WQ0042447_Application (FTSE)_20210511

Permit Number WQ0042447
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Central Files: APS _ SWP _
4/14/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Church Road NE Morales Property Private Pump Station Minor Wilmington
Location Address County
Brunswick
Owner
Owner Name
Morales Construction of NC Inc
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Jose Morales
9435 Playground Way NE
Leland NC 28451
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/14/2021
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
Outfail
Waterbod)"
.�

Letter of Transmittal
Date: 04/1321
Geomatics, Surveying & Engineering, Inc.
PO Box 16110
Wilmington, NC 28408
To: DEQ- Water Quality RE:
ATTN: Dean Hunkele
4afim
GEOMATICS
SURVEYING & ENGINEERING INC.
Co F
10-24
COPIES
DATE
DESCRIPTION
1
Feb-21
Set of Plans (Valid for Both Applications)
]
Feb-21
Cover Letter to Dean Hunkele
1
Feb-21
Permit Application Fee 2 checks- $480.00, each)
I
Feb-21
Pump Station & Forcemain Specifications Valid for Both Applications)
1
Feb-21
Completed Private Fast Track Application(Pump Station & FM- No FTSE; seepublic)
Feb-21
Includes Developer's Operational Agreement
1
Feb-21
Complete Public Fast Track Application FM w/ both FTSE's; all flow reported here
These are transmitted as checked below:
Remarks: Dean: I believe the
1 set of drawings, a
flow attributed to d
CC: file
are
Approval
Your Use
Review and Comment
Requested
umed for Correction
I have onlv given you I set of
or
Signed:
Comer Lyons
Owner
to
Professional Firing C-3796 Phone: [phone]

February 23, 2021
Dean Hunkele
Senior Environmental Specialist
Division of Water Resources- DEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Morales Property
Church Road NE Utilities
Fast Track Sewer Applications
Dean:
On behalf of Mr. Morales, please accept these two applications for sewer extension.
GEOMATICS
SURVEYING & ENGINEERING INC.
P.O. Box 16110
Wilmington, NC 28408
Tel: [phone]
Email: [e-mail]
Professional Firm# C-3796
This project employees a small run of 2-inch forcemain within an existing right-of-way, tmnsitioning to private 2-inch
forcemain within the parcel boundary. Collected flow will be transmitted through the forcemain via an onsite, private
duplex grinder pump station (Package Station provided by Zoeller).
The public portion will be owned and maintained by H2GO and the private portion will be owned and maintained by Mr.
Morales (note the included Developer's Operational Agreement).
Enclosed for your review are both completed FTA 04-16's (one public and one private) and the FTSE, as provided by
H2GO.
Project Summary:
The Morales property will be a 3-lot, single family minor subdivision at the terminus of Church Road in Leland, NC. It
is anticipated homes will be site constructed, three bedroom structures.
Wastewater will collected by lateral, service connections directly to the duplex grinder station proposed for the site.
Anticipated Wastewater Flows:
3 Units x3figpdpu = 1,080 GPD.
Z10 = Ce3oc,00
Items Included in Submittal:
• Cover Letter
• Fast Track Applications
• FTSE
• Project Specifications
• Project Plans
No Variance is requested for this project. It is noted that a short section of 4" PVC will be used to transition lateral flows
to the grinder basin.
Please let me know if you have any questions or concerns.
SincereI ,
Comer L ns, PE
for GS&E, nc.
w/enclosures

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
la 1 \CAC 021 .0300 — FAST l RACK SEDER Sl-S I LNI ESTE\SION APPLICA-I [ON
Division of Water Resources FTA 04-16 & St PPORTING DOCt NIENTATION
\InpIication Numher: no be completed 1, D%k RI
All items must be completed or the application will be returned
1. APPLICANT INFORNIA-I']ON:
I. Applicant's name: Nlorales Construction of NC. Inc. (conipane. municipalily. LOA. utility. etc)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utilitc
❑ Federal ❑ State ( ount% N Municipal ❑ Other
3. Signature authorit)'s name: Jose Morales per I5A SCA(' 021 .0106161
Title: President. Owner
4. Applicant's mailing address: 9435 Plav ground W as -AE
Cit: Leland State: NC Zip: 28451-
5. ,Applicant's contact information:
Phone number. (910) 41311-9472 Email Address: moralesconstructionnc d urnail.com
II. PROJECT INFORNtATION:
I. Project name: Church Road NE Utilities
2. Application Project status' ® Proposed (\'ew Permit) ❑ Existing Permit Project
If a modification. provide the existing permit number. \N Q00 and issued date:
If new construction but pail of a master plan. provide the existing permit number NV000
3. County where project is located: Brunswick
4. Approximate Coordinates (DecimalDegrees):latitude:IT239656 1.011gitude:-78.09706
S. Parcel ID (if applicable): 03700009
(or Parcel ID to closest do�nstrcam sewer)
Ill. CONSFLTANT IN'FORNIATION:
I. Professional Engineer: Comer Lvons License Number: 030936
Firm: GS&E Inc.
\lailingaddress: PO Box I6110
City: 1Vibnington State: NCZip: 28408-
Phone number: [phone] Lmail Address: ekons icgsandeine.com
IN . NN AS I EWA I ER J RE 1J NIEN'I' FACILI I S (IN IVI-F) INFORNIA I ]ON:
I. Faciliq \ame: NE \1lVIT, Permit Aumber: NC008619
Owner Mine: t3runsvick Counts
�'. RECEIN ING DONN NSTRE.A,IJ SEW ER INFORM %LION (if different than N WTF):
I. Permit Aumbcr(s): W00016U-I(M) Downstream (Receiving) Sewer Size: '_ inch
System U idc ('ollectioo Ssstem Pernit Aumbens) 6( anplicablc): AkO( S00202
Owner S;onc(s): Brunswick Regional Water & Scr>er. M_'GO
I ORV1: 1 1-,A 04-16 Pa,,c I of3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:WQU114)L40 (to be completed byDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: (� C e ^ ��( So S
1. Applicant's name: Morales Construction of NC. Inc. (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: Jose Morales per 15A NCAC 02T 0106(b)
Title: President/ Owner
4. Applicant's mailing address: 9435 Playground Way. NE
City: Leland State: NC Zip: 28451-
5. Applicant's cont formation'.
Phone num er: [phone] Email Address: bwalke�h2goonline.com
IL PROJECT INFORMAT
1. Project name: Church Road NE (3ti+iE9os l"�✓ Cgs rn r1eAl,� `Q '
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2396560 Longitude:-78.0597060
5. Parcel ID (if applicable): 03700009
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Comer Lyons License Number: 030936
Firm: GS&E, Inc.
Mailing address: PO Box 16110
City: Wilmington
Phone number: [phone]
State: NC Zip: 28408-_
Email Address: clyonsna gsandeinc com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: NE W WTP Permit Number: NCO08619
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00016854(M) Downstream (Receiving) Sewer Size: 2 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water & Sewer. H2GO
Page I of 5
FORM: FTA 04-16

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: DEV) been attached?
®Yes [--]No ❑N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ 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 % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T 0114(f)? ❑ Yes ® No
➢ If yes provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow''"
No. of Units
Flow
galld
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .0I 14(b) (d) (e)(1) and (e)(2� for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
® Flow has already been allocated in Permit Number: Submitted Simultaneously (Pending)
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section It & 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.239644' Longitude:-78.059678'
3. Design flow of the pump station: 0.00108 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 45 gallons per minute at 34 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
20
PVC or CTS
6. Power reliability in accordance with 15A NCAC 02T 0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned 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, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(I)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e)
➢ 15A NCAC 02T.0305(t) contains minimum separations that shall he nrovided for sewer systems-
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer 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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
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 (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T 0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes []No ❑ N/A
➢ See 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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02009 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[-]Yes ® No ❑ N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Anplication and supporting
documents.
2. Professional Engineer's Certification:
MgZ (--"( m N S attest that this application for
(Professional Engineer's name from Application Item III.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. 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 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. i
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1. c497-C Mtrf(t,ES - 1Zf,751 b2
name & title from Application Item I.3.)
that this application for
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, 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 143-215.613 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.
I IV
Signature: Date: of-- Z6 al
FORM: FTA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF North Carolina
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d l) and entered into this 26th day of
February, 2021 by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Morales Construction of NC, Inc.
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 lands lying in Brunswick County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Church Road NE Utilities (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) Church Road HOA (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 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 I1-17 Page l 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 yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Interim Director, Division of Water Resources
Morales Construction of NC. Inc.
NameofDEVEELOPEER
B . o�'� f ew
(Sig ature)
Jose Morales; Owner/ President
Prin Name andTitle
7m,q� `, o f-9�E'5 dab dl
(Date) ate)
FORM: DEN 11-17 Page 2 of 2

I of 1
February 23, 2021
Dean Hunkele
Senior Environmental Specialist
Division of Water Resources- DEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Morales Property
Church Road NE Utilities
Power Reliability
Mr. Hunkele:
With regards to the Church Road NE Utilities project, specifically sewer, I submit this letter as verification of backup
power availability for the proposed duplex grinder pump station.
1, Jose Morales, state: The portable power generation unit, associated appurtenance and personnel are available for
distribution and operation of this pump station.
Please let me know if you have any additional concerns or questions regarding backup power for this facility.
Si erely,
qse Morales
orales Construction of NC. Inc.

February 23, 2021
Dean Hunkele
Senior Environmental Specialist
Division of Water Resources- DEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Morales Property
Church Road NE Utilities
Fast Track Sewer Applications
GEOMATICS
SURVEYING & ENGINEERING INC.
P.O. Box 16110
Wilmington, NC 28408
Tel: [phone]
Email: [e-mail]
Professional Firm# C-3796
A C�c5v e�p�
IFDR
L CI -EK
PT-4 UA r el
Dean: Sti,BKt (-wL . ALL,
On behalf of Mr. Morales, please accept these two applications for sewer extension.
This project employees a small run of 2-inch forcemain within an existing right-of-way, tmnsitioning to private 2-inch
forcemain within the parcel boundary. Collected flow will be transmitted through the forcemain via an onsite, private
duplex grinder pump station (Package Station provided by Zoeller).
The public portion will be owned and maintained by H2GO and the private portion will be owned and maintained by Mr.
Morales (note the included Developer's Operational Agreement).
Enclosed for your review are both completed FTA 04-16's (one public and one private) and the FTSE, as provided by
H2GO.
Project Summary:
The Morales property will be a 3-lot, single family minor subdivision at the terminus of Church Road in Leland, NC. It
is anticipated homes will be site constructed, three bedroom structures.
Wastewater will collected by lateral, service connections directly to the duplex grinder station proposed for the site.
Anticipated Wastewater Flows:
3 Units x 360-gpdpu = 1,080 GPD.
Z✓0 = 4e3oc,00
Items Included in Submittal:
• Cover Letter
• Fast Track Applications
• FTSE
• Project Specifications
• Project Plans
No Variance is requested for this project. It is noted that a short section of 4" PVC will be used to transition lateral flows
to the grinder basin.
Please let me know if you have any questions or concerns.
Sincere( ,
Comer L ns, PE
for GS&E, nc.
w/enclosures

North Carolina Secretary of State Search Results
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Business Corporation
Legal Name
Morales Construction of NC, Inc
Information
Sosld: 1528958
Status: Active -Not Current O
Date Formed: 7/6/2016
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
DeliquentAnnual Report Status:
Registered Agent: Polanco, Sandra M.
Addresses
Reg Office
3308 Chapel Hill Blvd, Ste 100
Durham, NC 27707
Principal Office
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Leland, NC 28451
Officers
President
JOSE MORALES-VALLE
9435 PLAYGROUND WAY NE
LELAND NC 28451
Reg Mailing
3308 Chapel Hill Blvd, Ste 100
Durham, NC 27707
Mailing
9435 PLAYGROUND WAY NE
Leland, NC 28451
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