WQ0039390_Regional Office Historical File Pre 2018

AL
Water Resources
Environmental Quality
August 7, 2017
Mr. Tim McCollum, Principal
HSM Dunavant LLC
1930 Abbott Street, Suite 403
Charlotte, NC 28203
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039390
HSM Dunavant LLC
Dunavant Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. McCollum:
In accordance with your application received August 3, 2017, we are forwarding herewith Permit No.
WQ0039390 dated August 7, 2017, to HSM Dunavant LLC (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered _a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be. automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of•the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request anadjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
w` Nothing Compares
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love a
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Mason L. Greeson, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
7
2143
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter. 143, General Statutes of North Carolina as
amended, and other applicable Laws; Rules, and Regulations, permission is hereby granted to
HSM Dunavant LLC
Mecklenburg County
for the construction and operation of approximately 284 linear feet of 6-inch gravity sewer, to serve the
Dunavant Townhomes project, and the discharge of 3,800 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
August 3, 2017, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's .Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039390
Permit Issued: August 7, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
HSM Dunavant LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water Irwin [reek
Wastewater Treatment Plant in accordance with Permit Number NCO024945.
Permitting of this project does not constitute an acceptance of any part of the projectthat does not meet
164 NCA[ 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Caroli n a- licensed Professional Engineer in
the application, It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation \scontingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
|. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 3,800 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
toand approved bythe Division. (lSANCAC03T.03O4/b\]
2. This permit shall become voidable unless the agreement between HSM Dunavant LLC and Charlotte
VVa&ar for the collection and final treatment of wastewater is in full force and effect. [15A N[AC
3. The Operational Agreement between the Permittee and the Environmental Management Commission
isincorporated herein byreference and shall beacondition ofthis permit. Noncompliance with the
terms of the Operational Agreement shall subject the Pernnittee to all sanctions provided by North
Carolina General Statutes §143'J15.6Ato§143'315.6Cfor violation oforfailure toact inaccordance
with the terms and conditions ofthis permit. [1SANCACOZT.Q11S]
Ill. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Pemmh1ee, a fPnna| permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered on its
merits and may o,may not beapproved. /16ANCACQZT.01Q4|G.S143-21S.1(d3)l
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions ofthis permit; lSANCAC 2T;the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 199G,a5applicable; the Division's Minimum Design Criteria for
4

the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1SA NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shalt be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
5

Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (I) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
S. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(al.))
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
6

I
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis, If a portable power
source or pump is dedicated to.multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. 'Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope perthe Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with.firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those

as may be required by
his Division, such as the construction of additional or replacement facilities.
115A NCAC 02T .0110; 1SA NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be equired
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)1

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
_ PERMIT #:
PROJECT:
ISSUE DATE:
HSM Dunavant LLC
WQ0039390
Dunavant Townhomes
August 7, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, n weekly, ❑ full time). the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final D Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office] 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

STATE OF NORTH CAROLINA
COUNTY OF Pennit No. W0003g39 t5
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S.`143-215.1 (d1) and entered" into this jY 5 • day of
7)4 - •` , by and between the North Carolina Environmental Management
Commissions an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
HSM Dunavant LLC , a corporation/general partnership registered/licensed to do
business hi the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the.certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
. rDunavant Townhomes : (hereinafter the'Development).
2. The DEVELOPER desires, to construct a wastewater collection system withpumps, wastewater treatment
Works, and/or disposal facilities (hereinafterDisposal System)' to provide sanitarysewage disposal to serve
the Development on said. lands.
3 . The DEVELOPER has applied to the COMMISSION for the issuance,ofa permit pursuant to, _G.S. 143-
y215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings Units; other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration),..pursuant,to Chapter
47C or 47F of the North Carolina General Statutes. •
5. The DEVELOPER 'has caused to be `foriiiedor Will cause to be formed at the time of filing of the
Declaration, the (Dunavant Townhomes 1HOA) . (hereinafter Association), a non-profit
corporation organized and existing under and by the .virtue of the.iaws of the State Hof North Carolina, for
the purpose, among others, of handling the property, affairs and business of the Development; of operating,
maintaining;°re-constructing and repairing the common elements of,the lands and improvements subject to
.unit ownership, including 'the Disposal System; and of collecting dues 'and assessments to provide funds
for such operation, maintenance, re -construction and repair.
6. ` The COMMISSION desires to assure that -the Disposal System of the Development is properly
constructed, maintained and operated' in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE,' in .consideration of the promises and the benefits to be derived by'each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct -the Disposal System in. accordance with the permit and plansand
specifications hereafter :issued and, approved by the COMMISSION, and shall. thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and,law..L ,-
a
2: -- The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been_completed'in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the naive
of the permit holder, the DEVELOPER must request that; the permit be reissued to the Association. The
request must include a copy'of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its,responsibility
for the operation and maintenance of its, Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5, The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEN/ELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
I O. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Revolve Residential
MANAGEMENT COMMISSION Name of DEVELOPO--
----- By:
S. Jay Zimme an, P.G.
Director, Division of Water Resources
A
(Signature)
71
Print Namtand Tit
(Date) (Date
FORM: DEV 08-13
Page 2 of 2

August 2, 2017
Dunavant Townhomes
LDI Project No. 1016297
SEWER SYSTEM APPLICANT:
EISM Dunavant LLC
1930 Abbott Street Suite 403
Charlotte, NC 28203
DEVELOPER:
Revolve Residential
1600 Camden Road
Charlotte, NC 28203
DESCRIPTION:
The site consists of approximately 0.55 acres. The property is zoned TOD-M and will
consist of 20 townhomes. We are proposing to install approximately 284 if of 6"
PVC sanitary sewer main on -site that will make up the private system.
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site will be approximately 3,800 gallons per day. The
demand is based on 20 units at 190 gallons per day/ unit. New mains are expected to
have a minimum 50-year service life. The system will be constructed by the
Developer and services will be billed by the City of Charlotte in accordance with
their standard rate schedule.
N3 2©16\10162971
IT'i'INGIPERMIT FORMSISEYNER416297-NARRA.TIWEDoC LANDDESIGN, INC,

Division of tdatd r Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02"1' .0300 — F AST TRACK SEWER SYSTEM STEM EXTENSION APPLICATION
FTA 0-1-1( & SUPPORTING DOCUMENTATION
All items
APPLICANT INFORMATION:
1. Apphcattit" rtdartre: ISM D mat astd
Applicant t'pc. Individual
Q Federal
me: "hi in
rthr
State: 1WC°
Applicant', eontc.ct arrfd}r�nation,
Plume number: (04) 965-25335
PROJECT INFORMATION:
1. Pro] homc,s.
ApplicadtionfProleet status:
If a modil`ication, provide tltc c;istinl
Numb
met
ustbe completed or the J!li ation' ill he rcturne
lu
"address:
Proposed (Neer Pcdn7it)
crrrtit datrittbr.r'° W Q((O
11 new construction but part of a miter plan, provide
3, i °r dattl ` \ here project is located: Mecklenburg
d. ^' pproxirt atc Coo r°c: mates (Decimal Degrees). Latitude: 3
5. Parcel ID (if applicable): 11_ I (:) I7..13
(or Parcel 11) to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional luntgincei Tv€vt, atd u
Finn. LandDcsi a_,
.�
MMailingaic:I[C'i;Sti'. 3 N C7d"a .n�_
City: (lt<ti'lc?ttcd Stalt.dv' NC
Ph
asidcntial.com
se Number 04316
©li
ercesont'u;lsdndd.s jn.e
WASTEWATER TREATM ET FAC:ILI"I' (WWTF) INFORMATION:
_Name: Irwin .reek. Wa-tewater'I'acatnien( Mani Permit Number: N O((24 )45
r Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (ii'tlifferent than WWTF):
1. Permit Ntmnbcr(s): WQ„____.
stem Wide
Names):
stream. (Receiving) c. •ei Sire: _ inch
04-1(i

THE COMPLETED APPLICATION PACKAGE INCL.DING ALL SUPPORTING INFORMAT'ION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIO AI OFI'I
REGIONAL OFFICE
Asheville Regional Office
ater Quality Section
Fayetteville Re,
Water Quartty
ffice
ADDRESS
COUNTIES SERVED
2890 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell Cherokee,
Clay, Graham, Haywood, Henderson„ Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
2'25 Green Street Suite 714
Fayetteville, North Carolina 2830'1-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
lie Regional
ality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
aleigh Rerronal !ffice
Quality Section
hington Regional Office
ual'ity Seetican
ingtonRegional 0
r islu^a�ity Set(n
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mail
Washington, North Carolina 27889
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax,, Johnston, Lee, Nash,
Northampton, ©range, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pander
Winston Salem Region
Water Quality Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem North Carolina 27105
(336) 776-980ft
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INS RUCTiC)N5 t ft1 f'"f)I I is 1' 1'r 04 `lNC DO( t. MI N`1A1`1(_)N Page 3 <l'3

VI. GENERA L REQUIJE:1 TENTS
I . lithe Applicant issr E'rir`ti� Caw
,eloper
approved under
pi of flow redu
Esfalalishrncn t ', "v pe
Per 15A NCI\C 021 .it1l�llcaJ, (lest
be determined usan aaati11171e lleaww° ll
Wastewater generated by protect.:
I)a not include futua
where flow
it Nutrib-
-epar1tiian' crw'icc
/ dental / r•'etel inaliv F r litir
ial e `us tr.°c)nuncre ial
20 ),p
Elfin et I'leffect? El Yes No
Yes Ni
nd Ne -e
Wash
and/or Motels
Miming fool /Clubhouse
,kwash
idled?
ident
and other measured data,
04-16

VII. GRAVITY SE » r"E R DES I sN CRITERIA (If A.pplixahle)
. Summarize grayi
Section 11 t4. 191 of
Section 111 contains irtforn
Oversiiing lines to meet minimum ,slope requirement is not allowed and a r1otation o
VI[I. PUMP STATION DESIGN CRITERIA (If Applicable) 0I; 0305 & Ill ?t.�F'u� a,I� �1 Nlaots ly :.
COMPLETE I�OREACH.PUMP STATION INCLUDED 'IINTIlI' PROJECT
I . Putnp .station number or name:
Approximiatet.",oc. Deg s9. l.tatiitidt. .on itne:l ;
3. Design flow of the pump station:
�1. C )rezattit�inal l o hat(s;( "the purnp(s): galleons. per n
in to be porn
POvVcr n accordance with I 'ziA N
© Standbv"
ilt
storage t'a)'rac;
prov
r pump lk°t
)2IT
e daily flow greater
n average daily flow less tlian I.5,(i()i4 galleons per daw
k ceotitie. tiaaia ieceptacic and tc
gency pununp eoa&ttaei tiiata iiiid ti ltiticeta' I NCj\C 021 .0305h1(111C):
ed to the Division that the portable source is owned or contracted hti the applicant (el.
with the station,
d the rotation schedule at` th
en1)
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I.5A ISCAC 02T .0305 (17)):
L Does the project comply With all separations found in NCA.0 02T .t.i305(1) &
• 15A NCAC 02T,0305(I) contains minimum separations that shall be provided for sew T systems:
Se back Parametet*
StOrtn SeWers and other utilities not listed below ("vertical,
Yes 0 No
Separation Required
24 inches
Water Mains (vertical -water over SCWer including in benched trenches) 18 inches
/ feet
Water mains (horizontal')
Reclaimed Water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public \Vat er suppl\. source, including any wells, WS-l. waters of Class I or
Class It -iounded reservoirs used as a source of drinking water
**Waters classified. WS (except .WS-I or WS- V), 13, SA, OR.W, HQW, or SH from normal
high water (or tide elevation) and Wetlands (see item IX, 2)
18 inches
2 feet
I 00 feet.
50 feet
*Any other stream, lake, impoundment., or ground water lowering and surface drainage
ditches
\it buId1nt loundation
Any brisement
op slope ofei
feet
ui of 2 feet or .noie vertical height
Drainage systems and iritcrceptor drains
Any SWiturning pools
. eat lt mad
vcttie.il
feet
10 feet
)0 feet
5 feet
10 feet
36 inches
15A NCAC11 l contains alternatives where scriirat ions in 0.2T.0305( I) cannot he achieved..
• "Stream ela.ssifications can be identified using the Division's NC Surface \Water Chissifio.titions .)voLvig),
If noncompliance with 02.T.0305(1) or see Section x or (his applicatnm
Does the project comply With Separation requirements for wetlands? (50 feet of separation) 0 Yes E3 No N/A
See the Division's draft separation requirements for situations NAllere separation. cannot be meet
No valiance is required if the altermitive design orite.ria specified is utilized in design and construction
As built documents should rof erence the :locaton of areas effected
3 Does .the project comply with setbacks found in the river basin rules per 1.5.A 021 .0200? 0 Yes 0 No NA
• This Would include Trout Buffered Streams per ISA. NCiVI: 2110.202
4. Does the project require. coveragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
• Information can he ()blamed from the. :401 & Huffef
Li Yes No
5. Does project count ith 15,A NC.A.C" 02T.0 OSi:c y 6) (additional penmisfeertiliea Lions)? Ye j No
Per I 5A N(2AC 021 0105(c )( 6 ), directly related environinciit al permits or certification 'ippl-ications are being prepared, have
been applied for or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storm water management plans, etc).
Does this project include any Sewer collection lines that are deemed '-high-priori Ey?"
Per 1.5A NC/\ 02T.0-102, "high -priority SeWer' oilcans an aerial sewer, sewer contacting. surface waters, siphon, or Sealer
positioned parallel to sireambanks that :is subject to erosion that undermines or deteriorates the sewer,
0 Yes 0 No .N/A
If ves, includean attachment 00 details for each Inc includi -g„ type (aerial line, size... -.a' eriat .n',1:nd. location).
High pr.ior.ity lines shall be inspected by the permitted or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: 1T A N- I 6 Page 4 (115

X. CERTIFICA`f"IONS:
Does the subITil
and 1_tUee,il _
ad system Corn
it est very➢a t'al
Yes
If No,, conallete aaracl satbttait the Variance/Alternative 1)esit
for retie' AJ?Pr t a _.of thereqnest is required _prior
docurnertts.
angineea's (ci
of my knowledge
Minimum Design
Permitting of Puna. Stations anc
portions of this submittal package, inc
material and have judged it to be consistent
1a
has been
No
ctlliest aplalieaati
subinitta of ti
pl
(VAi)C 10-14 ) and supporting ddaa
Fast Track Application and sup
n,entaticarl to etas taest cat ntr` 1
p<arcd in accordance “it th
steasionl, and the Mumn
°c ionl. Although otla a' lot
" these mate
NOTE — in accordance with General Statutes 1.43-2
statement„ representation, or certification in any application
include is fine not to exceed' 10,000as well as civil penalties
143-215.613.
lcktage shall be gm
$25.t
North Carolina, Professional Engineer's seal, signature, and date:
Applicants Certification per lSA NCAC.
this ap
aappilcat
discharge s,
I niunCt1\'C. 0.
nd is accurate and
subject to bean
andior Crinin:
condition of this permit be violated. 1 also an
and that if all required supporting
me as incomplete.
NOTE — Itt accorclattec ttith General St
statement, representation, car certification
include a line not to e\cecd Sldl,
nd seal signifies
knowledge,
sail required supporting doeutaacnt;ati+
d is incomplete. I wadeistand that at
\\ill restalt itt an inanledi tee enl'iireCJTU
t .x.-tat re7:at,-.y �ssa raraxxa'e arisarxr«.t atn✓
that
nd aatlatchments are not iz
Pena
he guilty
leer violation,
licatio
lans, s
that to the best
Kis, Gravity Sewer
ar the 1'aast-`Track.
developed certain
ve reviewed this
\\ho knowingly ingly makes an_
2 naisdenlca
SEAL
043168
FWGINE
2.I 1?
pplication for
1 understand that if aa'll rcluired parts of
and attachments are tool, included, tlaisw
discharge of wastewater from this non-
icalt that may/ include civil penalties,
Water l esotarecs should as
apficaatiott package are not completed
1pplication paekaage will be t'ulilled to
vingi\ makes any false
A 0.:1-1('
Page. 5 of 5

CHARLOTTE
W TER
March 9, 2017
Mr. Frank McMahan
LandDesign, Inc..
223 North Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
DUNAVANT STREET TOWNHOMES
2418 DUNAVANT STREET, CHARLOTTE NC
CLTWATER TRACKING# 20161544
After an analysis of the sanitary sewer associated with the proposed design of project Dunavant
Street Townhomes, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 3,800 gallons per day (20 townhorne units x 190 gpd/unit) at the connection point(s)
indicated on the submitted utility plan for transmission to the Irwin Creek Wastewater Treatment
Plant; NPOES permit number NC0024945, for treatment. This acceptance of flow is based on the
existing capacity of the designated publicly owned treatment works. Please see attached FTSE form,
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water and
sewer systems, as the appropriate local or State permits are required prior to construction, if the
appropriate authorization to construct permits are not obtained and construction has not started
within one (1) year of issuance of this flow acceptance letter; and payment for any service
connection(s) has not been received within (1) year of issuance of this flow acceptance letter, this
flow acceptance approval shall be rescinded and a new flow acce ta nce :stu d must be made. if you
have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Char! tte Water 5100 en okshire Bevrj, C17ariotr , NC 2g116 charkt
Operated by the City of Charlotte

IS>1 �.ra r M/xt h. rsai.�M
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LandDesign, Inc.
Project Name for which flow is being requested: Dunavant Street Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTPFacilityPermit#: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
13.380
70.717
0.0038
84.101
85.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm - Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pir), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can he achieved with the Largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Dunavant Street (1957)
Downstream Permit Number: unknown
Page 1 of 6
FTSE 0446

III. Certification Statement:
J _ Carl Wilson _ _ certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing O.ir1 Signature
Page 2 of 6
6110
ate
FTSE 04- 16

7/21/2017
USA Topo
ps
ArcGIS - USA Topo Maps
This layer presents detailed USGS topographic maps for the United States at multiple scales.
Copyright: C3 2013 National Geographic Society, 'i-cubed City of Charlotte, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap,
USGS, EPA, USDA
https;//www.arcg s.corm/homelwebmap/printhtml 1/1

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh,NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: HSM Dunavant, LLC
Limited Liability Company Information
Sosld: 1555237
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 11/16/2016
Fiscal Month: January
Registered Agent: McCollum Advisors, Incorporated
Corporate Addresses
Reg Office:
Reg Mailing:
1930 Abbott Street Suite 403
Charlotte, NC 28203
1930 Abbott Street Suite 403
Charlotte, NC 28203
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/Search/profcorp/12470006 8/3/2017

NortE
T nst°. a.. a
1016297 DUNAVANT 8/2/201
474
TOWNHOMES-REVOLVE
RESIDENTIAL
1016297
su` = x : Dunavant Townhomes Fast Track
Sewer Permit Package
PURPOSE: For your approval
FROM
Mason Greeson
223 North Graham Street
Charlotte, NC 28202
Barry Love
610 E Center Ave #301 I NCDENR -
Room # 3323 I Mooresville Regiona
Mooresville NC 28115 I Office
United States
I ANDDESIGN INC.
RE MARKS
00007
Second Day
„NC jr"NROVVR
OR € ' E F 3, t i SCE
anddesign,com 704
[e-mail]
Please find a Fast Track Sewer permit application package for private sewer
to serve Dunavant Townhomes in Charlotte, NC.
If you have any questions or concerns, please feel free to call me.
Thanks,
Senior Associate J Charlotte l (o) 704,333.0325
Charlotte
A
andDesign nc

Central Files: APS _ SWP
8/7/2017
Permit Number WQ0039390 Permit Tracking Slip
Program Category Status Project Type
. Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
3,800
Facility
Permit Contact Affiliation
Facility Name
Dunavant Townhomes
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Hsm Dunavant LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Tim McCollum
1930 Abbott St
Charlotte
NC 28203
Orig Issue
8/7/2017
App Received Draft Initiated
81312017
Scheduled
Issuance Public Notice Issue Effective Expiration
8/7/2017 8/7/2017
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

FAST TRACK 5
EFt ENIfEEItIN
PERMIT -TEE: -SM Dunav, l t L,1C
PERMIT St.
PROJECT Duna- , nt Townho
ISSUE DATE: August '7w 2,017
proem shall not be con
aerrnit until the Divlsron
rid be submitted in a manner that d{o; omen%, t e Dijivisjonrsreceipt,
CATION
ordancer with CCcndition 7 of
upportingg bocurner'rtat
ci
dray.:r°rlr'iw
Stupksrvetior,'Water Quality Regional Operations' Section at the address at the boil
er flow made tributary
appropriate en,
until a flna, cert,il':i
design caiculiations
o t
dl„ss
s'bat be considered a violati
ent actions. The Permittee s
d, A Final Cert hca
:r egard'.css o
or to consoletarn
ermittrve to
r°tia6 r:c rtif€cations up
e a cemdiete tet ol. record dravw rgs and
rn?ttt,'d.
PrRNUTT E' C RTIFt 14'rION
ur`1+certig`te"a„t agent for the Permittee, het° IN state
e. applicable standards 8 sequ,rernents.
Profes nai E.
rrconstruci.ion 'information to the Perr mace, and the Perrrtitt
collection system permitted herein er portions thr,reof,
Printesct Name, rEt!
ENO
T3 l 'A t tN
hsavin
project name and location as rs erenc boven for the abrav
rny abli fe ta;. due care and diligence was used in the observation of the
construct to was observed to be built within s,ubstanttai compliance of
Division of fir+ag,er" Resources` €Oiviroonl t r a a"cw€,r Minimum Design Crit
construe
s provided
:pared to operate
1996, 'A applfdabble;; to DWiStiorr 5 f irtirn aw
gn iteria t R'thE Fast Track p
s adopted runa:.t 1, 2000, as re)ITl licabie; and othc:r s
arolina Profess=o!°r,yl E,ar,p,'r ear- s Seal wfs,fw"sattilt"t & date.
Partial (include description)
C•ertffic, tion Corrmrrfents/Qualifiers (attach it necessary}:
f North Carcl slap
ucbon of the
> tt e hest of
construction such that the
mit,; 15A NC,A.0 021; the
opted Feb t)oi I ,
Irt inn Station
,rails

October 2, 2018
State of North Carolina.
Department of Environmental and Natural Resources
61€0 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Sanitary Sewer Certification
Dunavant Townhomes
Mecklenburg County
Permit Number: WQ0039390
LandDesign PN: 1016297
To whom it may concern,
On behalf of Revolve Residential, we are providing herewith inspection reports, as built survey, and a final
certification for the Wastewater Collection System to serve Dunavant Townhomes, located in Charlotte, NC,
This final certification package is being submitted to certify the construction and completion of the Duavant
Townhomes sanitary sewer collection system under the fast track permit number WQ0039394, The project
consisted of approximately 284 of 6" PVC gravity sewer. Construction of this system was observed and built
within compliance of the permit,.
Feel free to give me a call it you have any questions.
Respectfully Subm
Mason L. Greeon, PE
Senior Associate
LandDes'ign, Inc,
Enclosures

1016297 DUNAVANT
TOWNHOMES-REVOLVE
RESIDENTIAL
1016297
Dunavant Townhomes Sanitary
Sewer Certification
For your approval
Maxwell Grogan
EMAIL
MGrogan
Tans tat
10/12/2018
00010
moop
4 :�
Mail
nddesign.com
Barry Love
610 E Center Ave #301 NCDENR o
Room # 3323 Mooresville Regional [e-mail]
Mooresville NC 28115 Office
United States
Barry,
Please find the enclosed Final Sanitary Sewer Certification package for
Dunavant Townhomes. We have also sent you a electronic copy via email
for your use. Let us know if you have any questions or may need additiona
information,
Thank you,
Max
MAX GROGAN, PE, LEED Green Associate
Designer l Charlotte I (o) 704,333.0325
Charlotte I Washington DC Dallas l Orlando C San Francisco i t3milder
@Landaesigninc
Mason Greeson (LANDDESIGN INC.)

•
.FoL.R.�d_ � .•.. :'�• F�:. f'ul:•. d0: :•!": 1 '. 4A.
FIELD
REPORT
Project: Dunavant Townhomes
Weather:
Clear
Location: Charlotte, NC
Present
at Site:
William Morris-LDI
Date: January 4, 2018
LandDesign PN: 1016297
Contractor:
Total
Time:
CC:
Comments:
• I was on site today to observe the test on the sewer line and to look at the installed line before it is backflled.
• The entire sewer line has been installed and was pressurized to 4 psi. The line was held for 5 minutes with no
sign of pressure loss. The pressure test passed.
• The contractor was installing the tracer wire on the laterals today while I was on site. The wire has already been
installed on the main trunk line.
• Ail installation looked good and the contractor is free to backfill.
Signed:
**See attached pictures.
/4.1_4
William Moms
LandDesign, Inc.
•.•,)•F?..•,, cGk "�is....res. „ i�i ;+. �(s "> il` ;n..� .. .�. ,:..�. .... otv .j. ;h",e,) •,t 7n; .0..y.7, 7 .'4 ;,,