WQ0042993_Application (FTSE)_20211013

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (At Q 66 4 7.01,1Ito be completed by DWR)
All items must be completed or the a0plication will be returned
1. APPLICANT INFORMATION:
L Applicant's name: Hatcher Creek. LLC (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: William Wynn per I5A NCAC 02 F.9106 b
Title: Member
4. Applicant's mailing address: 126 Brandon Drive
City: Liliia on State: NC Zip: 27546-� NC Dept of Environmental Quality
5. Applicant's contact information:
Phone numbefr. 919 258-2429 Email Address: bill wh nnholdin s.com ol`T I 4
221
II. PROJECT INFORMATION:
I. Project name: Hatcher Creek Apartments Raleigh Regional Office
2. Application/Project status-. ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: Granville
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.285850` Longitude: -78— ,609724"
5. Parcel ID (if applicable): 191204524624 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: J9e Boyd, License Number: 039113
Firm: WithersRavenel Inc
Mailing address: 219 tion Road Suite 101
City:Wilmin on State: NNQ Zip: 28405-
Phone number: 9I0 256-9277 Email Address: ibt oydrwithersrav_enel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Oxford W WTP Permit Number: NC&Q25Q54
Owner Name: City of Oxford
V. RECEIVING SEWER INFORMATION:
l . Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity © Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS-00085
Owner Narne(s): Ci of Oxford
FORM: FTA 06-21
Page I of 5

VI. GENERAL REQUIREMENTS
I. 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 } r sAizmanienUFQR4lz DErI been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA.TOA O erational A yreement FOR\1" HO,kand
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® 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 / 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 { cc 15A `C'AC -.i2T ,i.? I O� J;Q])
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NC AC 02C .0, 14t I ? ❑ Yes ®No
> If Yes, provide a coiDy of flow reduction anyroval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(Q)
Daily Design Flow'"a
No, of Units
Flow
1 Bedroom Units
240 gaUunit
84
20,160 GPD
2 Bedroom Units
240 gaUunit
144
34,560 GPD
3 Bedroom Units
360 gaUunit
60
21,600 GPD
Apartments Club House
25 gal/Employee
30
750 GPD
Apartments Pool House
250 gaUplumbing fixture
12
3,000 GPD
gal/
GPD
Total 1
80.070 GPD
a See ! S.a \C,A(" €I?T "01 14Ibl. id1. ieil 11,_4pq sJi2.- 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 ofthe 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 15.1 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: 80,070 GPD (per I'i. i \(".�yC i�-, [ .o:.I �l
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):
FORM: FTA 06-21 Page 2 of 5

Vii. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .3p & .MDC (Gravid Symers):
1. Summarize gravity sewer to be permitted:
Vill.
I.
2.
3.
3.
4.
5.
Size (inches)
Length (feet)
Material
8
1,560
PVC
8
20
DIP
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> 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
PUMP STATION DESIGN CRITERIA (If Applicable) — 02�f .0305 & M - iP,mg 5tationslForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED rN THIS PROJE T
Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: - °
Total number of pumps at the pump station:
Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
Summarize the force main to be permitted (for this Pump Station):
NC Dept of Environmental Quality
Size (inches) Length (feet) Material
OCT 13 20
Raleigh Regional Office
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) T .
6. Power reliability in accordance with 15._► N'C .1C 02 1 .031 .03Q3ihw 1 y:
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(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 NCACO2T.0305(h)(1)(C);
[I Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> 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 at] 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. FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations+altetnatives found in 1 A NCAAC 02T ,0.305(f) data)? ® Yes ❑ No
15A NCAC 02T.03051f1 contains minimum senaratinnc that chall hi- nrnviAPA fnr cower e�
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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-1 waters of Class I or
Class 11 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)
36 inches
if noncompliance with 02T.0;_Q5M ur ,,(u r. see Section X.I of this application
.:� UAC' 02T.G.',QtiW contains alternatives where separations in 02T.1�.a ; 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 N S r - e %k ater cla-5sifications W4tbVLkLC
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NrA
> 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 ❑NIA
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's{'yaratii;n regLLi,1211 3 I N for situations where separation cannot be met.
> 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: Tar -Pamlico ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15.1 NCAC 02B .0200? ® Yes ❑ No
> This includes Trout Buffered Streams per 15A NCA ' 2B.G202
5. Does the project require coveragelauthorization under a 404 Nationwidee'individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
> Please provide the permit numberpermitting status in the cover letter if coverageiauthorization is required.
6. Does project comply with Imo"\CAC 02TA1001 6) (additional permitslcertifications)? ® Yes ❑ No
Per ISC O .O IyS(t_y16;, 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC- 02T.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 interference/conflict boxes require a variance approval.
> 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.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with t� A 'SCAC 023, the -%injimum Desittn Cr+teria fix the Permijijag of i
an F r :\lain fat v ' and the ravi U $e%}er ti 'nimttm Design Criteria atrst versiona5 applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrent!y with the approval of the permit, and rwomects requiring a variance sipproval may subject to lop er
review times, For utga2gets reguiring two or more variances or where the variance is determined by the Division to be
is smificant portion of the orolect, the full technical review is required
2. Professional Engineer's Certification:
I, Joseph S. Boyd attest that this application for Hatcher Creek Apartments
(Professional Engineer's name from Application Item ill I) {Protect Name from Application Item II 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the 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 the proposed design has been prepared in accordance with the applicable regulations,
Minimum Dest [j Critcra fnr ira� itti S w (latest versigo and the titinimum Desi�n_4_riteria for the Fast -Track Permitting
;if Pum . St_atinn3 and Farcc Mains Jlatest version/. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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 1'I7 rTlYr+lff�� . .
North Carolina Professional Engineer's seal, signature, and date: ,`''�N CAF�O��'•
....... �oE Ss�pN?'9':
E
, �p ••......... y
', SfpH g e
....... ......... !f lJ�il�{.1-1.�+...... ...... .......
3. Applicant's Certification per 15A NCAC 02T .0106(b):
10-8-21
1, * tq,�4• nA , attest that this application for lr'ICLA c key C+ar
(Signature Authority Name from Appli atton Item 13 ) (Project Name from Application Item . I )
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
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. I will make no 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 are 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 143-215.6A 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 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
Signature: T.¢t.-ADate:10
V{
FORM: FTA 06-21 Page 3 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources. Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: The City of Oxford
Project Name for which flow is being requested: Hatcher Creek - Apartments
More than one FTSE »ray 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 wasteivater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Oxford WWTP
b. WWTP Facility Permit #: NCO025054
All flows are in MGD
c. WWTP facility's permitted flow 3.50 NN
d. Estimated obligated flow not yet tributary to the WWTP 1,667 �N
e. WWTP facility's actual avg. flow 1.33
f. Total flow for this specific request 0.045
g. Total actual and obligated flows to the facility 3.04sv,
h. Percent of permitted flow used 87 /o 1
II. Complete this section for each pump station you are responsible for along
proposed wastewater flow.
• off` N
route of this \ c'
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pt),
Number)
MGD MGD
N/A
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity"':
* 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
behveen the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6
FTSF 04-16

III. Certification Statement:
I Amy L. Ratliff 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 forth indicates acceptance of this wastewater flow,
--- "4� 'J Z*
Signing Of al Signature
Io1 $4 z)
Date
NC Dept of Environmental Qualit-,
OCT 13 2021
Raleigh Regional ofticc
Page 2 of 6
HSE 04-16

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:: oWthersRavene!
Sanitary Sewer System Narrative
Hatcher Creek Development
Oxford, Granville County, NC
Site Location and Description
The purpose of this project is to construct the first four of five sections of a mixed use, planned
unit development known as Hatcher Creek, which is in Oxford, within Granville County, NC. The
sections included in this portion of the project are the Main Boulevard, the Apartments, the
Townhomes and the Single Family. The Apartments propose 288 units and a Clubhouse, the
Townhomes propose 108 units, and Single Family proposes 27 units. Future development
includes a Commercial section that is part of the development and an offsite future Single -Family
residential section, which are north and west respectively of the Main Boulevard. These future
sections are not part of this submittal, but the proposed pump station is sized for their potential
future flow. The property is owned by Hatcher Creek, LLC.
The project drains to both Hachers Run (C;NSW) and Fishing Creek (C;NSW), with the southern
portions draining to Hatchers Run, with the northern portions draining to Fishing Creek. The entire
project is within the Tar -Pamlico River Basin (HUC 0302010102).
Currently the site is mostly woodlands with a few open areas consisting of bushes and grasses.
The surrounding area includes US-15 to the east with undeveloped land further east, to the north
is a solar farm, and undeveloped land to west and south. Across US-15 and further south is a
Walmart Shopping Center, which is the closest completed development in the area.
Sewer Design
While the development is one project overall, the ownership of the sewer mains is divided into
two sections. The Apartments portion of the project will be privately owned and maintained by
Hatcher Creek, LLC and the remaining portions including the pump station will be owned and
maintained by the City of Oxford.
• The Apartments portion proposed sewer system includes the design and construction of
approximately 1,600 LF of 8-inch gravity sewer that will discharge into a proposed
manhole within the Main Boulevard. Sewer flow associated with the Apartments totals
80,070 gpd.
• The remaining portions of the project that include the Townhomes, Single Family and Main
Boulevard includes the design and construction of approximately 4,900 LF of 8-inch
gravity sewer, 2,600 LF of 8-inch pressure force main, and a pump station. Sewer flow
associated with the remaining portions of the project totals 42,120 gpd.
This project is not within the floodplain and no proposed gravity sewer manhole is within 50 feet
of any wetlands. The project does include wetland impacts for gravity sewer installation which
has been permitted. See attached issued permits from the Army Corps and NCDWR.
The Apartments, Townhomes and Single Family will flow via gravity sewer to the pump station in
the southwest portion of the project site and will then be pumped via the pump station and
forcemain back out to US-15 to connect to an existing 8" forcemain that flows to the existing City
of Oxford Wastewater Treatment Plant (WQCS-0086).
The project proposes 122,190 gpd of sewer flow be added to the Treatment Plant, which will put
the plant's capacity up to 89% of its permitted flow.

0 WithersRavenet
100 Our People. Your Success.
October 13, 2021
Department of Environmental Quality - Raleigh Regional Office
Attn: Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: Hatcher Creek & Hatcher Creek Apartments - Sewer System Extension Permit
To whom it may concern,
On behalf of the Hatcher Creek, LLC and the City of Oxford, please find the attached documentation in
support of a Fast Track Applications (FTA 04-16) for the above referenced project. As noted in the attached
narrative, this project includes in developments but two owners. One being the City of Oxford and the other
being Hatcher Creek, LLC.
To our knowledge the proposed project will meet all of DWR's minimum design criteria for sanitary sewer
extensions. The daily design flow rate for this project is calculated at 122.190 GPD based on NCAC 2T Rules
for wastewater flow rates. The proposed sanitary sewer line sizes are more than adequate to convey the
design flow rates.
Please find attached the following information in support of the applications:
► Fast Track Sewer System Extension Application (FTA 04-16) for portion owned by City of Oxford;
► Fast Track Sewer System Extension Application (FTA 04-16) for portion owned by Hatcher Creek,
LLC;
► Flow Tracking/Acceptance Forms for Sewer Extension Applications (FTSE 04-16);
► USGS Map;
► Street Level Map;
► City of Oxford Water & Sewer Availability letter for portion to be owned by Hatcher Creek, LLC;
► Hatcher Creek, LLC Secretary of State status;
► HOA Operational Agreement;
► Issued Wetland Impact Permits;
► (2) $480 Checks for payment of Application Fees.
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-256-9277 [e-mail].
Sincerely
WithersRavenet
f
Joe Boyd, PE
Project Manager
C�
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219 Station Rd, #101 1 Wilmington, NC 28405
910.256.92771 f: 919 467.6008 E www.withersravenel.com I License No, C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
HOME/PROPERTY OWNERS' OPERA,rZONAL 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
Hatcher Creek. LLC
a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
W ITNESSETH:
The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Hatcher Creek Apartments
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System):
and of collecting dues and assessment to provide finds for such operation, maintenance, re -construction and
repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance ofa permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration). pursuant to Chapter47C
or 47F of the North Carolina General Statutes.
5. 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 ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to 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 ASSOCIATION 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 bythe Association except for Federal, State, and local taxes and insurance.
FORM: HOA 03-19 Page 1 of

3. The ASSOCIATION 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 finds 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 fund allocated for the facility and shall be part of
the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide fo-
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at anytime.
5. 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 ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Devclopmcnt 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 j-nayrequire as condition of accepting the Development's wastewater.
6. 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 ASSOCIATION 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 bythe issuance ofa permit.
7. The ASSOCIATION 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
ASSOCIATION'S successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. 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.
MANAGEMEN-f COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date) -- —
Hatcher Creek Apartments _
Name ofASSOCIATION
BY:
(Signature)
William Wynn, Member
Print Name and Title
FORM: HOA 03-19 Page 2 of
0/ (Date)

SOSID: 1915450
f '�` LIMITED LIABILITY COMPANY ANNUAL RE Elaine F. vla7.120 l
�jI.<<c Date Filed: 4�7r2021
r.{�:i�l
as°�otr�.,: v North Carolina Secretary of State
4AME OF LIMITED LIABILITY COMPANY: Hatcher Creek LLC CA2020 128 04200
mine Wee Use Only
SECRETARY OF STATE ID NUMBER: 1915460 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: qj.5 NIXIE
SECTION A: REGISTERP INFORMATION pChanges
1. NAME OF REGISTERED AGENT: R. Hugh Surtes _
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSEWTO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
126 Brandon Drive 126 Brandon Drive
Lillington, NC 27546 Harnett Lillington, NC 27546 Harnett
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Construction
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
a
126 Brandon Drive 126 Brandon Drive
Lillington, NC 27546 Harnett _ Lillington, NC 27546 Harnett
S. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -awned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Robert Hugh Surles NAME: William H. Wynn NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS: ADDRESS: ADDRESS:
126 Brandon Drive 1696 Homes Rd
Lillington, NC 27546 Harnett Creedmoor, NC 27522 Granville
SECTION : CERTIFMWI0ELQE NNUAL REPORT. Section D must be completed in its entirety by a persorilbuslness entity.
!A0 �.1{
6I0NATURC DATE
Form must be 819by a Company OMdal hated under Sedon C. of Thlsform.
Robert Hugh surles Manager
Pdrd'arType Name of Company OffidW PArd orTypo We of Company OMdal
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secmtmy of Slane, Business Reglstmtion VMslon. Post Office Box 29526, Rsieigh, NC Z7620-0526

%0 WlthersRavenet
NOOur People. Your Success.
219 Station Road, Suite 101
Wilmington, NC 28405
t: 910.256.9277 1 f: 919.467.6008
TO: NCDEQ - Raleigh Regional Office, Water
Quality Section _
3800 Barrett Drive
Raleigh, NC 27609
®Attached
WE ARE SENDING
YOU THE ❑Shop Drawings
FOLLOWING
ITEMS: ❑Copy of Letter
Letter of Transmittal
10/13/2021
Jason Robinson
Hatcher Creek - Private Sewer Application
Submittal
A
❑Under Separate Cover Via ___--_-__--.
❑Prints ❑Plans ❑Samples
❑Change Order ❑Disk [--]Other _-
❑Specifications
COPIESDESCRIPTIO
1
,5
Cover Letter° C�
1
Fast Track Sewer Application (Public Sewer) c�
1
Flow Tracking/Acceptance Form for Sewer Extension c• N
1
USGS Map rs
1
Street Level Map
1
City of Oxford Water & Sewer Availability Letter for Portion Owned by Hatcher areek,
LLC.
1
NC Secretary of State Business Filing - Hatcher Creek, LLC.
1
HOA Operational Agreement
1
Sanitary Sewer System Narrative
1
Issued Wetland Impact Permits
1
Check for $480 for Sewer Extension Application Fee
THESE ARE TRANSMITTED as checked below:
®For approval ❑Approved as submitted ❑ Resubmit _______copies for approval
®For your use ❑Approved as noted ❑Submit _______copies for distribution
❑As requested ❑Returned for corrections []Return ________ .corrected prints
®For review and comment ❑Other
❑FOR BIDS DUE _ ❑PRINTS RETURNED AFTER LOAN TO US
COPY TO: Alissa Pelham SIGNED Joseph Boyd, PE
iboyd44withersravenel,com;
Contact: 910.509.6505
n
C