WQ0042556_Application (FTSE)_20210608

Central Files APS _ 5WP
5127/2021
Permit Number WQ0042556 Permit Tracking Slip
Program Category Status Project Type
Ikon -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension. Pump Stabons. & Pressure Sewer Extensions A Individual
Primary Reviewer
tYler Benson
Coastal SWRule
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name MajDOMinor Region
Caroina Estates Minor n1irrington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
Jahn Nichols
PE
PO Box 249
DateslEvents Bolivia NC 2842202•
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5i27i 2021
Regulated Activities Requested }Received Events
Additional information requested

NORRIS & TUNSTALL
CONSUMING ENGINEERS PC. —
2602 Iron Gatc Dr., Suirc 102
Wi1mtngton, NC 28412
[phone]
[phone] Fax
John S.'runstall, P.E.
T. Jason Clark, P.E.
May 24, 2021
Dean Hunkele
NCDEQ - Water Quality Division_
Wilmington Regional Office
127 Cardinal drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Project: Carolina Estates
N&T Project No. 20107
Dear Mr. Hunkele,
1429 Ash-) Attie River Road
Ash, NC: 2M20
(910) 287-59M
[phone] Fax
J. Phillip Norris, P.E.
Joseph IC. Bland, P.
7'hom2sJ. Scheeta, E.I-
AECEMED
MAY 2 7 M1
NCDEQ
v ILMINGTON Rd
Enclosed please find a check in the amount of $480.00 (C&P Land Developers, LLC Check No.
5133) for the processing fee and the following copies:
1. Approval letter from Brunswick County Engineering
2. Sewer Narrative
3. Wastewater Pump Station and Force Main Calcs
4. Application (FTA 04-16)
5. Flow Tracking f Acceptance Form (FTSE 10-18) from Brunswick County Engineering
6. Two (2) 8 1/2 x 11 color USGS Topographic Maps
7. Two (2) site plans (ledge' size)
PEease review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Josl;ph K. Bland, P.E.
1KB/ttw
2DI07 05-24-21 s fta Itr
Enclosures
cc: D. Oliver/ T.Parker
NCBELS license C-3641

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
A ISA NCACO2T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Wager Resources PTA 04-16 & SUPPORTING DOCUMENTATION
Application Number; �� (, t, .pWd by nwx)
11 items must be completed or the applic,1000, will tx returned
1. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County_ (company. municipality. HOA, utility. etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® stateicounty ❑ Municipal ❑ Other
3. Signature authority's name: William L. Pinnix. RE. per l5A NCAG 02T .D14Ctf_b_l
Title: Director o EngJneerin
4. Applicant's mailing address: P x 249
City: Bolivia State: NC Zip: 28422
5. Applicant's contact information:
Phone number: (210 253-74 Email Address: willi innix brans i kcoun nc. ov
11. PROJECT INFORMATION:
1, Project name: arolin EAA91
2_ Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQUO and issued date:
If new construction but part of a master plan, provide the existing pennit number: WQ00
3, County where project is located: Brunswick
4, Approximate Coordinates (Decimal Degrees): Latitude. 33.9418821 Longitude:-78.5345211
5. Pancel ID (if applicable): 214(iD10201
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORP ATION:
Professional Engineer: Jose h K Bland—E. License Number: 4_11620
Firm: Norris k Tun5tall Ca sultin En in era P.C.
Mailing address: 14 Ash- ittle River R NW
City: Ash State-. NC Zip: 2 20-_
Phone number: (21_Q) 287-599-0 Email Address: N d nt ineers.cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: we- r. ?W'.6 4A Permit Number:
tNW�I=
owner Name: Brunswick County_
V. RECIEWING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): WQ O.Q 65 1g Downstream (Receiving) Sewer Size: - ► _ inch
System Wide Collection tern Permit NumbcADJif VIlicable : WQCS�X. AIq
owner Name(s): hjw i C W µni
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility. has a Certificate of Public Convenience and Necessity been attached'
[]Yes []No ZNfA
2. If the Applicant is a Developer of lots to be sold, has a Uevelopef s [�J x.rational Agcssment (FORM: DES been attached?
❑ Yes ❑No SN/A
3. If the Applicant is a F1nmr/Procriv Own ers' Association, hzs are Qgcratiatlal Aereernerzt (FURM.J3D9� been attached:'
❑ Ycs ❑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 I preschool / day care ❑ Medical J dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooUFilter Backwash
❑ Businesses J offices J factories ❑ Nursing Home ❑ (0er (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _--y* Commercial
°lo Industrial (. e5e 15A Nt AC 02T _U103(201)
sIs there a Pretreatment Program in effect? ❑ Yes ❑ No
fi. Has a flow reduction been approved under 15A NCAC 021.O1 LA ? 0 Yes ❑ NO
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see OM-01-14-0 Daily Design Flow ••° No. of Units Flow
3-Bedroom Residences 210 gal/day 174 36.540 GPD
gau GPD
gall GPD
gav GPD
gaff GPD
gab GPD
Total 36.540 GPD
a See 15A N 'AC 021,Q 114 d), (eXI land 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 Adarn ic Intracoastal Waterway to be used as vacation rentals as defined
in G. 42A-4}.
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table j SA NCAC (i"_ FA)l 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
$. Wastewater generated by project: 36,540 GPD (per 15,1, NCAC 02 V .0I 14)
to Do not include future Flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will he permitted in subsequeru permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-I6 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA {IrApplicable) -O2T -0305 & MDC tCravity Scwers):
l . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
'Material
S
6.214
PVC
8
180
DIP
Y Section 11 & 117 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i* Section l❑ contains information related to minimum slopes for gravity sewers)
Oversizing lines to meet minimum slope requirement is not allowed and s violation of the IMDC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — p2T .U305 & MUC (Puma Station!yforce Mains):
COMPLETE EACH PUMP STATION IN LURED IN THIS PROJECT
1. Pump station number or name: CarcohnA Estates Pump Sta 'on
2_ Approximate Coordinates (Decimal Degrees): Latitude: 33.943 Longitude:-TZ.535r
3. Design flow of the pump station: O.03654 millions gallons per day (firm capacity)
4. Operational point(,.;) ofthe pump(s): ?1.1_ gallons per minute at 207 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (Feet) Material
4 813 PVC
6. Power reliability in accordance with 15A NCAC 02T ,03051_h_)_I_):
F1 Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B):
Required For all pump stations with an average daily flow greater than or equal to 15,OO4 gallons per day
i 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 manuat activation, quick -connection receptacle and telemetry - 15A NCAC O2T
,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.
A 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 — (02S .0201E & i SA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A IVQA9 021 .0305(A & (g M Yes ❑ No
A I5A NCAC o2LQ1Q5W contains alternatives where separations in 02T,0 cannot be achieved.
g **Stream classifications can be identified using the division's NC Surf ce W r lassifi —tion-swebpage
p If noncompliance with 021-0305 -01-= see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® MA
D Seethe Division's draft separation requirements for situations where separation cannot be meet
Y 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 02> 0200? ❑ Yes (:]No ® NIA
This would include Trout Buffered Streams per 15A NCAC 2R.-Q2- 2
4. Does the project require coveragelauthorixation under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Y information can be obtained from the 401 & Buffer Pe i in Bran h
5, Does project comply with i5A NCAC 02TAl0i[ci[5) (additional permitslcertifications)? ® 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, 0 T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to savarnbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No ® N1A
If yes, include an attachment w4b details for each line, including type (aerial line, size, material. and location).
fligh priority lines shall be inspected by the permitteeor its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitm's individual System -Wide Collection permit.
FORM., FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with JL2&_NC,&C_,the Mi-rLm-urn I3ctiicn C'ritcria-for thgj'crmittin of�umo S[ationti
;end Force_Mains {latest ve inn and the Minimum um Design Criteria I• to t version as applicahI
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VATIC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and soaportine documents.
2. Professional Engineer's Certification:
I� attest that this application for
(Profes ionai Engineer's name from Application Item 111.1.)
Cat rp l r.t ct G: 5ta4-C3
has been reviewed by The 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 Pcnnitting
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 W-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.
North Carolina Professional Engineer's seal, signature, and date:
- 0.1
,ENGtiN �1 y~
i++�+++++e e� H• a ��'��
3. Applicant's Certification per 15A NCAC 02T .0106(b):
i �' [ 4 rDt e2' C r,crt fattest that this application for
(Signature Authors 's name title from Application
Cameo k ria E $1-c4r.5
has been reviewed by me and is accurate and complete to the best of my knowledge. i understand that if all required parrs of
this application are not completed and that if all requizet supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. f understand that any discharge of wastewater from this non-
dischargc system to sttrface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief; and/or eriminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand chat 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 14� ' 15,6A and I t l S:tiB, 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 tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
LL�
Si nature; r" P � r _ Date:1a �Q
g I
FORM- V i'A 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality -W R
Division of Water Resources
l}lrislow or W.ttt r R� ss���rt < .. Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is being requested: Carolina Estates Subdivision
More than one FT SF maybe required far a ,single project if the owner of the fi WTP is n-01 responsible for all pump
.stations along the route of the proposed wastewater flaw
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: WEST BRUNSWICK WWRF
b.
WWTP Facility Permit #: WQ 0023693
r
Alt Jiows are in AfGD
c.
WWTP facility's permitted flow
6.000
d.
Estimated obligated flow not yet tributary to the WWTP
0.24251
e.
WWTP facility's actual avg. flow
3.507
f.
Total flow for this specific request
0.03654
g,
Total actual and obligated flows to the facility
3.786
h.
Percent of permitted flow used
63.10%
11
Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(8+Q (ENA-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow"
Capacity, " (Firm 11 pO,
Current
Avg_ Daily
Tributary
Daily Flow,
Flow Plus
Obligated Available
(Name or
Number)
Permit
No-
MGD MGD
Flow. MGD
MGD
Flow Capacity`
* The Firm Capacity [design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Blow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is <4.
[Downstream Facility Name (Sewer): Carolina Shores FM 12"
Downstream Permit. Number: W 0035578
Page 1 of b
FTSE 10-18

III. Certification Statement:
1 William L. Pinnix, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party, Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature Dale
Title of5igntingOfcial
Page 2 of G
FTSE 14-18

SI'WER NARRATIVE
CAROLINA ESTATES
Thomasboro, Brunswick County, NC
For
Q & P Land Developers, LLC
385 Brookgreen drive
Lumberton, NC 28358
[phone]
d.„un,u n rr
ii A
rr�Nrr�riupt,
April 2021
Prepared by:
NCRRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash — Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3541
N&T Project No..20107

NARRATIVE
SEINER SYSTEM.
This public gravity system, pump station, and sewer forcemain is designed to
service a 174 Iot 3-bedroom residential subdivision. A total of approximately 6,400 LF
of 8-inch sewer line and 800 LF of 4 sewer forcernain will be needed to Complete the
system. The proposed SSFM will connect into an existing 12-inch SSFM along US 17.
This system will be served by Brunswick County.

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