological Survey map(s). Cite scale & quad name:
®Natural Resources Conservation Service Soil Survey. Citation: ESRI NRCS SSURGO Soil Mat) Units
Mat)service
®National wetlands inventory map(s). Cite name: USFWS NWI Mat)service
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
®Photographs: ❑ Aerial (Name & Date):
or ® Other (Name & Date): 11 Photos undated
[]Previous determination(s). File no. and date of response letter:
❑Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
Digitally signed by
SHAEFFER.DAVID.LEIGH.12
60750573
Date: 2020.02.03 11:52:54
-05'00'
Signature and date of Regulatory
staff member completing PJD
02/03/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. if the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
Page 87 of 103

iRONMENTAL
Project Name: Charlotte Water Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278 1
For: Charlotte Water
Coordinates: 35.17790,-80.97809
Date: January 23, 2019 Updated: December 23, 2019
Page 89 of 103

Legend
Review Area
Parcels
Streams
® Wetlands
Contours 2 Ft
Aquatic Resource Sketch Map
yNC DWR Stream ID I
V Intermittent
Potential Wetland (PEM)
WL 1000, -0.012 Ac
Potential Non -Wetland
CH 100, -25 LF
Upland Data Form k i�
Wetland Data Form (PEM)
JNC DWR Stream ID
Perennial
Potential Non -Wetland
CH 2O0, -29 LF
Potential Wetland (PFO)
WL 1100, -0.021 Ac
0 100 200 300 Ft
Form Locations
Project Name: Charlotte Water Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278 1
For: Charlotte Water
Paae 3 of 5 1 Coordinates: 35.17790,-80.97809 Date: January 23, 2019 Updated: December Pale �a of 103

IPotential Wetland (PSS)
WL 1200, - 0.007 Ac
Potential Non -Wetland
CH 500, -24 LF
Legend
Review Area
o Streets
0 Parcels
— Streams
Wetlands
Contours 2 Ft
- - Powerline ROW
Form Locations
Aquatic Resource Sketch Map
Potential Non -Wetland
CH 400, -20 LF
Wetland Data Form (PSS)
Upland Data Form
REMEMBERS
O
NJ
L
Potential Non -Wetland
CH 300, -22 LF
0 100 200 300 Ft
Project Name: Charlotte Water Garrison and Horton Roads Sewer
Location: Garrison Road Charlotte NC, 28278
unONMENTAL For: Charlotte Water
Coordinates: 35.17790,-80.97809 Date: January 23, 2019 Updated: December 20h9 0JP f 103
Paae 4 of 5

Legend
Review Area
o Streets
Parcels
Streams
Wetlands
Contours 2 Ft
- - Powerline ROW
Form Locations
inONMENTAL
Aquatic Resource Sketch Map
Potential Wetland (PFO)
WL 1400, -0.011 Ac
Project Name: Charlotte Water Garrison and Horton Roads Sewer
MITI.ETTIM I M R, 0671111 El im
Upland Data Form
0 100 200 300 Ft I
Location: Garrison Road Charlotte NC, 28278 1
For: Charlotte Water
Coordinates: 35.17790,-80.97809
Date: January 23, 2019 Updated: December Pd,2 32 of 103

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
May 10, 2019
Jennifer Robertson
Atlas Environmental
712 English Tudor Lane
Charlotte, NC 28211
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Extend Sewer Line, Berewick Elementary School on Dixie River Road to Service Development on
Garrison and Horton Roads, Mecklenburg County, ER 19-1390
Dear Ms. Robertson:
Thank you for your letter of April 8, 2019, 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,
V✓Ramona Bartos, Deputy
State Historic Preservation Officer
Location: 109 Fast Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
Page 93 of 103

NC'. DWO Stream Identification Form Version 4.11
Date: 04120/2020
Project/Site:CH too Charlotte Water
Latitude: 35•18298
Evaluator:A Baggarley, J RoJ Sinclair
county: Mecklenburg
Longitude:-80.97555
Total Points:
21
Stream Determination (circle one)
Other Charlotte West
Stream is at least intermittent
if 219 or perennial if z 30*
Ephemeral Intpprrt�ittent Perennial
7I
e.g. Quad Name:
A. Geomorphology Subtotal = 14
Absent
Weak
Moderate
Strong
18, Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1 1
1.5
10. Natural valley
0
0.5
1 1
1.5
11. Second or greater order channel
No = 0
1 Yes = 3
artificial ditches are not rated; see discussions in manual
B_ Hvdminav (Suhtntal = z_S )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
1 0
1 0.5
1 1
1 1.5
17. Soil -based evidence of high water table?
I No = 0
1 Yes = 3
(- Rinlnnv (Suhtntal = 2_4 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
CH 100 Intermittent
2
1
1
2
2
2
1
1
1
1
0
1
0
1
0.5
1
0
1
1
0
0
0.5
0
1
O
0
Page 94 of 103

NC DWO Stream Identification Form Version 4.11
Date: 04/20/2020
Project/Site:Charlotte
Ch 200-400
Latitude: 35.18200
Evaluator:A Baggarley, J RaJ Sinclair
county: Mecklenburg
Longitude:-80.97656
Total Points:
Stream is least intermittent 32
Stream Determination (circle one)
Other Charlotte West
at
if Z 19 or perennial if 2:30"
Ephemeral Intermittent PeVnial
e.g. Quad Name:
A. Geomorphology Subtotal = 34.5
Absent
Weak
Moderate
Strong
18* Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
artificial ditches are not rated; see discussions in manual
R_ Hvdrnlnnv (Suhtntal = ca_c )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
1 0
1 0.5
1 1
1 1.5
17. Soil -based evidence of high water table?
I No = 0
I Yes = 3
C_ Rinlnav (Suhtntal = 6_S 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
CH 200 - CH 500 Perennial
3
2
2
2
2
2
2
1
1
1.5
0
3
1
1
0.5
1
3
2
1
1
0
0.5
1
1
O
O
Page 95 of 103

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Charlotte Water Garrison and Horton Roads Sewer City/County: Charlotte/ Mecklenburg Sampling Date: May 2020
ApplicanUOwner: Charlotte Water/Mecklenburg County State: NC Sampling Point: WL7000
Investigator(s): A Baggarley J Sinclair Section, Township, Range: Charlotte
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Convex Slope (%): 2
Subregion (LRR or MLRA): LRR P, MLRA 136 Let: 35.17572 Long:-80.98211 Datum: NAD 83
Soil Map Unit Name: Monacan NWI classification: Freshwater Forested
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology NO significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology NO naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
See attached climate data (WETS tables)
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one
is reauired: check all that apply)
—Surface Soil Cracks (136)
_ Surface Water (Al)
—True Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
X Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (B10)
X Saturation (A3)
X Oxidized Rhizospheres on Living Roots (C3)
X Moss Trim Lines (616)
X Water Marks (131)
X Presence of Reduced Iron (C4)
_Dry -Season Water Table (C2)
—Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_ Drift Deposits (63)
_Thin Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (64)
—Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (135)
Field Observations:
Surface Water Present? Yes
No X Depth (inches): 0
Water Table Present? Yes
X No Depth (inches): 12
Saturation Present? Yes
X No Depth (inches): 8
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland Data form is for Wetland 1000
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0
Page 96 of 103

VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: 1000
Tree Stratum (Plot size: 30 ) % Cover Species? Status
Dominance Test worksheet:
1. P/atanus occidentalis 10 Yes FACW
Number of Dominant Species
2. Liquidambar styraciflua 10 Yes FAC
That Are OBL, FACW, or FAC:
3.
Total Number of Dominant
4.
Species Across All Strata:
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC:
20 =Total Cover
50% of total cover: 10 20% of total cover: 4
Sapling Stratum (Plot size: 15 )
1.
'2.
3.
4.
5.
6.
=Total Cover
4 (A)
5 (B)
80.0% (A/B)
Total % Cover of:
Multiply by:
OBL species
0
x 1 =
0
FACW species
15
x 2 =
30
FAC species
15
x 3 =
45
FACU species
5
x 4 =
20
UPL species
0
x 5 =
0
Column Totals:
35
(A)
95 (B)
Prevalence
Index =
B/A =
2.71
50% of total cover:
20% of total cover:
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 )
X 2 - Dominance Test is >50%
1. Ligustrum sinense
5 Yes FACU
X 3 - Prevalence Index is :53.0'
2.
4 - Morphological Adaptations' (Provide supporting
3
data in Remarks or on a separate sheet)
4.
_ Problematic Hydrophytic Vegetation' (Explain)
5.
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
5 =Total Cover
Definitions of Five Vegetation Strata:
50% of total cover:
3 20% of total cover: 1
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5 )
approximately 20 ft (6 m) or more in height and 3 in.
1. Microstegium vimineum
5 Yes FAC
(7.6 cm) or larger in diameter at breast height (DBH).
2. Juncus effusus
5 Yes FACW
Sapling - Woody plants, excluding woody vines,
3.
approximately 20 ft (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5.
Shrub - Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7.
Herb -AII herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately
3 ft (1 m) in height.
10.
11
Woody Vine - All woody vines, regardless of height.
10 =Total Cover
50% of total cover: 5 20% of total cover: 2
Woody Vine Stratum (Plot size: 30 )
1. No vines present
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Page 97 of 103

SOIL
Sampling Point: 1 000
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type'
Loc2
Texture Remarks
0-4
2.5YR 3/2
80
2.5YR 5/6 20 C
PL
Loamy/Clayey
4-12
5YR 5/1
60
2.5YR 6/4 40 C
PL
Loamy/Clayey Prominent redox concentrations
12-18
7.5YR 3/2
90
2.5YR 6/2 10 C
M
Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (1719)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
X Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
X Redox Depressions (178)
_Very Shallow Dark Surface (F22)
_ Sandy Mucky Mineral (S1)
X Iron -Manganese Masses (F12) (LRR N,
_ Other (Explain in Remarks)
_ Sandy Gleyed Matrix (S4)
MLRA 136)
_ Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
_ Stripped Matrix (S6)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
• ----• •--• - - - _. \----------
Type:
Depth (inches): Hydric Soil Present? Yes X No
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0
Page 98 of 103

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Charlotte Water Garrison and Horton Roads Sewer City/County: Charlotte/ Mecklenburg Sampling Date: May 2020
Applicant/Owner: Charlotte Water/ Mecklenburg County State: NC Sampling Point: UPL
Investigator(s): A Baggarley J Sinclair Section, Township, Range: Charlotte
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Flat Slope (%): 2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.1771 Long:-80.9771 Datum: NAD 83
Soil Map Unit Name: Monacan NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology NO significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology NO naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
See attached climate data (WETS tables)
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired:
check all that apply)
—Surface Soil Cracks (B6)
_ Surface Water (All)
—True Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (1310)
—Saturation (A3)
—Oxidized Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (B1)
—Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (63)
_Thin Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134)
—Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (135)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Upland Data form for forested wetlands 1100, 1400, and 1500
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0
Page 99 of 103

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: UPL 1500
faosoiuce vominaM
inuicatur
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1. Quercus phellos
10 Yes
FAC
Number of Dominant Species
2. Quercus rubra
10 Yes
FACU
That Are OBL, FACW, or FAC: 4 (A)
3. Liriodendron tulipifera
5 Yes
FACU
Total Number of Dominant
4.
Species Across All Strata: 9 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 44.4% (A/B)
25 =Total Cover
Prevalence Index worksheet:
50% of total cover:
13 20% of total cover:
5
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 15 )
OBL species 0 x 1 = 0
1. Acer rubrum
5 Yes
FAC
FACW species 0 x 2 = 0
2. Comus florida
5 Yes
FACU
FAC species 27 x 3 = 81
3.
FACU species 40 x 4 = 160
4.
UPL species 0 x 5 = 0
5.
Column Totals: 67 (A) 241 (B)
6.
Prevalence Index = B/A = 3.60
10 =Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
5 20% of total cover:
2
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 )
2 - Dominance Test is >50%
1.
- Prevalence Index is <_3.0'
2.
-3
4 - Morphological Adaptations' (Provide supporting
3
data in Remarks or on a separate sheet)
4.
_ Problematic Hydrophytic Vegetation' (Explain)
5•
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
=Total Cover
50% of total cover:
20% of total cover:
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5 )
approximately 20 ft (6 m) or more in height and 3 in.
1. Toxicodendron radicans
5 Yes
FAC
(7.6 cm) or larger in diameter at breast height (DBH).
2. Viola bicolor
5 Yes
FACU
Sapling - Woody plants, excluding woody vines,
3,
approximately 20 ft (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5.
Shrub - Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7•
Herb - All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately
3 ft (1 m) in height.
10.
11.
Woody Vine - All woody vines, regardless of height.
10 =Total Cover
50% of total cover:
5 20% of total cover:
2
Woody Vine Stratum (Plot size: 30
)
1. Toxicodendron radicans
2 No
FAC
2. Smilax rotundifolia
5 Yes
FAC
3. Lonicera japonica
15 Yes
FACU
4.
5.
Hydrophytic
22 =Total Cover
Vegetation
50% of total cover:
11 20% of total cover:
5
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Page 100 of 103

SOIL
Sampling Point: UPL 1500
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0-8 7.5YR 4/2 100 Loamy/Clayey
8-20 7.5YR 5/3 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (All)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
_Black Histic (A3)
_Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
—Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (All 0) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (177)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_Redox Depressions (F8)
_Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
Sandy Gleyed Matrix (S4)
MLRA 136)
_
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016,
US Army Corps of Engineers Eastern Mountains and Piedmont Page i101 .0103

1: CH 100
4rwl--
4,.
2: CH 100
3: CH 200
Site Photogr
4: CH 200
5: CH 300
6: CH 300
Page 102 of 103

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-00162 County: Mecklenburg U.S.G.S. Quad: NC -Charlotte West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Silverman Group
Dan Lacz
Address: 195 Morristown Road
Basking Ridge, NJ 07920
Telephone Number: 973-765-0100
E-mail: danlacznasilvermanaroup.net
Size (acres) 2.18 Nearest Town Charlotte
Nearest Waterway Beavedam Creek River Basin Santee
USGS HUC 03050101 Coordinates Latitude: 35.17790
Longitude:-80.97809
Location description: The review area is located on the north side of Dixie River Road, approximately 0.2 miles west of
intersection of Dixie River Road and Shopton Road. PINs: 14118101,14117112,14129103, and 14129106. Reference review
area description shown in Pre -Construction Notification entitled "Aerial Imagery" and Dated 08/26/2020.
Description of projects area and activity: This verification authorizes the permanent wetland impacts 0.015 acres alone with the
temporary stream impacts of 144 linear feet to facilitate the construction of a new sewer line. All temporary stream impacts
will be restored to pre-existine conditions after the completion of construction. In addition, a culvert will replaced in place (53
linear feet) and be authorized under Nationwide Permit 3; whereas all previously mentioned wetland and stream impacts are
authorized under Nationwide Permit 12.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 3. Maintenance and NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 9/25/2020, and the enclosed plans Construction Drawings, Sheets 1-13 undated.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,
a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terns and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Bryan Roden -Reynolds at 704-510-1440or bryan.roden-reynoldsna,usace.army.mil.

RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.12633 REYNOLDS.BRYAN.KENNETH.1263385574
Corps Regulatory Official: 85574 - Date: 2020.10.0714:21:56-04'00' Date: 10/7/2020
Expiration Date of Verification: 03/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.arrny.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Atlas Environmental, Inc.
Jennifer Robertson
Address: 338 S. Sharon Amity Road, Suite 411
Charlotte, NC 28271
Telephone Number: 704-512-1206
E-mail: irobertsonnd,atlasenvi.com
Property Owner: Mecklenbure County
Chris Matthews
Address: 5841 Brookshire Boulevard
Charlotte, NC 28216
Telephone Number: 980-722-2404
E-mail: chris.matthews6_Dmecknc.eov

SAW-2018-00162
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2018-00162 County: Mecklenburg
Permittee: Silverman Group, Dan Lacz
Project Name: Garrison and Horton Roads Sewer
Date Verification Issued: 10/7/2020
Project Manager: Bryan Roden -Reynolds
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Bryan Roden -Reynolds
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

SAW-2018-00162
MEMORANDUM FOR RECORD
SUBJECT: Department of the Army Memorandum Documenting General Permit Verification
1.0 Introduction and overview: Information about the proposal subject to one or more of the
Corps regulatory authorities is provided in Section 1, detailed evaluation of the activity is found
in Sections 2 through 4 and findings are documented in Section 5 of this memorandum.
Further, summary information about the activity including administrative history of actions
taken during project evaluation is attached (ORM2 summary).
1.1 Applicant name: Silverman Group, Dan Lacz
1.2 Activity location: Latitude: 35.17790 Longitude:-80.97809 Location description: The review
area is located on the north side of Dixie River Road; approximately 0.2 miles west of
intersection of Dixie River Road and Shopton Road. PINs: 14118101, 14117112,
14129103, and 14129106. Reference review area description shown in Pre -Construction
Notification entitled "Aerial Imagery" and Dated 08/26/2020.
1.3 Description of activity requiring verification: This verification would authorize the permanent
wetland impacts 0.015 acres along with the temporary stream impacts of 144 linear feet
to facilitate the construction of a new sewer line. All temporary stream impacts will be
restored to pre-existing conditions after the completion of construction. In addition, a
culvert will replaced in place (53 linear feet) and be authorized under Nationwide Permit
3; whereas all previously mentioned wetland and stream impacts are authorized under
Nationwide Permit 12.
1.4 Is this an After -the -Fact verification? No.
1.5 Date PCN determined complete for processing: 10/7/2020
1.6 Jurisdiction Determination completed? A Preliminary JD was completed on 2/3/2020.
1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344)
1.8 Applicable Permit: NWP 3. Maintenance and NWP 12. Utility Line Activities
1.9 Activity requires written waiver of NWP limits? No.
1.10 Activity requires a waiver from the requirements of a regional condition(s)? No.
2.0 Evaluation of the Pre -Construction Notification
2.1 Direct and indirect effects caused by the GP activity: The direct effects of the proposed
activity in waters would include the loss of jurisdictional waters (as specified in Section
1.3) and their associated aquatic resource functions. The proposed activity also has the
potential to result in indirect effects to waters including excess sedimentation in
downstream waters, disruption and/or killing of aquatic life in the direct vicinity of the
project area, increase of downstream flows, and blocking/restricting aquatic life
passage transiting in and through the project area. These indirect effects are expected
to be minimal due to design criteria and Best Management Practices (BMPs) required by

SAW-2018-00162
Nationwide Permit General and Regional Conditions. Additionally, indirect effects would
be further reduced through the implementation of BMPs required by state, local, and
Federal ordinances and regulations.
2.2 Site specific factors: The review area is mostly forested and undeveloped.
2.3 Coordination
2.3.1 Was the PCN coordinated with other agencies? No.
Agency coordination with the USFWS is required for the Northern Long Eared Bat.
However, the Corps is not required to wait for a response from the USFWS Asheville
Office in accordance with local procedures.
2.3.2 Was the PCN coordinated with other Corps offices? No.
2.4 Mitigation
2.4.1 Provide brief description of how the activity has been designed on -site to avoid and minimize
adverse effects, both temporary and permanent, to waters of the United States to the
maximum extent practicable at the project site:The applicant provided a detailed statement
describing their efforts to avoid and minimized impacts to waters of the United States
on the project site in the preconstruction notification. Based on this information, the
Corps believes the applicant has avoid and minimized impacts to waters of the United
State to the maximum extent practicable.
2.4.2 Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources
to reduce the individual and cumulative adverse environmental effects to a minimal level?
Yes.
Provide rationale: Compensatory mitigation is required to ensure minimal adverse
environmental effects. The IRT is requiring compensatory mitigation for the disturbance
of a stream buffer. The requirement is 40 linear feet of stream credit. In addition,
proposed permanent wetland impacts are considered cumulative with previously
permitted impacts by the applicant. Those wetland impacts will require a compensatory
mitigation ratio of 1:1 because these wetland impacts are converting a forested wetland
to a herbaceous wetland.
2.4.3 Type and location of compensatory mitigation
Is the impact in the service area of an approved mitigation bank? Yes.
If yes, does the mitigation bank have appropriate number and resource type of credits
available? No.
Is the impact in the service area of an approved in -lieu fee program? Yes.
If yes, does the in -lieu fee program have the appropriate number and resource type of credits
available? Yes.
Selected compensatory mitigation type/location(s): See Table 1

SAW-2018-00162
Table 1: Mitigation Type and Location
Mitigation bank credits
In -lieu fee program credits
x
Perm ittee-res onsible mitigation under a watershed approach
Perm ittee-res onsible mitigation, on -site and in -kind
Perm ittee-res onsible mitigation, off -site and/or out of kind
Does the selected compensatory mitigation option deviate from the order of the options
presented in §332.3(b)(2)-(6)? N/A.
If yes, provide the rationale for the deviation, including the likelihood for ecological success
and sustainability, location of the compensation site relative to the impact site and their
significance within the watershed, and/or the costs of the compensatory mitigation project (see
33 CFR §332.3(a)(1)):
2.4.4 Amount of compensatory mitigation: 40 linear feet of stream credit and 0.015 acre of
wetland credit
Rationale for required compensatory mitigation amount: See Section 2.4.2.
3.0 Compliance with Other Laws, Policies and Requirements
3.1 Section 7(a)(2) of the Endangered Species Act (ESA)
3.1.1 ESA action area: The action area includes the waters of the United States that will be
directly affected by the proposed work or structures and uplands directly affected as a
result of authorizing the work or structures.
3.1.2 Has another federal agency taken steps to document compliance with Section 7 of the ESA
and completed consultation(s) as required? No.
3.1.3 Known species/critical habitat present? No. The Corps has determined that it has
fulfilled its responsibilities under Section 7(a)(2) of the ESA.
IPAC Species in Mecklenburg County:
NAME: Carolina heelsplitter (Lasmigona decorata) STATUS: Endangered
NAME: Northern Long-eared Bat (Myotis spetentrionalis) STATUS: Threatened
NAME: Rusty -patched bumble bee (Bombus affinis) STATUS: Endangered
NAME: Michaux's sumac (Rhus michauxii) STATUS: Endangered
NAME: Schweinitz's sunflower (Helianthus schweinitzii) STATUS: Endangered
NAME: Smooth coneflower (Echinacea laevigata) STATUS: Endangered
Effect determination(s), including no effect, for all known species/habitat, and basis for
determination (s): Based on the latest version of the Natural Heritage Program's NHEO
data, there are no protected species located within or in the vicinity of the action area.
The Corps has determined the proposed activity will not directly or indirectly affect any
species subject to the ESA.
3.1.4 Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife
Service was initiated and completed as required, for any determinations other than "no effect"

SAW-2018-00162
(see the attached "Summary" sheet for begin date, end date and closure method of the
consultation).
The USACE reviewed this project in accordance with (IAW) the NLEB Standard Local
Operating Procedures for Endangered Species (SLOPES) between the USACE,
Wilmington District, and the Asheville and Raleigh U.S. Fish and Wildlife Service
(Service) Offices, and determined that the action area for this project is located outside
of the highlighted areas/red 12-digit HUCs and activities in the action area do not
require prohibited incidental take; as such, this project meets the criteria for the 4(d)
rule and any associated take is exempted/excepted. IAW the NLEB SLOPES, the USACE
sent a Situation 1 email to the Service on October 7, 2020, informing them about this
project.
Service Concurrence: as established in the NLEB SLOPES, this project does not require
prohibited intentional take of the NLEB and it meets the criteria for the 4(d) rule;
therefore any associated take is exempt and it is not necessary for the USACE to wait
30 days for the Service to object or concur.
Based on a review of the information above, the Corps has determined that it has fulfilled its
responsibilities under Section 7(a)(2) of the ESA.
3.2 Magnuson -Stevens Fishery Conservation and Management Act, Essential Fish Habitat
(EFH) The NWPs/RGPs were coordinated with the NMFS during the permit renewal
process. NMFS coordination/EFH consultation is required if the activity affects SAV.
This activity does not affect SAV. Therefore, NMFS coordination/EFH consultation has
been completed.
3.2.1 Has another federal agency taken steps to comply with EFH provisions of Magnuson -Stevens
Act? No.
3.2.2 Did the proposed project require review under the Magnuson -Stevens Act? No.
3.3 Section 106 of the National Historic Preservation Act (Section 106)
3.3.1 Section 106 permit area:The permit area includes those areas comprising waters of the United
States that will be directly affected by the proposed work or structures, as well as activities
outside of waters of the U.S. because all three tests identified in 33 CFR 325, Appendix
C(g)(1) have been met.
Final description of the permit area: All three test have been met and portions of the larger
project undertaken outside of waters of the U.S. are in the permit area. Activities
undertaken outside WOUS are included in the permit area because those activities are
directly associated and integrally related with the authorized work and those activities
would not occur but for the authorization of the work within the WOOS.
3.3.2 Has another federal agency taken steps to comply with Section 106 of the National Historic
Preservation Act and completed consultation(s) as required? No.
3.3.3 Known cultural resource sites present and/or survey or other additional information
needed? No. Based on the NCDCR "HPOWEB" service and aerial photographs, there are
no known historic properties located in the permit area or in close proximity to the
permit area.

SAW-2018-00162
Effect determination and basis for that determination: The Corps has determined the
proposed activity will have no effect on properties listed or eligible for listing in the
National Register of Historic Places.
3.3.4 Consultation was initiated and completed as required with the appropriate agencies, tribes
and/or other parties for any determinations other than "no potential to cause effects" (see the
attached "Summary" sheet for consultation type, begin date, end date and closure method of
the consultation). The Corps has determined that it has fulfilled its responsibilities under
Section 106 of the NHPA.
3.4 Tribal Trust Responsibilities
3.4.1 Was government -to -government consultation conducted with Federally -recognized Tribe(s)?
No. There are no known tribal interests in the project area.
Provide a description of any consultation(s) conducted including results and how concerns
about significant effects to protected tribal resources, tribal rights and/or Indian lands were
addressed. The Corps has determined that it has fulfilled its tribal trust responsibilities.
3.4.2 Other Tribal including any discussion of Tribal Treaty rights? Select Yes or No.
3.5 Section 401 of the Clean Water Act — Water Quality Certification (WQC)
3.5.1 Is a Section 401 WQC required, and if so, has the certification been issued or waived? A
general WQC has been issued for this permit.
3.6 Coastal Zone Management Act (CZMA)
3.6.1 Is a CZMA consistency concurrence required, and if so, has the concurrence been issued,
waived or presumed? N/A, a CZMA consistency concurrence is not required.
3.7 Wild and Scenic Rivers Act
3.7.1 Is the projectlocated in a component of the National Wild and Scenic River System, or in a
river officially designated by Congress as a "study river" for possible inclusion in the system?
No. According to http://www.rivers.gov, the proposed project area is not within a
designated or study river.
3.8 Effects on Corps Civil Works Projects (33 USC 408)
3.8.1 Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33
USC 408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil
Works project? No, there are no Corps Civil Works project(s) in or near the vicinity of the
proposal.
4.0 Special Conditions
4.1 Are special conditions required to ensure minimal effects, protect the public interest and/or
ensure compliance of the activity with any of the laws above? Yes.

SAW-2018-00162
4.2 Required special condition(s)
Special condition:
a. In order to compensate for impacts associated with this permit, mitigation shall be provided
in accordance with the provisions outlined on the most recent version of the attached
Compensatory Mitigation Responsibility Transfer Form. The requirements of this form,
including any special conditions listed on this form, are hereby incorporated as special
conditions of this permit authorization.
Rationale:See Section 2.4.2.
5.0 Determination
5.1 Waiver request conclusion, if required or select N/A: N/A.
5.2 The activity, with the required mitigation, will result in no more than minimal individual and
cumulative adverse effects on the aquatic environment and will not be contrary to the public
interest, provided the permittee complies with the special conditions identified above.
5.3 This activity, as described, complies with all terms and conditions of the permits identified in
Section 1.5.
PREPARED BY:
RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KEN REYNOLDS.BRYAN.KENNETH.126
3385574
NETH.1263385574 Date: 2020.10.07 14:20:58 -04'00' Date: 10/7/2020
Bryan Roden -Reynolds

Compensatory Mitigation Responsibility Transfer Form
Permittee: Silverman Group, Dan Lacz
Project Name: Garrison and Horton Roads Sewer
Action ID: SAW-2018-00162
County: Mecklenburg
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050101, Catawba River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
40
0.015
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050101, Catawba River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non Riparian
Coastal
40
1
0.015
Mitigation Site Debited:
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS they are willing and able to accept the applicant's compensatory
mitigation responsibility, dated 9/25/2020 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email. [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Bryan Roden -Reynolds
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.1263 REYNOLDS.BRYAN.KENNETH.1263385574
385574 Date: 2020.10.07 14:19:24-04'00' 10/7/2020
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http:Hribits.usace.army.mil

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Dan Lacz
SL Horton Road, LLC
195 Morristown Road
Basking Ridge,NJ 07902
NORTH CAROLINA
Environmental Quality
RECEIPT
October 13, 2020
Project: Charlotte Intermodal Logistics Center Off Site Sewer (Garrison and Horton Rd)
County: Mecklenburg
401 permit#: none given
404 permit#: 2018-00162
DMS ID#: MR-07616
Amount Paid: $23,751.06
Check Number: 128
The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the
compensatory mitigation requirements of the Section 404 Permit(s) issued for the above -referenced project.
This receipt serves as notification that your compensatory mitigation requirements assigned to DMS associated
with the authorized activity as specified below have been satisfied. You must also comply with all other
conditions of this certification and any other state, federal or local government permits or authorization
associated with this activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the
compensatory mitigation requirements indicated below associated with the project permit and agrees to
provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS
is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument
dated July 28, 2010.
Mitigation Location
Mitigation Type
Credits
Catawba 03050101
Warm Stream
40
Catawba 03050101
Riparian Wetland
0.015
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must
be submitted in accordance with the Division's refund policy. If you have any questions or need additional
information, please contact [e-mail].
Sincerely, j
FOR Tim Baumgartner
Director
cc: Todd Tugwell, USACE - Raleigh; Bryan Roden -Reynolds, USACE
Jennifer Robertson, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh. North Carolina 27699-1652
919.707.8976

Compensatory Mitigation Responsibility Transfer Form
Permittee: Silverman Group, Dan Lacz
Project Name: Garrison and Horton Roads Sewer
Action ID: SAW-2018-00162
County: Mecklenburg
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050101, Catawba River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
40
0.015
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050101, Catawba River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
40
1
0.015
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name: NCDMS
Name of Sponsor's Authorized Representative: Kelly Williams
/"a&�
Signature of Sponsor's Authorized Representative
13 October 2020
Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS they are willing and able to accept the applicant's compensatory
mitigation responsibility, dated 9/25/2020 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Bryan Roden -Reynolds
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.1263 REYNOLDS.BRYAN.KENNETH.1263385574
385574 Date: 2020.10.07 14:19:24-04'00' 10/7/2020
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil