WQ0045452_Application (FTSE)_20240531

Intracoastal Engineering PLLC
May loth, 2024
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 2-8405
Re: Chappell Loop Apartments
PN 2023-008
Dear To Whom It May Concern,
Please find enclosed (1) original and (1) copy of Fast-Track Application for SS
Main Extensions, (1) FTSE Form, (1) fee check ($600.00), (1) Sewer Narrative, and (1)
USGS Topographic Map for the above referenced project.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, P.E.
5725 Oleander Dr. Unit E-7 Wilmington,NC 28403 (91O)859-8983

05/20/24 PN 2023-008
Sewer Narrative
Chappell Loop Apartments
Town of Leland
Brunswick County, NC
Chappell Loop Apartments project is proposed to occupy a 20.35 acre vacant
parcel located on the north side of Chappell Loop Rd. approximately 500' west from the
intersection of Chappell Loop Rd. and Eastwood Ln. in Leland, NC. The site is bordered
by Chappell Loop Rd. to the south, and residential properties to the north, east and
west. The project proposes the construction of five apartment buildings containing 60
one-bedroom and 14O two-bedroom apartments. The requested flow will be for 28,000
GPD (14O gpd/unit). This flow will be routed to an Existing Public SSMH by means of
8" gravity mains with 6" PVC services proposed for this site. The flow will ultimately
reach the Belville WWTP treatment plant, Permit No. NCo07554O. Stormwater runoff
from this site is discharged to Brunswick River in the Cape Fear River Basin,
Classification SC, Index# 18-77.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Brunswick Regional Water& Sewer H2GO(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: Bob Walker per 15A NCAC 02T.0106(b)
Title: Executive Director
4. Applicant's mailing address:P.O.BOX 2230
City: Leland State:NC Zip:28451-
5. Applicant's contact information:
Phone number: 910 371-9949 Email Address:[e-mail]
I1. PROJECT INFORMATION:
l. Project name: Chappell Loop Apartments
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: Brunswick
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.219'Longitude:-77.999'
5. Parcel 1D(if applicable): 03800008(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Charles D.Cazier,P.E. License Number: P-0662
Firm: Intracoastal En ink PLLC
Mailing address: 5725 Oleander Dr.
City: Wilmington State:NC Zip:28403-
Phone number: 910) 859-8983 Email Address: Charlie c@intracoastalen ink eerie .com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Belville WWTP Permit Number:NCO075540
Owner Name:Brunswick Regional Water&Sewer
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0021456(M)
2. Downstream (Receiving) Sewer Information: 8 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water& Sewer
FORM: FTA 10-23 Page 1 of 5

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 HOA/POA Operational Agreement(FORM:HOA)and
supplementary documentation as required by 15A NCAC 02T.0I 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(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(fl? ®Yes ❑No
➢ If Yes,provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow',' No.of Units Flow
Residential- 1 Bedroom 140 gal/Unit 60 8,400 GPD
Residential-2 Bedroom 140 gal/Unit 140 19,600 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 28,000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:28,000 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ 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 10-23 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
8" 819 C-900 PVC
➢ Section I1&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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
Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. 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.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
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.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ 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):
❑ 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 all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? ®Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
ZWater mains(vertical -water over sewer preferred,including in benched trenches) 18 inches
ZWater mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 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.0305( or(g),see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(fl 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 NC Surface Water Classifications webnaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [—]No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements 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: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0 I 05(c)(6)(additional permits/certifications)? ® Yes [—]No
Per 15A NCAC 02T.0 I 05(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
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 10-23 Page 4 of 5

X. CERTII+ICATiONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desigo Criteria for the Permitting of Nunn Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as 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
concurrently with the approval of the hermit and protects requiring a variance approval may be subject to loneer
review times For protects requiring two or more variances or where the variance is determined by the Division to he a
significant portion of the protect the full technical review is required.
2. Professional Engineer's Certification: /s , J
1,t,�i�►� .CA21Fi�L_ ,attest that this application for `j`{APM LL+>� I1
(Professional L-ngineer's name from Application I(em Ill 1.) (Project Name from Application Item 11.1)
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,
Minimum Design Criteria for Gravity Sewers(la(est version),and the Minimum Design Criteria for the Fast-Track Permitting:
of Punin 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.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 1
North Carolina Professional Engineer's seal,signature,and date: I
SM
s
. y
3, Applicant's Certification per 15A NCAC 02T.0106(b):
1,- _1A Ad f ,attest that this application for t6
(Signature Aulhonty Name from Application item I.3.) (Pr 3 ct Nam�ftm pli�i.niteli1.1)
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 allachgnents are not included,this application package is subject to being returned as incomplete. 1 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$25,000 per violation,
Signature:- I J �"-" C/`� �/ Date:
FORM:FTA 10-23 Page 5 of 5

State of North Carolina
R
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Brunswick Regional Water and Sewer
Project Name for which flow is being requested: Chappell Loop Apartments
More than one FTSE)nay be required for a single project if the owner of the WWTP is not responsible for al1 punnp
stations along the route of the proposed wastewaler flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Belville WWTP
b. WWTP Facility Permit#: NCO075540
All flows are in MGD
c. WWTP facility's permitted flow .650
d. Estimated obligated flow not yet tributary to the WWTP .645
e. WWTP facility's actual avg. flow .385
f. Total flow for this specific request .028
g. Total actual and obligated flows to the facility 1.058
h. Percent of permitted flow used 163%
Il. 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)=(B+C) (E)=(A-D)
Design Approx, Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
#35 W00021456 0.719 0.287 _ 0.010 0.02 0.032 0.256
*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 Flow 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<0.
Downstream Facility Name (Sewer): Brunswick Regional Water& Sewer
Downstream Permit Number: WQ0021456
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Bob Walker 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 I1 plus all attached planning assessment addenduirns 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.
-7� ('Go--'� -air.
Signing Official Signature 1 Date
Title of Signing Official
Page 2 of 8
FTSE 10-23

NEW
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H.Sullins Dee Freeman
Governor Director Secretary
K.Davis Fennell,P.E. November 5,2010
Coast Line Engineering PLLC
2107 Laurel Oak Way
Leland,NC 28451
Subject: Belville WWTP (NC0075540)
Flow Reduction Request
Brunswick County-
Dear Mr.Fennell:
On May 17, 2010, the Pretreatment, Emergency Response and Collection Systems (PERCS)Unit of the
Division of Water Quality received a flow reduction request for connections to the Belville WWTP. The letter
requests an allowable flow rate of 70 GPD per bedroom based on the evaluated data from the WWTP and water
usage data. Additional information requested regarding Belville WWTP DMR flow values, diverted
wastewater flows and flow calibration was received on October 7,2010.
The DMR data from the Belville WWTP (NC0075540) from January 2009 through July 2010 was
analyzed by PERCS Unit staff, along with water usage data from H2GO, as well as inflow and infiltration data.
The highest usage month was February 2010 for the Belville WWTP.
Based on the data, the Division hereby grants a reduction in flow,to 70 gpd/bedroom (minimum of 140
gpd for 1 and 2 bedroom residences) for sewer extension permits issued tributary to the Belville WWTP.
Regardless of the adjusted design daily wastewater flow rate at no tune shall the wastewater flows
exceed the effluent limits defined in the NPDES permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connections)
If you have any questions or comments regarding this matter, please contact Sarah Morrison at (919)
807-6310, email [[e-mail]] or Deborah Gore, Unit Supervisor at [phone], email
[[e-mail]].
Sincerely,
.fw Coleen H. Sullins
CC: Bob Jones,Director IUGO;516 Village Rd;Leland,NC 28451
Dean Hunkele,Wilmington Regional Office(via email)
Lamont Allen, Wilmington Regional Office(via email)
NPDES Unit,Permit File NCO075540
PERCS Flow Reduction File
1617 Mail Service Center,Rakth,North Carorrne 27699-1617
Location:512 N.Sakshury SL Raiegh,North Caruluia 27604 1��One
Phone919M7-Mk FAX.91M07-64921 PERCS Unit FAX!919-807�'M%Customerservice:1-677-62W48 1VO hCarolina
Internet htloAx rtal.ncdenrAm PERCS Unit htWJ/oortal.nodenromkm WakwnW ret a�u y,�//„
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