WQ0043389_Application (FTSE)_20221110

NC Dept of Environmental Quality
State of North Carolina
DW.R Department of Environmental Quality
NOV 10 2HZ Division of Water Resources
Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
RHlejA Regional Office VIA 06-21 & SUPPORTING DOCUMENTATION
Application Number:_ V V� 00_4_�3 (Ej (to be wmpiv d by bwR)
All Items must he com leted or the M 3ieation will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ECO TIP West C (company, municipality, HOA, utility, etc.)
2. Applicant type; ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name; Kirk Bradley per i 5A NQ;C_Q2 [L0!O b1
Title: Manager
4. Applicant's mailing address: 603 Carthage Street. Suite 120
City: Sanford State: NC Zip: 27331-__
5. Applicant's contact information:
Phone number: ( 119 895-6001 Email Address: kbradlevOlmoc. net
U. PROJECT INFORMATION:
1. Project name: AMAR 5814 & 1175 Initial Infrastructure
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0043389 and issued date: 517i22,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3, County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.623 1: Longitude:-79.0508'
5. Parcel ID (if applicable): 5114_ . 91175 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Jeff Foster License Number: 029291
Firm: CE GrouL Inc
Mailing address: 301 Glenwood Ave. S� uite 220 q * �11
City: Ra_ lei¢h State: NC Zip: 27603- , ` _ 51 r
Phone number: [phone] Email Address: IcKePcegrouutrtc.com �`
css��� rN
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 9z�
I. Facility Name: Biguffalo WWTP Permit Number: NCO024147
Owner Name: 91t -Vf Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
L Permit Number(s): WQ0043189
2. Downstream (Receiving) Sewer Information: 36 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable) WQCS00047
Owner Name(s): Citv_af Sanford
FORM: FTA 06-21

VL 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! EV been attached?
® Yes [:]No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an ! QA/POA Operational Agreement (FQBM-. HQA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes [--]No to N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °/° Domestic % Commercial — - % Industrial ee 15A NCAC 02T .01 LM?
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
G. Has a flow reduction been approved under I5A NCAC 02T .QI 14 ? ❑ Yes ❑ No
D if esprovide a copl of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01I4(i)) Daily Design Flow'" No. of Units Flow
General Business and Office Facilities 25 gallshift 211 5,275 GPD
Warehouse 100 gal/bay 103 10,300 GPD
gal/ GPD
gal GPD
gal/ - - - GPD
- gal/ - -- GPD
Total 15,575 GPD J
a See 15A NCAC 021' .01 14(b)- (d1. (e) l) 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-. 42A-4)-
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC.02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 15,575 GPD (per 13A_NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: -. Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
1'UkN1 V1 A, Of) 2 1

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
14
8
2,980
DIP
125
DIP
i -
Section 1I & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirements Is not allowed and a violation of the MDC
VIFI. PUMP STATION DESIGN CRITERIA (If Applicable) 02T.03135 & MDC Pu nip St ations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAQC FOR EACH PUMP STATION INCLUDED IN THIS PR R-CT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: -. Longitude-
3. Total number of pumps at the pump station: _
3. Design flow of the pump station. — millions gallons per day (Firm capacity)
y This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational points) per pump(s); _ — gallons per minute (GPM) at feet total dynamic head (TDH)
5 Summarize the force main to be permitted (for this Pump Station):
I Size (inches) I Length (feet) I Material I
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSI:M Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCACQ2T .0305(h)L):
❑ Standby power source or ❑ Standby pump
D Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(I)(B)',
➢ 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2TA305(h)(1)(C)-
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
fl Include documentation that the portable source is owned or contracted by the applicant 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, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM l l !\ 06 ')1 P,G£e 3 o

i[a
SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(I)):
1. Does the project comply with all separationslaltematives found in I-5A NCAC QZJ QV5M ? ® Yes ❑
No
15A NCAC 02T.0305(i) contains minimum separations that shall_b_ a provided for sewers stems:
_ Setback Parameter* _ Separation Required
Storm sewers and other utilities not listed below (vertical) 18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches) 18 inches
'Water mains (horizontal) 10 feet
Reclaimed water lines (vertical - reclaimed over sewer) 18 inches
Reclaimed water lines (horizontal - reclaimed over sewer) 2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands. 100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2) 50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation (horizontal) 5 feet
Any basement (horizontal) _ 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
_
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade (vertical) J 36 inches
If noncompliance with UT.0305.if) or (0), see Section X.I of this application
* ISA 1d :6C O SW contains alternatives where separations in Q [i 1; {Q cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
*'Stream classifications can be identified using the Division's _ Lirfacc W4L r C'lassif-icationj wcl pap
2 Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N. A
If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [-]No ❑ N`A
Pleasr, provide supplementary information identifying the areas of non-conformance.
D Seethe Division's tit &Sqaratioft ream Mients for situations where separation cannot be met.
D No variance is required if the alternative design criteria specified is utilized in design and construction.
4 Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Haw ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A N:_A[' 02 it .0200 ® Yes ❑ Na,.
Y This includes Trout Buffered Streams per 15A NCAC 213. 22002
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
D Please provide the permit numberlpermitting status in the cover letter if coverage 'authorization is required.
6. Does project comply with 1 SA NCAC 02'T-4105(c)[6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02 i. w5(clf 6), directly related environmental permits or certification applications must be 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.).
Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02'i_.0402. "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interferencelcontlict boxes require a variance approval.
D If yes, include an attachment with details for 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 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORI-t. 1-1 A 06 21 I'al!r 4 of S

X. CERTIFICATIONS:
Does the submitted system comply with UA NCAC: 1, the Afinimu i _jigil C 'feria err the Permuli of P Lnp_ tatir
and Force Mainl-(latest ve sion and the Grtivity Sewor Mini m Design Crite.6a (latest version] as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office Approval of the request will be issued,
Sonturrently with the anproval of the ermit and Projects reguiring a variance approval may be subject to longer
review times. For grolects rtguiring two or more variances or where the variance is determined bJ the Division to be a
sieniffcant portion of the orofect the full technical_ review Is required.
2. Professional Engineer's Certification:
1, �Enal�+ +E, , attest that this application for A . $ {4�L ! rJ I{'j/A t_(ProfesEngine - name from A lication Item III 1.) (Project Name Firm Application Item 11.1)
has been reviewed by me and Is accurate, complete and consistent with the information supplied in theme plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further
attest that to the best of my knowledge rite proposed design has been prepared in accordance with the applicable regulations,
Minimum Dest gn_trtril to f Gf#vile 5ewe latest ve i n , and the �ltni nunt.Desi n riteria Cot F9kt-Trick Pcr>srlittin�
4P(tnln Statiuos art !Force Mains atg v rat . Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000. as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
•,t��iN 09Jjij, .
North Carolina Professional Engineer's seal, signature, and date: ••�` •(Fk CA PO 0��i
• ` ►,
pp
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ttxx
• Ott
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i
3. Applicant's Certification per 15A NCAC 02T .0106(b);
1, Kirk IJradler _ F attest that this application for AKPAR 5814 & 1175 Initial Infrastructure
(Signature Authority Namem Applicatio
fron Item 13.)(Project Name from Application Item 11 l)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, flits application package is subject to being resumed as incomplete. I understand that any
discharge of wastewater from this nun -discharge systcin to surface waters or (fie land will result in an immediate entorcemem
action that may include: civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of tins permit be violated. I also understand that ifall required parts ofthi.s application
package are not completed and that if all required supporting infomiation and attachments are not included, this application
package will be returned to me as incomplete.
NOTE In accordance will, General Slatiues t4�4.7JL.6A and 14I-215,f313, ally person who knowingly makes ally false
Statement. representation, or certification in any application package shall bt: guilty of a Class 2 misdemeanor. which may
include a line not to exceed S 10 000 as wclf ;is civil pe,talliew up to 25.000 per violation.
Signature: Date. T. 1 S % }u } 1
FORyl rI A 06-2 t

DocuSign Envelope ID: FSEFE7A1-23B6-496D A600-290FBE2ECIFA
NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
Nov 10 2022 Division of Water Resources
Raleigh RegionallUdii l'racking for Sewer Extension Applications
Division of Water Resources (FTSE 10-18)
Application Number: I FT-348
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: ECO TIP West, LLC-AKPAR 5814 & 91175 InitialInfrastructure (MODIFIED)
More than one FTSE may be required for a single project if tite owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit ##: NCO024147
A11 flows are in MGD
c.
WWTP facility permitted flow:
12.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
1.8916
e.
WWTP facility's actual average flow:
4.1390
f.
Total flow for this specific request:
0.01558
g.
Total actual and obligated flows to the facility:
6.0462
h.
Percent of permitted flow used:
50%
Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
Pump
Station
(Name or
Number)
(A) (B) (C)
Pump Firm Design Approx. Obligated.
Station Capacity Average Current Not Yet
Permit Daily Flow' Avg Daily Tributary
Number 1Fimtlnft. Flow, Daily Flow,
MGD MGD MGD MGD
M)=(B+C)
Total Current
Flow Plus
Obligated
Flow
NIGD
(E)=(A-D)
Avadabtc
Capactly
MGD
Shaddox Creek 4WQ0039653 27000 10800 0.1570 00156
01725
0.9075
liughes_Creek
0.2350 0.9403 0.1382 00000
0.1382
0.8021
Gum Fork
0.9994 04003 0.1109 0.1147
0.2256
0,1747
Little Buffalo
6.3648 2 5459 1.3046 0.7816
20863
0.4596
zBig Buffalo
HNIA NN:'A MA AN.,A
NN.,A
#N,A
x
llN.-'A #N+A MA `N. A
MA
MNIA
I. 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.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. A Planning Assessment Addendum shall be attached for each pump station located between
the
project connection point and the W%VTP where the Available Capacity is S 0.
Downstream Facility Name (Sewer): City of Sanford Collection System
Downstream Permit Number: WQCS00047
Page 1 of 6 FTSE 10•i8

NC Dept of Environmental Quality
CE GROUP
August 8, 2022
NCDEQ/DWR
Water Quality Section
Fast Track Unit
3800 Barrett Drive
Raleigh, NC 27609
Re: Moncure TIP West (AKPAR 5814 & 91275 Initial Infrastructure)
Private Sanitary Sewer Extension Permit Modification (WQ0043389)
Please find attached the following information for the requested extension permit:
Application Fee: $480
- Fast Track Sewer System Extension Application (FTA 06-21) — Original and Copy
Permit Cover Letter
Proof of Business Registration
Developer's Operation Agreement
USGS Topographic Map
- Vicinity Map
- Electronic Thumb Drive (Above Info)
NOV 10 �'12?
Raleigh Regional Office
This information is provided as required for processing of the requested permit modification for the 14" Private
Sanitary Sewer Extension for Moncure TIP West location in Moncure, Chatham County, North Carolina,
consisting of a future heavy commercial and light industrial complex. Immediately downstream of this project is
a gravity sanitary sewer system currently under design for the City of Sanford that flows to the Big Buffalo WWTP
Facility. This submittal is a modification that identifies a known flow of 15,750 GPD. The permit will be modified
as tenants are determined and flows are assigned.
Respectfully Submitted,
CE Group, Inc.
Jeff Foster, PE
Project Manager
301 Glenwood Avenue ! Raleigh, SEC 27GO3 1 (91 9) 3G7-8790 I www.cegrooupmc.com

NC Dept of Environmental Quality
NOV 10 ?o?�
Corporation Info from Secretary of State's Office:
Raleigh Regional Office
Legal Name
ECO TIP WEST LLC
Information
Sosid: 1945129
Status: Current -Active G
Date Formed: 213/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
Annual Report Status: Current
Registered Agent: Incorporating Services, Ltd.
Addresses
Reg Office
176 Mine Lake Court, Ste. 100
Raleigh, NC 27615

NC Dept of Environmental Quality
STATE OF NORTH CAROLINA
COUNTY OF _4V ] a ZOZ Permit No.
�}�
! Office
DEVELOPE9060f NJ
AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this day of
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
5GIR..- -T=-p- t&4 -E LLC, ., a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
W ITNESSETH:
1. The DEVELOPER is the owner of the certain Iands lying in,. C ka-A-►. " —County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as `T �:C..e U) Q.S 4- _. (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, _. c-" 'TZy, ►J" 4. � . (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:
I. 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 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 03-19 Page 1 of

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 yeariybudget.
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 mayrequirc 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 t.`,e--
MANAGEMENT COMMISSION Name ofDEVELOPER
— -- By'
S. Daniel Smith ( gnaturc)
Director, Division of Water Resources
.s .
Print ame and Title
_ 1 i- e� 1
(Date) (Date)
FORM: DEV 03-19 Page 2 of 2

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NC Dept of Environmental Quality
TO: NCDEQ — DWQ
Raleigh Regional Ofl:♦ce
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting — Fast Track Sewer
NOV 10 IM
Raleigh Regional Office
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mall: lefftegro ysinc. com
Transmittal
DATE: August 11, 2020
PROJECT NO: 200-123
Moncure TIP West — AKPAR 5814 & 91175
Initial Infrastructure
Private Sewer Extension Permit Modification
Quantity
Drawing No.
Description
1
1 original/1 copy
Fast Track Sewer System Extension Application
1
Project Narrative/Cover Letter
1
Check
$480 Application Fee
1
DEV-03-19 Signed
1
Copy
Corporation Information for DEV 03-19
1
Copy
USGS Overall Area Maps
1
Copy
Vicinity Location Map
1
Copy
FTSE 10-18 from City of Sanford
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CC: CE Groun Inn.