WQ0045712_Application_20240814

Brunswick County Engineering Services
P.O. Box 249
;.. 75 Courthouse Drive N.E., Bldg I
Bolivia NC 28422
[phone]
WILLIAM PINNIX, P.E.
Engineering Services Director
July 29, 2024
Mr. Nathan Pound, P.E.
Thomas & Hutton
611 Burroughs & Chapin Blvd, Ste 202
Myrtle Beach, SC 29577
Re: Cameron Pines
Dear Mr. Pound,
BRIGIT FLORA, P.E., CFM
Deputy Engineering Service Director
Our office has reviewed the proposed plans and specifications for the pump station and low pressure sewer
main extension and has determined that this project will meet Brunswick County's minimum standards and
specifications if the project is constructed as designed. Brunswick County has a sufficient treatment capacity to
provide sewer service for this project.
This letter hereby grants authorization for the plan submittal to the North Carolina Department of Environmental
Quality / Division of Water Quality for review and approval. Your signed permit application and FTSE-10-23 are
enclosed. Please send a copy of this letter to the State along with your plans, specifications, and permit
applications.
Please do not hesitate to contact our office if you have any questions.
Regards,
Dalton VanSteen
Engineering Project Manager
/ba
TELEPHONE [phone] - FAX [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — ALTERNATIVE SEWER EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: ASEA 10-23 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with, 15A NCAC 02T .01001
15A NCAC 02T
.0300, Division Policies and Ltood eneineerini! practices. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application.
l='or more inforawlion, visit the fNater Quu1ity Permitting Section's collection systems vwbsite
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
M List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
y If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the
cover letter and in parentheses under Project Name (Section 11.1. of the application).
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $600.00 dated within 90 days of application submittal.
y Payable to North Carolina Department of Environmental Quality (NCDEQ).
D. Alternative Sewer Extension (Form: ASEA 10-23) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ Ifthe Applicant 'hype in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Ctir_olina Secretary Of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The project name in Item 11.1 shall be consistent with the project name on the plans, specifications, flow acceptance
letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Fn Yineer.
El The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
Section X & XI Attachment (If Applicable):
j$ If the project includes gravity sewer, pump stations with multiple pumps and force mains, include the Section X & XI
o i• attachment(s).
F. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
® Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension Permit Form from the
owners of the downstream sewers and treatment facility. a
Y The flow acceptance indicated in form FTSE 10-231nust not expire prior to permit issuance and must be dated less than
one year prior to the application date.
INSTRUCTIONS FOR FORM: ASEA 10-23 & SUPPORTING DOCUMENTATION Page I of

Y Submittal of this application and form FTSE 10-23indicates that owner has adequate capacity and will not violate G.S.
I4_3,-2.15 (i7�t�.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE 10-23.
INSTRUCTIONS FOR FORM: ASEA 10-23 & SUPPORTING [DOCUMENTATION Page 2 of

G. Engineering Plans (Required for All Application Pucbagou:
� Per submit two sets ofdetai|edplan sets that have been signed, sealed and dated byoNorth
Carolina licensed Professional Engineer, and shall include o1aminimum:
� 'Table ofcontents with each sheet numbered.
� /\ general location mupwith ui least two geographic references and uviuinity map.
� Plan and profile views of the sewer extension as well as the proximity of the sewer extension to other utilities and natural
features
� Detail dmvvingxo[n|| items pertinent \othe sewer extension (including clean -out locations) and pump stations.
� 'The location of all wells (including usage and construction details if available), mtreumm(cphemcrui intermittent, and
perennial), springs, |ukca, pondu, and other surface drainage features within 100 feet ofthe project.
� Minimum separations required per 15& NC/\CO2T.0305(t)` and where separations cannot 6cmaintained, alternative
criteria per 15AY4CACO2T.0305(g).
� Minirnurn cover for sewer extensions required per 15A NCAC 02T.0305(D must also be shown clearly on the plans.
� Nodes/Zones listed in calculations and computer models Must be oucuog6y reflected on the plans,
� P|uoa muai include lot numbers, zones, approximate pump and top n[wet well elevations, andpunnp model number and
capacity in utub|c format.
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final plans. However, the plans may be labeled
with the phrase: FINAL DESIGN - NUT RELEASED FOR CONSTRUCTION.
H. Specifications (Required for All Application Packugem:
M Per suhmii speoi6uub000 that have been signed, sealed and dated by a North Carolina
and ohnU include u|aminimum:
� 'Table n[contents with each section/page numbered,
� Detailed specifications fhr Pump stations (i.o. packaged grinder pump requirements, va|veu, controls, etc.)
� Site Work (i.c.,earthwork. clearing, grubbing, excavation, trenching, haokG||ing,compacting, fencing, seeding, etoj
� Materials (i.e., }ovv pressure mains and laterals, force main, gravity, concrete, method ofconstruction, o(»l
� Electrical (i.e., control panels, transfer switches, automuticu}|yuohvat,d standby power source, etc.)
� K4cona for ensuring quality and integrity of the finished product in accordance with the Minimum Design Criteria,
including leakage and pressure testing for the sewer extension.
D� Specifications sku|| represent u completed design and not he }ohdcd with preliminary phmyco (o.8.. FOR REVIEW
ONLY, NOTFOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
spcui6oahnnu may be labeled with the phrase: FINAL DESIGN -NOl K£LB/\8BD FOR CONSTRUCTION,
DO Gpnuificubonuforsmudozdcquipmcn(mayoo|ybeomiUudK/rmunioipu}i6ex*itkappnovedytandurdspoci6ca1iona.hut
thc use o|'thestandard specifications must be noted oneach sheet ofthe plans.
1. Engineering Calculations (All Application PuokaKeo):
M Per 15A NCAC 021.0305_cb�2_)and , submit engineering calculations that have been signed,
scu|cd and dated by u and shall include u(uminimum:
� Friction/Total Dynamic Head calculations and system curve analysis (with one pump running, two pumps running, etc.)
� Pomp selection information including pump corvca, maoo6utu/er's information, and recommended installation
guidelines.
� Pump station cycle dmesand PUMP ruo\imus.
� Minimum vc}ooihca in the sewer extension in m000ndunou with the Minimum Design Criteria
� Flotation ca|ou|ohmm for all units constructed partially nrentirely below grade (ie. pumpou&iona)
I fcornputer models are prov ided to document system design, the model and corresponding node/zone nomenclature must
clearly and accurately reflect the plans and specifications.
Note that upon completion oYthe review process and prior mopermit issuance, mrequest for the final plans and
specifications will be requested on digital media (CD, DVD, Jump Drive, etc.) for our records. You will bonotified when
this information is requested, as the review may necessitate changes
[NSTKOCl 0NSFOKFOKh4: AS6&|0-23&SUPPORTING D0{UMSN[WT|0N Page 3nf4

J. Downstream Sewer Evaluations (All Application Packages)
M Per 15A NCAC 021.0305(b)(2) and 15A NCAC 02`1' .0304(h)(I ), submit engineering calculations that have been signed,
sealed and dated by a North Carolina licensed Professional Engineer, for receiving collection systems:
❑ For connection to a gravity sewer, submit:
An evaluation of the gravity sewer based on peak flow from the proposed project and peak flows already tributary to the
existing gravity sewer. Provide calculations and detail how existing peak flows were determined.
❑ For connection to a pump station, submit:
An evaluation of the existing pump station to pump peak flow from the proposed project and peak flows already tributary
to the existing pump station. Provide calculations and detail how existing peak flows were determined.
® For connection to a force main/low pressures sewer, submit:
An evaluation of the existing system based on peak flows from the proposed project and peak flows already tributary to
the existing system. In addition, evaluate the ability of each pump station tributary to the existing system to pump against
additional head created by greater flows through the system. Evaluation may include alternative designs such as telemetry
to coordinate pumping between ptanp stations (provided sufficient storage is available). Also include an evaluation of
the discharge point of the existing force main/pressure sewer.
K. Site Maps (All Application Packages):
M Submit an 8.5-inch x 1 I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
y Location of the. project (gravity sewer, pump stations & force main)
y Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map showing general project area.
L. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
M. Power Reliability Plan (All Application Packages):
® Per] NCAC S""T',0305�h�1�D), submit documentation of power reliability for simplex/vacuum units.
❑ Per 15A NCAC, 02J,_;0305 151­), submit documentation of power reliability for pumping stations.
r This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
r It' 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. (Required at time of certification)
N. Final Environmental Document (If Applicable):
❑ Per 15A NCAC 02T .0105�c 4 , submit one copy of the environmental assessment and one copy of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating victors from the Environmental Assessment that impact the design and/or
construction of the subject sewer.
O. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A._NC_AC' 02T_..0l_15.( ��1�, provide the Certificate of Public Convenience and Necessity from the North Carolina
[J611ties Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North, Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
INSTRUCTIONS FOR I-'ORM: ASEA 10-23 & SUPPOR"1'ING DOCUMENTATION Page 4 of 4

P. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per .15A.NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: FIOA).
❑ Per 15A NCAC QZ'r .01 15_(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.0 1 15(b), submit the properly executed Operational Agreement (FORM: DEV).
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NCDEQ/DWR
WATER QUALITY SECTION
PERCS UNIT
By U.S. Postal Set -vice:
1617 MAIL SERVICE ('ENTER
RALEIG", NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. SUITE 925
RALEIGH, NORTH CAROLINA 27604
INSTRUCTIONS FOR FORM: ASEA 10-23 & SUPPORTING DOCUMENTATION Page 5 of 4

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
BA NCAC 02T.0300 — ALTERNATIVE SEWER EXTENSION APPLICATION
ASEA 10-23 & SUPPORTING DOCUMENTATION
Application Number:
1. APPLIC,ANTINFORMATION:
(to be completed by DWR)
1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.)
2. Applicant type: F-1 Individual E] Corporation F-1 General Partnership
❑ Federal [_1 State E] Municipal
3, Signature authority's name: William L. Pirmix, PE per 15A NCAC 02'F.0106(b)
Title: Director of Engineering Services
4. Applicant's mailing , address: PO Box 249. BU,) I
City: Bolivia State: NC Zip: 28422-
5, Applicant's contact intbrination:
Phone number: [phone]
11. PROJECT INFORMATION:
1. Project name: Cameron Pines
❑ Privately -Owned Public Utility
N County
Email Address: Will iaiii,PiiinixLcDbrLinswickcouniync.gov
2. Application/Project status: M Proposed (New Permit) F-1 Existing Permit/Project
If a modification, provide the existing permit number: WQOO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3, County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.918977' Longitude: -78.467642'
Ill. CONSULTANT INFORMATION:
I I. Professional Engineer: Nathan Pound, PE License Number: 053169
Firm: Thomas & Hutton
Mailing address: 611 Burroughs & Chapin Blvd, Ste 202
City: Myrtle Beach State: SC Zip: 29577-
Phone number: [phone] Email Address: husseyJ Lckandli.com. pound.n 2(tandh.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Ocean Isle Beach WWTP Permit Number: WQ0006085
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1, Permit Number(s): WQ0022873
System Wide Collection System Permit Number(s): WQCS00284
Owner Narne(s): Brunswick County
[:] ARPA funded
FORM: ASEA 10-23 Page 1 of 5

V1. GENERAt, REQUIREVIEN'rs
I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Qevslop(.r's Operational Agreement (FORM: DEV) been submitted?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been submitted?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
Z 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 Z Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices 11 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Is/was an Environmental Assessment required under 15A NCAC OIC? ❑ Yes ❑ No
If Yes, Submit the appropriate final environmental document (FONSI, ROD, etc.)
6. Nature of wastewater : 100%Domestic/Commercial % Other waste — specify:
% Industrial (See 15A NCAC 02T .0103(20))
7. Wastewater generated by project: 36,025 GPD (per 15A NCAC 021' .0 114 and G.S. 143-215. 1)
Has a flow reduction been approved under 15A NCAC' 02T .01 [4(0? Z Yes ❑ No
If yes, provide a copy of approval
8. Summarize wastewater generated by project:
Establishment Type
Daily Design Flow"
No. of Units
Flow
Residential - Single Family Residential (4 Bed)
280 gal/day
124
34,720 GPD
Amenity Center - Persons
10 gal/person
113
1,130 GPD
Amenity Center - Seat
5 gal/seat
35
175 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1 36,025 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified below shall be determined using available
now data., water using fixtures, occupancy or operation patterns, and other measured data.
FORM: ASEA 10-23 Page 2 of 5

VII. PRESSURE SEWER DESIGN CRITERIA— 15A N('AC 02T .030.5:
1. Number of simplex pump stations (S'TEP tanks/effluent pumps, vacuum pits, etc.) provided: 124 SFR
2. What is the nearest 100-year flood elevation to the facility? 17.0 feet mean sea level.
Is any of the proposed project located within the 100-year flood plain? ❑ Yes ® No
3. It' Yes, are the following items provided per 15A NCAC 02T .0305(e):
Water -tight seals on all station hatches and manholes; and
Control panels vents extend two feet above the 100-year flood plain elevation? ❑ Yes ❑ No ® N/A
If No, what measures are being taken to protect them against flooding?
4. Volume of storage in wet well above pump on elevation: 396 Gallons (include calculations)
5. How power reliability will be provided in accordance with 15A NCAC 02T .0305(h)(D):
® Wet well storage provides 24 hours worth ofwastewater storage; or
❑ Wet well storage provides wastewater storage based on power reliability and response times
(See "Policy for Meeting Reliability Requirements")
Provide 3 years of power history (late in the area.
v Provide response time to replace a failed pump. This would include travel time, time to replace pump, etc.
Wet well storage would be based on whichever is greater.
All other pump stations meet the reliability requirements of 15A NCAC 02T .0305(h)(I ): ® Yes ❑ No ❑ N/A
6. Summarize simplex pump station design elements:
Design Element
Plan Sheet
Reference
Specification
Reference
Emergency Contact Placard or Sticker
C2.16
TS 021
Screened Wet Well Vent
C2.16
TS 021
Restricted Access Details
C2.16
TS 021
Control Panel
C2.16
TS 021
High Water Alarms (Audible & Visual)
C2.16
TS 021
Valves (Check, Gate, etc)
C2.16
TS 021
Air Relief Valves
N/A
TS 021
7. Summarize the pipe length by diameter to be permitted. Lines from a building to the septic or pump tank should be excluded.
(provide attachments if necessary)
Zone
From Node
To Node
Diameter (in)
Length (feet)
# Pumps in Zone
Pump Model
Specified for Zone
N/A
2
3,200
N/A
N/A
N/A
3
880
N/A
N/A
N/A
4
2,210
N/A
N/A
8. Air release valve station locations per I5A NCAC 021' .0305(i) (provide attachments if necessary)
Air Release Valve #
Station
Plan Sheet Reference
NIA
N/A
N/A
FORM: ASEA 10-23 Page 3 of 5

Vlll. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in I5A NCAC 02T .0305(f & (g) ® Yes El No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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 li impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, FIQW, 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
An�swimmingpools
10 feet
Final earth grade (vertical)
36 inches
- ISA NCAC 02T.0305 s contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
Y If noncompliance with 02T.0305(f) or (g), see Section IX 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 .0200? ❑ Yes ❑ No ® N/A
]'his 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?
r Information can be obtained from the 401 & Buffer Permittini4 Branch
5. Does project comply with 15A NCAC 02T.0 I9-5
f) (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 I.5A NCAC,02-1 ..0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strearnbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
i- 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: ASEA 10-23 Page 4 of 5

IX. 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 Application and supporting documents.
2. Professional Engineer's Certification:
I Nathan Pound attest that this application for
(Professional Engineer's name from Application Item 111.1.)
Cameron Pines
(Facility 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. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with this application package and its instructions, as
well as all applicable regulations and statutes. 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 143-215.6B, 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 1.5A NCAC 02T.0106(b):
v
N T.
pIJJJIlI!lJ111111611+,\
v����o �r►�_ �, _ SlCS_ t; attest that this application for
(Signature Authority's name & tit e from Application Item 1.3.)
(Facility name frorn Application Itern 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of
wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that
may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application package
are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. As the permittee for the pressure sewer system, 1 understand I will be required to
own, maintain, and operate all individual pump stations.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine of Me$,000 as well as civil penalties up to $25,000 per violation.
r� , �Signature; -�--� I � • �� _ Date: Z 1 (iV z
FORM: ASEA 10-23 Page 5 of 5

X. GRAVITY SEWER DESIGN CRITERIA - 15A NCAC 02T .0305:
I. Summarize Gravity Sewer to be permitted:
Size (inches) Length (feet) Material
n/a n/a n/a
X1. PUMP STATION DESIGN CRITERIA — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: Amenity
2. Approximate Coordinates (Decimal Degrees): latitude: 33.91843' Longitude:-78.4642'
3. What is the nearest 100-year flood elevation to the facility? 17A feet mean sea level. Source: NC FRIS
Is any of the proposed project located within the 100-year flood plain? ❑ Yes ® No
4. If Yes, are the following items provided per 15A NCAC 02T .0305(e)
Water -tight seals on all station hatches and manholes; and
Control panels vents extend two feet above the100-year flood plain elevation?
❑ Yes ❑ No ® N/A
If No, what measures are being taken to protect them against flooding?
5. Finish grade elevation of the pump station: 41.0
6. Design flow of the pump station: 0.04032 millions gallons per day (firm capacity)
7. Operational point(s) of the pump(s): 28 gallons per minute at 140 feet total dynamic head (TDH)
8. Number of pumps provided: 2
9. Number of pump cycles at average daily flow: 2.6 cycles per hour
10. Power reliability in accordance with 15A NCAC 02T .0305(hJW:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r 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 fell+- 15A NCAC 02T
.0305(h)(l)(C) OV. b't�Z'f�2d�y
or sleg IXXZ. ziATCD
❑ 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.
I f 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.
Section X & XI Attachment Page 1 of 2

X1. PUMP STATION DESIGN CRITERIA (continued)
11. Summarize the pump station design elements:
Design Element
Plan Sheet
Reference
Specification
Reference
Power Reliability Source and Associated Elements
C2.16
TS 021
Screened Wet Well Vent
C2.16
TS 021
Check Valves, Gate Valves, etc.
C2.16
TS 021
Control Panel
C2.16
TS 021
Restricted Access Elements (Fence, Wet Well Lock, etc)
C2.16
TS 021
Audible and Visual Alarms
C2.16
TS 021
TelemetrylSCADA
C2.16
TS 021
Level Controls
C2.16
TS 021
Weatherproof Sign with Required Information
C2.16
TS 021
Air Relief Valves
n/a
TS 021
12. Summarize the force main to be permitted:
Size (inches)
Length (feet)
Material
High
Elevation (feet)
Discharge
Elevation (feet
Pump -Off
Elevation feet)
2
206
SDR-9 CTS
HDPE
39
39
35.5
13. Air release valve station locations per 15A NCAC 02T .0305(i):
Air Release Valve # Station Plan Sheet Reference
n/a n/a n/a
Section X & XI Attachment Page 2 of 2