WQ0041668_Regional Office Historical File Pre 2018

15A NCAC 02"T
ources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SE'iA1ER SYSTEM EXTENSION APPLICATION
t'7`A 04-16 & SUPPORTING DOCEMENTATION
Applieatican Number:
All items must he completed o
APPLICi NT INFORMATION:
1. Applicant's rt rrtae:M
Ilea ion
iss Development TRS, LLC (compel
VR)
d
4'REcSIVt:i tNCD NR �Wl
i 4t.,04.0
Applicant type: xidual ® Corporation E] General P'artncrship Priva.tcly-Owned Public Uti
El Federal State/County L] Municipal
Signature aurlatarity°'s ttutrse: _lose Luis per 1.5A NC'.\(, 07'1bf h)
"Title: VP of .Land Develo,I7tnent
4. Applicant's mailing, address_ 16905 Notil„i •e Saute
City: HuntersState; NC Zip: 2 07I
Applicant's contact inhumation:
Phone number: [phone] Emai
4r.catn
Other
I.I. PROJECT INFORMATION:
1. Project name: Rivercros, - Ph*ase 2l3
2, Application/Project status: tE :Pro -ed. (Ness Permit) [ Existing I erraait'Pro
Ifa modification, provide the existing permu rtuanber: AVQ00 _ and issued date:
If new construction but part of a master` plan, proside tlae existing permit number: WQ00
3. County where larojeel is located: Lincoln
4, A.pproximate CoordinaDegree. L,alilude: 35..464
5, Parcel. ID (if applicable 4602 49-5449
(or Parcel ID to closest t1ownstream sewer)
NSULLTANT' INFORMATION:
Professional Engineer: Brian. D. S,rtaitli I..ieen
Firm: Urban Design Partners, L1.,C
Mailing address: 1'31 ti Central Avenue, Suite E6
City: Charlotte State: NC
Zip: 28205-
Number: 27890
Phone number: (704) 3334-3.303 Email Address:
IV. WASTEWATER 'RLATMENT FACILITY (WIFF) LNFOR'
I, Facility Nance: Killian Creek Treatment: Plan
Owner Name: Lincoln County Public Works
bandest�n
80,9972_;
:om
be
NC 00SS722
V.. RECEIVING DOWNSTREAF'st SEWER INFORMATION' (if different than WWTF):
1., Permit Nunaber(s): AVQ.
System Wide Collection S °stet x_
Downstream (Receiving) Sewer Size: 8 inch
ra abea s (il�aappltc3ble : V QCS001.49
Owner Nam.e(,): Lincoln County Public Works
ttaA'L oFr:'
FORM: FTA 04-16

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A •
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑NIA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
) Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(1)? ® Yes
> 1f yessprovide a copy of Clow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
- - ❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow'.'
No. of Units
- Flow
Residential Single Family Lots (3 bedroom)
240 gal/day
20
4,800 GPD
Amenity Clubhouse
6,000 gal/day
1
6.000 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total •
10,800 GPD
a See 15A NCAC 02T _01 14(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: „ GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

GRA' 'IT4 SEWER DESIGN CRITERIA (If Applicable) 02T .031)5 & MDC (Gravity Sewers):
Summarize gravity sewer to be permitted:
• Section II III caf`the MDC
Section III contains iinfornnati.
• Oversizing lines to meet mini
r Perm
ting of(iravity Sewvers contains
d to minimum slopes for gravity scwe
urn slope requirement is not allowed and a v
Lonna
related to tiesien criter
tion of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02"I; ,03()5 & MDC (Pump Station s Ia`ta,rceMains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1 Pump sttation txtataaba r ear nataae:
Approximate Coordinates (Decimal Degreesi: Latittaale: I otagittsde:
3„ Design tlow of the purup station: ns per day (.fin n capacity)
4. Operational point(s) of the puna.p(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be perrlaitted (for this Pump Statio
C. Power reliability in accordance with .1
0 Standby power source or pump with automatic activation zuad t lenactay - 15A NCAC 02T .030 (ho 1)('B);
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
✓ Must be permanent to facility
Or if the pump station has an avera e datly
El Portable power source 'with manual arc
.0305(11)(1)(C;)
or
El Portable pumping unit with pl
flow less than 15,000 gallons per day:
ivaticata, eltaick-connection receptacle and te'lemctty 1SA NCAC 02T
y pump connection and telemetry - 15A NCAC 02T .030501)(1)(C.):
It shall be demonstrated to the Division that the portable source is owned or contracted by th.e applicant (draft agreement)
and is compatible with the staatiota._
If tlte. portable power source or primp is dedicated to multiple pump stations„ ara evaluation eaf all the pump sttations'
storage capacities arad the rotation schedule of the portable power source or pump
provided in the case of a multiple station. power outage.
hal
FORM: PTA 04- 16
3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 1.5,A NCAC 02T .030,5(0):
1. Does the project comply with all separations found in 15,A NCAC o2T 03050) & (10
15A NCAC 02T,0305(1) contains minimum separations that shall be provided for sewer systems:
Setback Parameter* SepaLdtion Requirc(
um s vers and othcr in es not lislcd bck
lams ertical-water over sewer 'lie --ud' rg m benched trenches-
Vater mains (horizontal)
eclaimed water lines (vertical - reclaimed over sewer
Reclaimed water lines (horizontal - reclaimed over sewer)
E Yes;
24 inches
18
fee
8 rnches
2 feet
*Any private or public water supply source, including any wells, WS-I waters of Class 1 or
:lass II impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-1 or \VS-V), B, SA, ORW, HQW. or SB from normal
high r tide cle a and wetlands (see nen IX.2)
**Any other stream, lake, itnpoundtuent, or ground \ a er lowering and surface drainage
ditches
Any baser e
Top slope ofemhanknicnt or cuts
Drainage systems and interceptor drains
Any swimming pools
r more vertical height
100 feet
10 feet
5 feet
feet
1-e
- fee
Final earth grade (vertical) 30 inches
15,A. NCAC 02T.0305W contains alternatives 'where separations in 02T,0305f f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0.30.5.(1) or (gi. see Section X of this application
2, Does the project comply with separation requirements for ‘vetiands? (5:0 feet of separation) Yes
See the Divisions draft separation requirements for situations where separation cannot he meet
'.- No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected.
N/A
3, Does the project comply with setbacks found in the river basin rules per .15A 02B ,0200? N/A
> This WOUld include Trout Buffered Streams per 1,5A NCAC 20,0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained front the 40 /-/ Buffer Permitting Branch
Yes El No
5. Does project comply with 15A, NC,A1,:;/ 02T.0195(cifk) (additional permits/cern fictitious)? E Yes No
Per .1,5ANC,ACO21.0105(c)161, directly related environmental permits or certification applications 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, stormwater management plans. etc.).
6, Does this project include any sewer collection lines that are deemed "high -priority'?"
Per -I5.A 'WAG 021.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
El Yes
No
N/A
If yes, include an attachment with details fot each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15.A NCAC 02T,0403(a)(5) or the permitee's individual Systtrn-Wide Collection permit.
FORM: VIA 04-16 Page 4 of 5

CERT1.CATIO S:
1. Does the submitted system comply with t5 I,, NCAC 021 the Mint rttt¢ttt 1)e i era (::`rit ria or the 1?citttittizf a
and .Force Mains (latest version), and the . ravity Sewer 141inara't arr 17 .Siftt C ast f' {t lttl stv et lion) as apl>licab
El Yes
If No, complete and subminativc Design Request application (VAf)C 10-14) and supporting documents
for review, Approval of the request is required prior to submittal of the Fat Track Application and supporting
documents.
Prof&
Brian D. Smith
Professional Engineer's name from' Applieatic
application for
has been reviewed by me and is accurate, complete and consistent wvitlt the infeartatautton supplied in the plans, specificattons,
engiaaeerirtg calcanations, and all other supporting documentation. to the best o'f tray knowledge. 1 further attest that to the best
of arty knowledge the proposed design has been prepared in accordance with tht: applicable regulations, Gravity Sewer
Minimum Design Criteria for Cara:vity Sewers (latest version aarad the Mirti'ratmt Design Criteria for the least -"Track
Permitting of Pump Stations and Force Mains (latest, version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and sell sign.ifres that 1 lra�=c rL ie cd alai:
material and have judged it to be consistent. with the proposed design,
NOTE -- In accordance )with Cienetral Statutes 143-215.6A and 143-215,6B, .any person who knowingly makes any false
statement, representation, or ceri!fication in any application package shall be guilty of a Class 2 misdemeanor, which may
istclode a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation..
North Carolina Professional Engineer's seal, signature„ and date:
Applicant's Certificeatictt per 15A NCA.0 02T .01(
1 Jose Luis, as VP of Land Development ofAMH Rivercross Dev
sewvua exte.tasion
ent TRS
LC
04,13.2020
attest that this application for
has been reviewed. by me and. is accurate and complete to the; be tat atay knoww°ledge, 1 understand that if all requited parts of
this application are not com.pletcd. and 'that if all required supporting docuutaentatit n and attachments are not inept¢. d, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from this non -
discharge system. to surface waters or the land will result in. an immediate enforcement action that may incluide civil penalties,
injunctive relief, andlor criminal prosecution, 1 will ina.ke no claim against the Division of Water Resources should a.
condition of this permit be violated. 1 also understand. that if all required parts of this application package are not completed
and that if all required .supporting into rmtation and attachments are not included, this application package will be returned to
me tis incomplete.
NOTE — In accordance with Crctacral statutes 143-215.6A and 14:m215 6B, aray persan wvlto knowingly 'takes an false
statement, representation, or ccmhcatit' in any applicationpackage shall be gtuil ° of a Class 2 misdemeanor, which tt ay
include a fine not to exceed $10,0001 as well as ciw=il penalties up to $25,000 per
Signature:
Date: 4-1 -2020
CORM:1T,A04-1(i
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation:
AMH Rivercross Development TRS
T T n
Project Name for which flow is being requested: Rivercross - Phase 2B
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: Killian Creek WWTP
b. WWTP Facility Permit #: NC 0088722
All flows are in MGD
c. WWTP facility's permitted flow 3.35
d. Estimated obligated flow not yet tributary to the WWTP 1.647
e. WWTP facility's actual avg. flow 1.262
f. Total flow for this specific request 0.011
g. Total actual and obligated flows to the facility 2.920
h. Percent of permitted flow used 87.16
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) (fl) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
15B WQ0032852M 1.856 0.742 0.000 0.398 0.398 0.344
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Lincoln County Sewer System
Downstream Permit Number: vklQCS00149
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Donald V. Chamblee 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
li(t2( w
Date
Page 2 of 6
FTSE 10-18

Resources
February 1, 2017
Chris Henderson
Engineering Associate
Lincoln County Public Works
115 West Main Street
Lincolnton, NC 28092
Subject: Killian Creek WWTP, NPDES # NC0088722
Residential Flow Reduction
Lincoln County
Dear Mr. Henderson:
ROY COOPER
(7.)ier-,rr>r°
MICFIAEL., S. REGAN
SCC t'f'T(fl '
S, JAY ZIMMERMAN
!"kirect
On January 29, 2007 the Division of Water Quality (now Division of Water Resources) granted a
flow reduction for residential flow to Middle Forney Creek WWTP (NC0074012). Middle Forney
Creek has been decommissioned and the NPDES permit rescinded. The flow previously being
treated at Middle Forney Creek WWTP is now being treated at Killian Creek WWTP. All areas
currently served by Killian Creek WWTP and conveyed through pump stations # 15 and # 37
were included in the analysis done for the flow reduction granted in 2007.
Based upon the data provided by the County for the 2007 flow reduction, the Division of Water
Resources hereby approves the use of 80 GPD per residential bedroom, with a minimum of 160
gpd for one and two bedroom units in all applicable non -discharge permit applications to Killian
Creek WWTP (NC0088722). Flow shall be incremented by 80 gpd for each bedroom above two.
Regardless of the adjusted design daily wastewater fiow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility of exceed
the capacity of the sewers downstream of nay new sewer extensions or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and /or modifying the flow reduction as allowed by the laws, rules, and regulation
contained in 15A NCAC 02T, NCGS 143-215 1, or as needed to address changed in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
State of North Carolina Environmental Quality
1617 Mail Service Center N Raleigh,' North Carolina 27699-1617
919-707-9000

If you have any questions, please contact me at [phone], or via email at
deborah,gore@ncdenr v.
Sincerely,
for S. pay Zimmerman
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc: Mooresville Regional Office, Water Quality Regional Operations
Central Files: NC0088722
PERCS (electronic copy)

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document. Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form •
Print an Amended a Annual Report form
mited Liability Company
Legal. Name
AMH Rivercross Development TRS, LLC
Information
Sosld: 1656499
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 1/24/2018
State of Incorporation:
DE
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615 Raleigh, NC 27615
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

USGS TOPOGRAPHIC MAP
LOWESVILLE/LAKE NORMAN SOUTH QUADRANT

STREET MAP

STATE OF NORTH CAROLINA
COUNTY OF Lincoln
Permit No. WO1 tl B
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 1 3th day of
April 2020 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
AMH Rivercross Development TRS, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Lincoln County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Rivercross Phase 2B (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 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 formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) Rivercross Owner's Association (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of 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 andrepair.
b. 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 plans and
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 andlaw.
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 name
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 andDeclaration.
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.
TnnrS. rnn'r 1 t 1ti n,.,..,. 1 „c

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 DEVELOPER 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 mayrequire 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 apermit.
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.
10. 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
MANAGEMENT COMMISSION
Linda Culpepper
Interim Director, Division of Water Resources
(Date)
AMH Rivercross Development TRS, LLC
Name of DEVELOPER
By: e•-•g- ,Lr.
(Sign ture)
Jose Luis, VP of Land Development
Print Name and Title
4-13-2020
(Date)
TTnn 11 N. TNT 7 1 1 1 ^7
ra- ..ram

P 704,3::+ „,.3303
F 70,4„'334.3305
REC
Date: April 13, 2020
To: NCDEQ
Attn: Fast Track Sewer Per fitting
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Rivercross Phase 28
UDP Project #: 18-001
To whom it may conc
WOROS
The attached Fast Track application is being submitted for a proposed residential development,
referred to as Rivercross Phase 2B. The site is located near the intersection of Triangle Circle
and NC 16 Business Highway in Catawba Springs, Lincoln County, North Carolina. The
proposed public gravity sewer lines related to this application will serve 20 single family homes.
The flow allocation for this development is 240 GPD per unit, for a total of 4,800 GPD.
The following items are included within the submittal package:
• Application fee amount ($480.00)
• Completed FTA 04-16 application (original & 1 copy)
• Documentation of registration with the NC Secretary o
• FTSE 04-16 Flow Tracking/Acceptance Form
• USGS Topographic Map
• Street Level Map
• Developer's Operational Agreement (DEV 11-17)
Please feel free to contact me via ernail (brian@urband i n rtners.com or by phone at (704)
334-3303x102 with questions pertaining to this project.
Thank you,
Brian D. Smith, P.E.
Partner
Urban Design Partners