WQ0042500_Application (FTSE)_20210525

Central FileS AP5 — SV P
516l2021
Pt4tmlt �iurjber VVQ0042500 Permit Tracking Slip
Program Category status Project Type
Nan-dlscha,qg In review New P(OlOCt
permit Typs Version Permit CiassHicatlon
raw"ty gar Extension Pump Statons & Pressure Sewer Extensions A lndivrduai
PrirWry Raviewar
hrler taenson
Cciastal sWRule
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Major+Minor Region
Old MIIi 5ubdivisian Minor WIrnmgVr
County
Location Address Brunswick
Facility Contact APfilration
CWTIer
Owner Name Owner Type
9runswicic Regronal Waver and Sewer H290 Government - County
Owner Affiliatiorl
RoWrt Walker
PO Box 2230
Dates'Events Leland NC 284S'22
Scheduled
Ortg Issue App Received Draft Initiated Issuance Public Notice lssue Effective Expiration
5+5i?'02t
- - -. ._. Go.,.x*nri il7arniutart FvarttR
_

W
Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Sox 1172 Phone: [phone]
Wilmington, NC 211402 Fey: 910-254-OS02
www.cldeng.ccm
To; NCi)FQ-D WR
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Attu: Dean Huakele
CGEIV
MAY 0 5 2021
r
Date: May 5, 2021
File; 986-02
Subject:
Fast Track rApplicatians
Old Mill Subdivision
❑ As Requesled ❑ For Your Files
❑ For Distribution ®For your Review f Action! Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No.
ilewription
1 Original
Submittal Cover Latter
T Check
In the Amount of $480,p4
1 Original
Fast Track Sewer System Extension Application (PTA-04-16)
t Original
Flow Tracking/Acceptancc for Sewer Extension Application (FTSE 10-18)
Signed by Brunwick Regional Water and Sewer
l Original
Flow TrackinglAceeptance for Sewer Extension Application (FTSE 10-18)
Signed by Brunswick County
Original
Supplemental USGS and Street Level Maps
1 Copy
All Items Listed Above
Remarks Please contact our office should you have any questions or concerns. 'Thank you.
CC: File C a Design, PLLC
Client
Signed
lay R. Carmine„ P>

Coastal Land Design, PLLC
Civil Engineering;Landscape Architecture
Land Planning?Construction Management
May S. 2021
NCDtQ
127 Cardinal Drive Extension
Wiltnington, NC 28405
(910) 796 — 7216
Re- Fast Track Sewer System Extension Application for the Old Mill Subdivision
Old Mill Subdivision is a planned subdivision located on approximately 44-acres in Brunswick County, North
Carolina. This project is proposed to contain 68 single-family residential lots: each with the NCDEQ-approved
flow reduction allocation of 210 gallons per day (gpd). The total daily design flow is 14,280 gpd_
This project will be serviced by the extension of gravity sewer system and one centralized pump station that will
discharge sewer into an existing Brunswick Regional Water and Sewer (H2GO) sewer manhole located on the
east side of Nester Court. The proposed pump station is designed to service all the residential Lots at 210 GPD.
Included with this submittal are provided below. The application fee was submitted with the original submittal.
+ H. Cover Letter (This Sheet)
* C. Application Fee ($480.00)
• D. Fast Tracts Application (Farm: FTA 44-16)
• E. Flow Tracking/Acceptance Form- FTSE ]0-18)
+ F. Site Maps (USG5 Topographic Map and Street Level)
If you have any questions or need any additional information, please feel free to contact our office.
Very Respectfully,
ti,tll±,�yi1�1f/
Z-.�'O�
?..7
19 f �rj�
IWC
Jay Carmine, P.E.
Project Manager
cc: File
P.O. Box 1172 Wilminglon, NC 28402
Phone [phone] Fax;910-254-4542 ww►y.CLDeng_com

Male of North ('arrolina
DWR
Department of Environmental Quality
Division of Water Remources
IiA NCAC 02T.0300 — FAST TRACK SEWER SVS't'I'.M 1EXTE NSION AP111,11 'ATIUN
D41,1I10on of Ulster R[LOrIKES
I'1'h 04-16de SUPPORTING [IUCUM!':N'1'A'f'I{}N
Application Number Ionhc cnpnpar,rd by DWRI
All Yerns must be om I t d or 1bg apullication will he returned
I. APPLICANT INFORMATION:
I. ApplicanPs name: Brunswick Resdonal WaLer mind cwcr i1I2601(company, municipality, IIDA, utility, etc.)
2. Applicant type: ❑ Individunl ❑ Corporation ❑ General Partnership ❑ PrivntelyOwned Public Utility
❑ Federal ❑ Statdcounty ❑ Municipal ® Olhcr
3. Signature authority's namc: Bob Walker. per 15A NCAC QT A 1061 a}
Title: Exmufive
4• Applicant's mailing address: P.Q. Box 223
City: Ian State: a. Zip: 2$45I .,
5. Applicant's contact information:
Phone number: (910) DI-24 Email Address; walkcr(rt)h2gvoalinc.wm
H. PROJECT INFORMATION:
1, Pwiect name: Old Mill Subdivision
2. Application-+Projcct status: ® Proposed (New Permit) ❑ Existing Permit/Proicct
If a modification, provide the cxiscing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQDO
3. County where project is located: f unswick
4. Approximate Coordinates (Decimal Degrecs): Latitude: 24.2578° Longitude: -78.019h°
5. Parcel ID (if applicable): 0290012901
(or Parcel ID to closest downstream sewer)
IIL CONSULTANT I-NFORMATION:
1. Professional Engineer Jason R_ Carmine License plumber- 033196
Firm: Coastal Land Nsi n PLLC
Mailing address: P.O. Box 117d
City: Wilminfacn State: hC Zip: 28402-_
Phone number: (2LO) 254-2131 Email Address: icarminc u.cldeng_comm
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
L Facility Name: " e'-si l W wT Permit Number; Ak Uo$ (a !B 19
Owner Name: 3—B&Swlcf w Y
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Permit Numbcr(s): WQ 001W5w(K.) Downstream (Receiving) Sewer Size: 8_ inch
Systcm Wide Collection Sysiesn Permit Number(s) (if applicable): WWS c)O.W2
Owner N amc(s): 5G-o
FORMFTA U 16
Page 1 of 5

GENEPAL REQVIREMENTS
1. lfthe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ❑NIA
If the Applicant is a Developer of tots to be sold, has a 20SJopj;f s Operslional. Aurcemcott. [FORM: DE VD been attached?
❑ Yes [:]No ®NIA
If the Applicant is a H m f}wn rs' eiatiMAas a ti nal A reemcnl I F 10A been attached"
❑ Yes []No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential OAmcd ❑ Rcuil (stores, centers, malls) ❑ car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool I day care ❑ Medical / dental / veterinary facilities El5wimming Pool !Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Fitter Backwash
❑ Businesses I offices I factories ❑ Nursing Home [] Other (Explain in Attachment)
S. Nature ofwastewater : 1Q°Ao Domeslic/Commercial °Y4 Commerciat
_ % Industrial A 03 0 }
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow rc"clion been approved under 15A NCAC 02T .4114if1? ® Yes ❑ No
Y if Yes, provide a cour of flog►• reduction xnoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see t12T.0 Ill 4a
Daily Design Flow"
140, of Units
Flow
Old Mill Subdivision
210 gallday
68
E4,290 GPD
gall
GPD
gal/
GPD
gaff
GPD
gall
GPD
gau
GPD
Taro!
14,280 GPD
a See 15A NCAC 02T .0114ib1- (d). (c)(1) and fe3(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G-S_.42A }.
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NC.A(7 i12T,01 141 shall be
determined using available flew data, water using fixtures, occupancy oroperation patterns, and other measured data.
R. Wastewater generated by project: 14,28fi GPI? (per l iA N `AC 02T .0114
Y 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 Zinc
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or reptacement of existing sewer with no new flow expected
❑ Other (Explain).
FORM: FTA 04- l6 Page 2 ors

Vlt. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & ti1DC Gravity- Sewers
1, 5ummarixc gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,254 PVC
> Section Il & III of the IVIDC for Permitting of Gravity Sewers contains information related to design cntena
> Section III contains information rclaied to minimum slopes for gravity scwer(s)
Y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PIMP STATION DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC jPump StationslForce Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: I
2. Approximate Coordinates (Decimal Degrees): Latitude: 34,2548' Longitude: -780217'
3. Design flow of the pump station: 0.01428 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 142 gallons per minute at 24 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 261 PVC
G. Power reliability in accordance with l5A NCAC 02T .0305(h)(11:
® Standby power source or pump with automatic activation and telemetry -I SA NCAC 02T ,0305(b)(l)(H)_
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I SA NCAC 02T
.0305(h)(1 )(c)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1 (C").
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i> 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 of5

SETBACKS & SEPARATIONS — (02H .02110 & 15A (NCAC 02T .0305(i)]:
00 1. floes the project comply with all separations found in 15A NCAC 02T .0305
Y 15A NCAC 02T 0305 costa'
® Yes ❑ No
ins minimum se orations that shall be provided for sewer
Setback Parameter*
systems:
Se aration 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 Ivertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including arty wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"'Waters classified WS {except WS-1 or WS-V), B, SA, ORW, HQW, or SU 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
Any building foundation
10 feet
5 feet
Any basement
1 a 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 vcrticall
36 inches
> 15A NCAC 02T.0305contains alternatives where separations in 02T-0305(f) cannot be achieved.
A "Stream classifications can be identified using the Division's NC Surface Water Classifications wcb a e
➢ If noncompliance with 02T.0305(f) or-W. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Diviision'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
9 As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per I5A NCA0_0.28_,0200? ® Yes ❑ No
Y This would include Trout Buffered Stt+eams per I SA NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? G] fires [] 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 15A NCAC 02T.0105(c){6l (additional permnitslcetliftcations)? ® Yes ❑ No
Per 15A NCAC 02T.0105L IL6_), 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.).
G. Does this project include any sewer collection lines that arc deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
Y if yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he 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- 1 b Page 4 of 5

CERTIFICATION&
I Does the submitted system comply with .l S� O2i, the Minimum Design Crileria I'M Ih I Pc tti f m t� n
and Force Mains flatest version), and the Gravit vcr Minimum Dcsi n Criteria lac t Ve i as applicahle?
Yes No
If No, complete and Submit the Variance/Alternative Design Request application (VARC I n-14) and supporting documents for
review_ Apwroval. of the reguest is re ulred prior to submittal of the F>tst Track A ticatia, and su nrtin documents.
2. Professional Fnginoer's Certification:
Jason R. cisZrmlll P attest that this appli"ion for
T {Professional Engineer's name from Application Item
rpi
has been reviewed by me and is accurate, complete and consistent with the info rrnatiosr supplied in the plans, .hat to the best
enginrmeting caleulalions, and all other supporting documcntation to the best of my knowled fu her tGtavi y�Sewcr
of my knowledge the proposed design has been prepared in accordance with the applicable
Minimum Design Criteria for Gravity Sewers (latest vcrsion), and the Minimum f}csign Criteria for the Fasten portion�f (his
of pump Stations and Force Mains (latest version). Although other prOfcssianals may have developed certain portions
submittal package, inclusion of these materials under my signature and sea] signifies that r have reviewed this material and
have judged it to be consistent with the proposed design,
any person who knowingly makes any false
NOTE — In accordance with General Statutes 14 -
and l4 2 6
statement, representation, or ccrtification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine nut to exceed S 10,000, as well as civil penalties up to s25,000 per Violation.
North Carolina Professional Engineer's seal. signature, and date:
3. Applicant's Cenifi ation per 15A NCAC 02T .01 t}4(b}:
{Signature Autharir
or
's name & title from Application Item 1.3_)
�uII, I NI,rll,t fti
CAR
SEu =
� 4r
ate: �62'i'�4.22
09:28:11.04'0o' .........
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. [ 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. 1 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 - [n accordance with Caeneral Statutes 143-215.6A and 143-215.6B, any pemn 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 S 10,000 as well as civil penalties up to $25,000 per violation,
Si�aiurc: r _
FORM: F'TA 04-16
Date: S" 3 r 2' 1
Page 5 of 5
I
I'1`3L IU-1K

Stale of North ('arvelina
(<wcr Extension ply
Mp:trlinrnl of Eavironnienial Qtjalits
Division of Water lies❑urce
WR
t3tvi41an of Water Resources
rt
Flow Trackingfor SExtiApplications
I'muly Requesting Allocation: Brunswick Regional Water & Sewer
Project name for which flow is being requested: [old Mill `subdivision
,Hare than one F UE treat' be required for a xrugle praferr tf race owner of roe Ft 117f A nor responsible fur all pump
srarlom along the roure of the proposed wastewater flow,
L Complete this section only ifyou are the owner of"the ►vaslewatcr trealntent plant.
a. WWTP 1=acility Name: northeast Rc ional WW-1 P
b. WWTII Facility Pemtit #: NCO086819
Aft lows are in MGD
C. W'NVVP facility's perntiticd flow
d. Estimated obligated flow not yet tributary to the WWTP
c. WWTI' facility's actual avg. flow
f. Total flow for lhis specific request 0,014280
g. Total actual and obligated flows to the facility
h. Percent ofpermilted now used
I1. Complete this section for each pump station you are responsible For along the route of this proposed
wastewater now.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,'
Number)
No.
MGD
701dMill nOO16854(M)
.605
(A)
(11)
W1
ID}=[8fC]
(EMA-D)
Design
Approx.
Average
Current
Obligated.
Total
Daily
Avg.
Not Yet
Current
Flow"
Daily
Tributary
Flow Plus
(Firm I pf),
Flow.
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity""
,242
034
.031
.065
.177
* 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
(pr) not less than Z S, per Section 2.02(A)(4)(c) of (lee Minimum Design Criteria.
*** A Planning Assemment Addendum shall be attached for each puttip station located
between the project connection point and the V4'4 TJ1 where the Available Capacity is r U.
Downstream Facility Name (Sewer): Brunswick Rc Tonal Water Sewer
Downstream Permit Number: WQ0016854(M)
Page I of 6
FTSE 14-18

■
IIL Certification Statement:
1=30b Walker _ certify to the hest of"my knowledge that the addition of
the -valtrme o1`wwastewater to be perrnitted in this project has beCtt evaluated along the Toole to the receiving*
waste,w-ater trcatmem facility and that the flow front this prod ct is not anticipaled to cause any capacil},
related sanitary sewver overflows or overhurden any dowvnstrcam Pump station cu route to the receiving
treatment plant under normal circuntsiances, given the implentcntation of the planned improvements
identified In the Planning assessment where applicable. This analysis has been perforined in accordance
Willy local established petlicics and procedures using the heist aivailabic data. This certification applies to
those items fisted above in Sections 1 and 11 plus all altached planning assessment addendurns 1'or which f
am the responsible party. Signature of this form cerlifics that the receiving collection system or treatment
works has adequate capacity to transport and treat the pmpowd new wastewater.
4
Sfgrttr� C]It•ral �t�rlrt� G
Title of Signing l)ffidol
Page ? o f 6
S-atet
Mitre'
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSL, 10-18)
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Old Mill Subdivision
More than one FTSE trray he required for a single project if tfre owner of Me WWTP is not responsible for all pump
stadotes along the route of the proposed wmlewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: NORTHEAST BRl1NSWK:K REGIONAL WWTF
b. WWTP Facility Permit #: —WQ 0086819
Alf flows are in AfGD
c. WWTP facility's permitted flow 2.475
d. Estimated obligated flow not yet tribulary to the WWTP 1,08063
e. WWTP facility's actual avg. flow 2.014
f, Total flow for this specific request 0.014280
g. Total actual and obligated flows to the facility 3.1099
h. Percent of permitted flow used 125.6% —
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)
(g)
(C)
(D)=(H+C1 (E)-(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow"
Current
'Tributary
Flow Plus
(Name or
Permit
Capacity,(Firm 1pf),
Avg, Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MOD
MGD
Flow Capacity`**
* The Firm Capacity (design flow) of any pump statinn is defined as the maximum pumped fllrn
that can he achieved with the largest pump taken out ofscivice.
** Dcsign Average Daily Flow is the Firm capacity of Ilie pump station divided by a pealing factor
(pf) not less than 2.5, per Section 2.t12(A)(4)(c) of the Minimum Resign Criteria.
"** A Planning AssesRment Addendum shall he attached for each pump station located
between the project connection point and t1le W W'rP where the Availabic Capacity is < b.
Downstream Facility Name (Sewer): Northwest Regional WWTP
Downstream Permit Number: WQ0086819 -
Page l of 6
FTSE 10-18

III. Certification Statement:
I Witham L. Pinnix, PIJ_ 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 caPitY
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 tc
those items listed above in Sections I and II plus all attached planning assessment addendums for which 1
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 Signallire
Title of Signing Official
Page 2 of 5
FTSE 10-18
ZI

Untitled Map y
ar
62
IZ �►
�r\'• Old MW Subdivision
Ir
..id
r �
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��14 �.
• .�• , co r
Earth '� lV