WQ0040228_Regional Office Historical File Pre 2018

r
FILE
I OY COOPER
Covemor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Hamilton Stolpen, Land Manager
AMH Development, LLC
16905 North Cross Drive
Huntersville, NC 28078
NORTH CAROLINA
Ertir#roramentad Quality
August 21, 2018
Subject: Permit No. WQ0040228
AMH Development, LLC
Rivercross Phase 2A
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Stolpen:
In accordance with your application received August 14, 2018, we are forwarding herewith Permit No.
WQ0040228 dated August 21, 2018 to AMH Development, 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effective from the date of issuance until rescinded and shall be subject to the conditions and Iimitations as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.
C
State of North Carolina 1 Enviroemental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 j Mooresville, North Carolina 26115
704 663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory 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 shallbe final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at (704) 252190 or
via e-mail at ori,tuvia, ncdenr.gov.
Sincerely,
DocuSigned by:
A14CC681 AF27425.w,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCI)EQ
ce: Brian. Smith, P.F. (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PFRCS (E.copy)
Page 2 of 8

1111110.
Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF 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 the
AMII Development, LLC
Lincoln County
for the construction and operation of approximately 2,390 linear feet of 8-inch gravity sewer,
to serve 29 single family lots (maximum of 87 total bedrooms) as part of Rivercross Phase 2A
development, and the discharge of 6,960 gallons per day of collected wastewater into the
Lincoln County existing sewerage system, pursuant to the application received August 14,
2018, 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.
,—DocuSigned by:
`—A14CC681 AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040228
Permit Issued: August 21, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
AMH Development, LLC is hereby authorized to:
Construct, and then operate rr+on certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Killian Creek Regional Wastewater
Treatment Facility in accordance with Permit Number NC0088722.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A .NCAC 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 Carolina -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 is contingent upon compliance with the Standard. Conditions and any Special
Conditionsidentified below,
I. SPECIAL CONDITIONS
I) No flow in excess of the quantity permitted herein, 6,960. GP.D, shall be made tributary to
the subject sewer system until an application fir permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)j
STANDARD CONDITIONS
This perrnit 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 Permittee, a formalpermit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A. NCAC 02T.0104; G.S 143-215.103)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in.
accordance with the conditions of this permit; 1 .5A NCAC 2T; theDivision'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 materials unless specifically mentioned herein. [15A NCAC.
02T,011.0]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A. NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Perrnittee 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.
Page 4 of 8

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 shall 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
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 Iegal 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.
i. 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.
5. 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].
Page 5 of 8

Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part .1 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 U of Form. CS-SSO (or the most current Division
approved form) can also he completed to show that the SSO was beyond control. IG.S. 143-
21.5.1C(a1)11
6. Construction of the gravity' sewers, pump stations, and farce 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. 115.A NCAC 02T.0108(b)1
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 he considered a violation of the permit and shall subject the Permittee 10
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 Ilylaws 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:
a. One copy of the project construction. record drawings (plan 84 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 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 tow 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 he 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
Page 6 of 8

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 per the 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 this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A 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 maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: AMH DEVELOPMENT, LLC..
PERMIT #: WQ0040228
PROJECT: RIVERCROSS PHASE 2A.
ISSUE DATE: AUGUST 21, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page Rooter.
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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of .whether partials have been submitted,
PER;MIITTEE S CERTIFICATION
1, 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, `1"itle Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (� periodically, © weekly, L] 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 wv/signature & date:
Final Partial (include description)
Certification Comments/Qualifiers (attach if' neces
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

STATE OF NORTH CAROLINA
COUNTY OF LINCOLN
This AGREE
Permit No. V)1.-)40 o
DEVELOPER'S OPERATIONAL AGREEMENT
ENT made pursuant to G.S. 143-215.1 (d1) and entered into this
day of
, 2018 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
AMH DEVELOPMENT, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNESSETH:
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 beknown
as
RIVERCRoss PHASE IA a 2A (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.
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 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 and law.
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.
FORM: DEV 11-17 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 yearlybudget.
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
AMH DEVELOPMENT, LLC
MANAGEMENT COMMISSION Name ofDEVELOPER
",inda Culpeppe
Interim Director, Division of Water Resources
(Date)
Bv:ff- azioiw-
(Signature)
Print ame an itle
6/5/18
(Date)
FORM: DEV 11-17
Page 2 of 2

Depart'
State of North Carolina
nt of Environmental Quality
Division of Water Resources
IS,A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING IIOCUMENTATiON
Application Numhe
R cI6"„.I r1 'Nf' r1ENpi V)7a
Ito he completed by
AN items must be commieted or the alit"blication will he returned
APPLICANT INFORM TION:
1. Applicant's name AlMil Deve1cpment.1.6 C (company, mutlicipality, iIOA, u
Applicant type: 1J Individual
0 Federal
Signature authority's name: Har
Title: Land Manager
WOROS
y, etc)
eneral Partnership © Privately -Owned Public Utility
El Other
''ACC 02"1°*0l06(
4, Applicant's mailing address: 16905 NortherorsDrive cite 200
City: flw tersv lle State: NC Zip: 2:807R-
5. Applicant .'s cuttlaei ittfvrrt aLion:
Phone number: (704) 197-66319 Email Addressl� tr l ertt`i tha„t°.i c;
PROJECT INFORMATION:
I . Project name: Rivercruss - Phase 2
2. Application/Project status: proposed (New Perrxtit) El Existing' Perntit/Project,
1f a modification, provide the existing perrnit mnner: WQOO and issued date:
1f new construction but part of a master plan, provide the existing permit number. kVQ00
3. County where project is located: Lincoln
4, Approximate Cwoordinates (Decimal Degrees): Latitude: 35 4648 Longitude:-80,9972'
5, Parcel ID 0/applicable): 4602-49-S449
(or Parcel iD to close:' downstream sewer)
Hi. CONSULTANT iNFOR'MATiON:
l . Professional Engineer }3rian D. Smith License Number 27} 90
Firm: Urban Design_Panters, I.,L(.
Mailing address: 13l8-F6 Central Ay tine
City: Charlotte State: NC Zip: 2R205-_
Phone number: (704) 3 34-3303 Email Address: Ltrittnfer}trrlr tntirsigrtpartners corrn
S'TEV ATER TREATMENT FACILITY (WAIF) INFORMATION:
1, Facility Name. Killian Creek Treatment Permit Number: NC O0R5+72.2
Owner Name: Lincoln County'rria%�
RECEIVING DOWNSTREAM SE 'ER INFORMATION (if different than W"'('4`TF):
1. Permit Number(s): WQ��
System Wide Collection System Permit Number(s) (if app1icahlc}: WQ(S00149
Owner Name(s): Lincoln Coui y_ t
Downstream (Receiving) Sever Size: 8 i
FORM: FTA 04-16

GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a ("crrikieate of Public Conks
El Yes ❑No ZNIA
if the Applicant is a Developer of lots to be sold, has a Dev
lithe Applicant is a 1trrrrt Pr���ctt1 C)watr r
faience and Necessity laeen attached?
der°°s Q,Mrali0MII Agreeriaentw(1 ORM.mCJ ..) (eery attached?
Yes ❑No ❑Nr`A
oration 3r is tar1?per ationu Ag ecmen (1 t 1RM :..,FiOA been attached?
El Yes ❑No ®N/A
4. C.)r-tPin of v,as'tewater; (check all that apply):
® Residential C4wncd ❑ Retail (stores, centers, malls)
❑ Residential (..,cased ❑ Retail with food. prelbara.tionlscrvicc
El School / preschool I day care ❑ Medical tr dental yeteritaary faciiltit
El Food and drink facilities ❑ Church
® Businesses I offices 1 tactoi es Nursing Horne
Nature of wastewater : l00 Domestic/Commcrcia
Commercial
n°o Industrial (See I SA NC AC 02r (003(20))
is tlaet°c tt Pretreatment. Program in effect?
Has a Flow reduction been approved under ,I ' \
Tf l°es, wide a copy of flow ,reduction approval !et
water generated by project:
Establishment Type (see 02T.0114(1))
sident.ial. Single Family lots
a See 1,5A, NCA, 02T,01.14(b)r fd (ri
dwelling; proposed unknown non -re
areas, and residential property locates
as defined in
Wash
andlor Motels
min,g Pool /Chibhouse
ming Pool/Filler Backwash
lther (Explai.n in Attachment)
Yes li No
F 14,(1)°? ❑ Yes No
Daily Design Flow °`b
Flow
6,960 GPD
GPi)
GPD
GPD
GPD
GPI)
Total 6,960 GPD
I,) and (e)(2) for caveats to wastewater de itta f taw rates (i.e., minimum flow per
lential development US CS; public access facilities located near high public use
.oath or cast of the Atlantic Intracoastal Watcrwav to be used as vacation rentals
b Per. 155A NCA(: 02T A/1 14(c), desigaa flow rates for est;ablishtne
be deterenined using available flow drata water arcing ti ttures, oc.c
Wastewater generated by project: (1,960 (iI D (per IA
Do not include Iul:ure flows or previously permitted allocatrtrns
11permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in str
Q Flow has already been allocated in Permit Number:
El Rehabilitation or regal
El Other (Explain):
s not identified Fin table _I5A NCACC 021,0114] shall
pancy or operation patterns, and other measured data.
I.4.G
of existing sewer with no new flow expected
o this Bine
'ETA 04-16
Page 2of5

GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02`l` 0311l5 & MD
1. Summarize gravityrt sewer to be permitted:
Section II & I11 o.fthe MDC for Pan of C`irrarrity Sewers contains iaafoanttation related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing Tines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (It` Applicable) — 02T .0105 & MDC (Purnp Stations/Force IN ainls)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): I. ,at
3. Design flow of the pump station: ,_-
4. Operational point(,) of the pump(s): gallons per minute at feet total dynatrric head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
nn
Longitude:
to day (firm capacity)
Power reliability in tcctircl trace ith 1 ,1 NL AC 02;`l 0305(h)(1j:
audby power source or pttattlt tt°ath automatic activation and telemetry - I5A NCAC 02T ,03305(kt)(h)(B),
Required for all pump stations 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 averag
15,000 gallons per day:
❑ Portable power source with manual activation, quick-connect.iocet reeepracle and telemetry - I3A NC,�
(.).305(1.1)( I )(C)
or
Portable pumping unit'with plugged emergency pump connection and telcmet
NCAC 0.2T
It shall be demonstrated to the Division that the potable source is tatsrtted or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations.
storage capacities and the rotation schedule of the portable power source or pump, inelttrling travel titttefraotes„ shall be
provided in the case of a multiple station power outage.
FORM: ETA 04-'I 0
Page 3 of 5

iX. SETBACKS & SEPARATIONS — (02B .0200 & i SA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15. _NC,AC" 02 p,0305 t1,,_(L)
15A NCAC 02T.0305(f) contains minimum separations that shall be provided f€n
Setback Parameter*
other utt below (vertical)
lities not listed bel€,
water over seve r 'including in benched trenches)
torm sewers and
horizontal)
d water lines (vertict
cd over sewer)
ed water lines (horizontal - reclaimed over sewer)
sew
*Any private or public water supply source, including any wells, WS-i waters of Class 1 or
Class 11 inpounded reservoirs used as a source of drinking water
tiled WS (except W S-I or WS-V), B. SA, ORW, HOW, or SB from normal
id e eteti atit ) and wetlands (,see item IX.2)
*Any other stream, lake, irnpouudmen't, or ground water lowering and surface drainage
ditches
bu
baser
u
Top slope of embankment or cuts of 2 feet or more vertical height.
Drainage systems and interceptor drains
vi
final earth grade (vertical)
15A NCAC 02T.0305() contains alternatives where separations in O2T.030
**Stream classifications can be identified using the Division's NC Sur
If noncompliance with 012T.030LJLoor (ILL see Section X of this application
stems:
Separation Rc uire
2.4 it
nchcs
10 feet
18 inches
2 feet
100 feet
50 feet
10 fi
5 feet
I 0 fe
10 feet
achieved.
tn'ebpage
Does the project comply with separation requirements for wetlands? (50 feet of separation)
✓ Sec the Division's draft. separation requirements for situations where separation cannot be 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
Does the pro.
▪ This woi
❑No
:ornply with all setbacks found in the river basin rules per 15A NCAC 02H 02O0? Yes © No
elude Trout Buffered. Streams per 1 5_h NCAC =2,H 0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
Yes 0 No
Wetland -related peril its shall be requested, obtained, and adhered to for projects that atttpact wetlands or surface waters
Information can be obtaine€'l from the 401 & Buffer Pcrtnnttj?rg Branch
Does project comply with 15A NCAC 12T O1Q,5L1(() (addonal perms/cections)? Yes No
Per 15A NCAC 021' 0105jc)(61, 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"a"
Per 1 NCAC 02T,0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhanks that is subject to erosion that undermines or deteriorates the sewer.
0 Yes No
Tf yes, include an attachment with details foe- each line, including type (aeri
High priority lines shall be inspected by the perrnittee or its represcnta
inspections documented per 15A NCAC 02T.040.3(a)(;) or the permitee's individual System -Wide Collection permit.
erial, and locatio
st on
cry six -months and
FORM FTA 04-16
Page 4 of5

X. CERTIFICATIONS:
1. Does the submitted system comply with 1 A NCAC (.
and Force Mains (latest vets' rt), and the ctavikv gyc^t
Yes
Minimum Des
runt Design C i
No
°titerrr
tt Oates
g of Pump Stations
'cable?
if No, complete and submit the VariancelAlternativc Design Request application (VADC 10-14) and supporting documents.
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting;
documents.
Proft:ssional Engineer's Certificati
BRIAN D SMIT
(.Professional Engineer's name from Application Item iI
attest that this application for
has been reviewed by me and is accurate, cornpl.ctc and consi;tcnt with the information supplied in the plans, specificatrtatts,
engineering calculations, and all other supporting documentation to the hest of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this su.bnaittal package, inclusion of these materials under my signature and seal signifies that '1 have reviewed this
material. and have judged it to he consistent with the proposed design.
NOTE — Irt accordance with General Statutes 143 2➢.5,6A and 143-215.6B, any person who knowingly makes any false
statement,. representation, or certification in any application package shall be guilty of a Class 2 niisdem.eanor, which may
include a tine not to exceed S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(h).
Hamilton 'Stolpen - Land Manager
(Signature Authority's. name & title f
Application Item
that this application for
has been reviewed by me and is accurate and cot mplere to the best of niyknowledgc. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I 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 include civil penalties,
injunctive relief, and/or criminal prosecution. M will make tlo claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all. required parts of this application package arc not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete_
NOTE -- In accordance with General Statutes 143- 21 ti Ca A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification. in any application package shall be guilty of a Class 2 misdemeanour, which may
include a fine not to exceed SI0,000 as well as civil penalties up to S25,000 per violation.
Signature:
Date' 6/5/'I fi
FORM: FTA 04-16
Page 5 of 5

• 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 an Amended a Annual Report form • Print
a Pre -Populated Annual Report form
Limited Liability Company
Legal. Name
AMH Development, LLC
Information
Sosld: 1538043
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 8/18/2016
Fiscal. Month: December
State of Incorporation:
DE
Registered Agent: CT Corporation System
Addresses
Reg Office 'Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 30601 Agoura Road Suite 200L
Raleigh, NC 27615 Raleigh, NC 27615 Agoura Hills, CA 91301
PrincipaL Office
30601 Agoura Road Suite 200L
Agoura Hills, CA 91301
Company OfficiaLs
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
David P Singelyn
30601 Agoura Road, Suite 200L
Agoura Hills CA 91301

Division of Water Resources
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: AMH Development, LLC
Project Name for which flow is being requested: Rivercross - Phase 2A
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 #: NC0088722
All flows are in MGD
c. WWTP facility's permitted flow 3.35
d. Estimated obligated flow not yet tributary to the WWTP 1.587
e. WWTP facility's actual avg. flow 1.133
f. Total flow for this specific request 0.007
g. Total actual and obligated flows to the facility 2.727
h. Percent of permitted flow used 81.40%
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 / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
#15B 1.856 0.742 0.000 0.219 0.219 0.523
* The Firm Capacity 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.
*** 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: WQCS00149
Page 1 of 6
FTSE 04-16

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 indicates acceptance of this wastewater flow.
Signing Official Signature
f012Oco
Date
Page 2 of 6
FTSE 04-16

ROY COOPER
MICHAEL S. REGAN
S(r:row y
S. JAY Z[MMERMAN
Director
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:
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 flow 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 p Environmental Quality
1617 Mail Service Center p Raleigh, North Carolina 27699-1617
919-707-9000

If you have any questions, please contact me at [phone], or via email at
[e-mail].
Sincerely,
for S. Jay 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)

USGS TOPOGRAPHIC MAP
LOWESVILLE/LAKE NORMAN SOUTH QUADRANT

STREET MAP

1318-e6 centraz ate. P 704.334.3303
charlotte, nc 28205 F 704.334,3305
urbandesi7fpartners.com
Date: June 11, 2018
To: NCDEQ
Attn: Fast Track Sewer Permitting
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Rivercross Ph 2A
UDP Project #: 18-001
To whom it may concern,
The attached Fast Track application is being submitted for a proposed residential development,
referred to as Rivercross Phase 2A, 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 fines related to this application will serve 29 single family lots. The
flow allocation for this development is 240 GPD per unit, for a total of 6,960 GPD.
The following items are included within the submittal package:
• Application fee amount ($480.00)
• Completed FTA 04-16 application
• FTSE 04-16 Flow Tracking/Acceptance Form
• 7.5 USGS Quad Map
• Street Level Map
Please feel free to contact me via email (brian@ r radesignpartners.crrn or by phone at (704)
334-3303x102 with questions pertaining to Reafield.
Thank you,
Brian D. Smith, P.E.
Partner
Urban Design Partners
GtNFFFUNO L. tit", Pt QI`1NPN C"v