WQ0018663_Application (FTSE)_20181120

Central Files.- APS SWID
10/22/2018
Permit Number WQ001 8663 Permit Tracking Slip
Program Category Status Project Type
Non-discharge In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations,&Pressure Sewer Extensions K Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
138,000
Facility
Facility Name Major/Minor Region
The Farm @ Brunswick Subdivision Sewer Minor Wilmington
Location Address Coun ty
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government-County
Owner Affiliation
Ann B.Hardy
PO Box 249
Dates/Events Bolivia NC 28422024
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/8/2000 10/19/2018
Regulated Activities Requested/Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

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THOMA & HUTTON
611 BURROUGHS & CHAPIN BOULEVARD, SUITE 202
MYRTLE BEACH, SC 29577 I 843.839.3545
WWW.TH OMASAN DH UTTO N.COM
J Ct E k°E '..
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October 17, 2018
C 7 9 2018
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L ofl '
oper�jlli ,
NC DEO
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Farm at Brunswick Phase 16/17
Public Forcemain
Fast Track Application
J-18312.1600.500
On behalf of DR Horton, Inc. and the Brunswick County Utilities, we are pleased to submit
the Application for Approval of Engineering Plans and Specifications for Waste Water Supply
Systems for the above referenced project. The following items are included for your review:
• Narrative
• One (1)original and one (1)copy of Fast-Track Application Form i
• Check in the amount of$480.00 for the application fee
• One (1)color copy of an 8.5" x 11" 7.5 minute U.S.G.S. map
• Street Level Map
• One (1)copy of the Brunswick County approval letter
• FTSW 08-13 form
Please review the above information and, if acceptable,we respectfully request NCDENR
approval of the application. Please feel free to contact me at [phone] should you have
any questions or comments. Thank you for your time and assistance with this project.
Sincerely,
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THOMAS& HUTTON
. �,yi}d`.. � . �I�gNY.t(nW\wnwY'SRnatYN �w
John Richards, PE
Principal/Project Manager
Enclosures: As listed above
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ZA 18312\18312.1600\Documents\Applications and Submittals\Water&Sewer\NCDENR-LT submittal.docx
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State of North Carolina
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 i.
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Application Number. (to be completed by DWR)
All items must be completed or the application will be returned
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I. APPLICANT INFORMATION:
1.Applicant's name: Brunswick County(company,municipality,HOA,utility,etc.)
2. Applicant type: Individual Corporation ❑General Partnership ❑Privately-Owned Public Utility
pP YP ❑ ❑ P p
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❑Federal Z State/County ❑Municipal El Other
3. �Signature authority's name:William L.Pinnix PE per 15A NCAC 02T.0106 b
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Title:Director of Engineering
4.Applicant's mailing address:PO Box 249
City:Bolivia State:NC Zip: 28422- �+fi
19
Zulu .,
5. Applicant's contact information: j
Phone number: [phone] Email Address:
II. PROJECT INFORMATION.
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1. Project name:Farm at Brunswick Phase 16/17
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2. Application/Project status: ;;e (New Permit) Existing Permit/Project
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If a modification,provide the existing permit number:WQ00 and issued date:
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If new construction but part of a master plan,provide the existing permit number:WQ00
3. County where project is located: Brunswick
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4. Approximate Coordinates(Decimal Degrees): Latitude: 33.9256' Longitude:-78.5664' j
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5. Parcel ID(if applicable): 2260001114
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:John H.Richards License Number. 25939
Firm: Thomas &Hutton
Mailing address:611 Burroughs&Chapin Blvd, Ste 202
City:Myrtle Beach State: SC Zip: 29577-
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Phone number: [phone] Email Address:richardsj @thomasandhutton.com
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IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:.Carolina Shores Permit Number:NCO044873
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Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ0018663 Mod Downstream(Receiving)Sewer Size: 8 inch
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System Wide Collection System Permit Number(s)(if applicable):WQCS00284
Owner Name(s):Brunswick County
FORM: FTA 04-16 Page 1 of 5

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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 ®N/A
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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):
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 ❑ Swimming Pool/Clubhouse j
❑Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment) !
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5. Nature of wastewater : 100%Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect? ❑Yes ❑No
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6. Has a flow reduction been approved under 15A NCAC 02T.01.14(f)? ❑Yes Z No
➢ If ves,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
Single Family Residential 210 gal/day 89 189690 GPD i
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 18,690 GPD
a See 15A NCAC 02T .011.4(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.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 18,690 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:
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❑Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain):
FORM:FTA 04-16 Page 2 of 5

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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 3287 PVC SDR-35
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➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
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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: {
2. Approximate Coordinates(Decimal Degrees):Latitude: Longitude:- °
3. Design flow of the pump station: millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): gallons per minute at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliabilityin accordance with 15A NCAC 02T.0305(h)(1):
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❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all um stations with an average daily flow eater than or equal to 15,000 gallons per day
q pump g y �'
➢ 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)
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or
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Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(C):
El p p g P gg g Y
➢ 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.
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Page 3 of 5
FORM:FTA 04-16

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IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ®Yes ❑No
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➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewers stems:
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 d vertical-reclaimed over sewer 18 inches
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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 100 feet
"Waters classified WS(except WS-I or WS-V B SA ORW H W,or SB from normal
W ( p )> � Q
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
An 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 i
➢ 15A NCAC 02T.0305(o contains alternatives where separations in 02T.0305(1i cannot be achieved.
);0. **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaagce
➢ If noncompliance with 02T.0305(f)or(),see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ®Yes ❑ No
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➢ 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
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3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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4. Does the project comply with an individual 404 Permit or any 401 Certifications? ®Yes [:]No
➢ Wetland-related permits shall be requested, obtained,and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 1.5A NCAC 02T.0105(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 j
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?"
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Per 15A NCAC 02T.0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
p parallel arallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
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El Yes ®No
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➢ If yes,include an attachment with details for each line,including type(aerial line, size,material,and location). j
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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

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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 versions and the Gravity Sewer Minimum Design Criteria(latest versionZ as applicable?
®Yes ❑No
If No,complete and submit the Variance/Alternative Design Request application(VADC 10-14)and supporting documents for
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review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I� John H. Richards, PE 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, j
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 143-215.6B, 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.
��� C ARO
North Carolina Professional Engineer's seal,signature,and date: ,�' C `..��•-r-•"•.r
;,.
Q.
a BAR wz
As
by
THOMAS .. ,
s .. �.
HUTTON
: ENGINEEs*'.RING
CO
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on 0
IN *moo a
0.0 tit lilts 10
MaNaW
3. Applicant's Certification per 15A NCAC 02T .0106 b : ��'ir ' 'OF a��111
pp p O ��� �
Jae" I ill %
attest that this application for
(Signature Authority's name&title from Applica ioh4tem I.3.)
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- j
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 we civil penalties up to$25,000 per violation.
Signature: - •- Date:
Approved as to Forrn.
.s County Attomey
FORM:FTA 04-16 Page 5 of 5
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State of North Carolina
Department of Environmental Quality
Divi-Oon of 1?Gtter Rtaourc,.. Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is beingrequested: Farm @ Brunswick-Phase 16 & 17
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: CAROLINA SHORES WWTP
b. WWTP Facility Permit#: NC 0044873
All flows are in MGD
c. WWTP facility's permitted flow 0.530
d. Estimated obligated flow not yet tributary to the WWTP 0.213
e. WWTP facility's actual avg. flow 0.313
f. Total flow for this specific request 0.01869
g. Total actual and obligated flows to the facility 0.544
h. Percent of permitted flow used 102.3%
II. 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:
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(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm/p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
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Farm#2 0.2578 0.103 0.040 0.034 0.074 0.029
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The Firm Capacity of any pump station is defined as the maximum pumped flow that
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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
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factor(pf)not less than 2.5..
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.
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Downstream Facility Name (Sewer): Farm @ Brunswick
Downstream Permit Number: WQ0018663 MOD
Page 1 of 6
FTSE 04-16

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III. Certification Statement:
I William L. Pinnix, Dir of Engr 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
receivingwastewater treatment facility and that the flow from this project is not anticipated to
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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 indicates acceptance of this wastewater flow.
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Signing Official Signature Date
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Page 2 of 6
FTSE 04-16

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Proposed Activity: Engineering I Surveying I Plonning I GIS I Consulting
Farm et Brunswick Phase 16117
CLIENT: 6'l 1 Burroughs&Chaffin Boulevard Suite 202 �
D.R. Horton, INC.. Myrtle Beach, SC 29577 w 843.83r9.3545
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LOCATION: BrunsWick County,North Carolina
DATE: Au uSt?7,2 18 DRAWN BY: MDS SHEET: 1 �
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JOB NUMBER: 18312.1600 R VIEWED BY: JHR SCALE: 1"=2000'
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