WQ0040599_Application (FTSE)_20190308

Central Files- A P S
SW P
1/28/201.
9
W Q 0 0 4 0 5 9 9
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
ILA
Facility Name
Leland Mixed Use Development
Location Address
Cxwner
Permit Tracking Slip
Status Project Type
In review New Project
Version Permit Classification
A Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
COUnty
Brunswick
Facility Contact Affiliation

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STON EBRI DGE ROAD
WI LMINGTON, NORTH CAROLI NA,
28409
[phone]
TO: Dean Hunkele
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU Attached Underseparate cover
❑ Shop Drawings ❑Prints ❑Plans R samples
❑ Copy of Letter ❑Change order ❑ Diskette R _
a�nn[2 (OP
DATE 1 /25/ 19
JOB NO.
ATTENTION
PHONE #
RE: Leland Commercial
Sewer Permit. SubMilfp�,,_
Public Sewer
JAN
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for $480 each for applicafion fee
2
R
�
One Original & one copy of: Fast Track Application and
Flow TrackingForm
1
r
r
USGS Quad Sheet
1
�fjjSewer
Narrative
M I 'I AO U C- U 1 9—
Wil►
Operations Section
inotril-) Re ic�nai :
ice
THESE ARE TRANSMITTED as checked below:
n copies for
� For approval ❑Approved as submitted Resubmit approval
copies for
❑ For your use ❑Approved as noted ❑Submit distribution
❑ As requested ❑Returned for corrections ❑Return corrected prints
❑ For review and
comment ❑
n FOR BIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: File
SIGNED:
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
Department of Environmental Quality
nWR Division of Water Resources
15A NCAC 02T .03Q0 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: U v5� to be completed b DWR.
Pp { p y
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick Regional Water & Sewer H2G0 (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal El 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: (9 0) 371-9949 Email Address: bwalker&h2goonline.com
II. PROJECT INFORMATION:
1. Project name: Leland
A
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34..20° Longitude:-78.07'
5. Parcel ID (if applicable): 04600040,, 04600041, 0460004601. 0.460046 & 046LA061
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark N. Hargrove License Number: 19742
Firm: Port City Consulting Engineers, PLLC
Mailing address: 6216 Stonebridge Road
City: WilminZotn State: NC Zip: 28409-
Phone number: [phone] Email Address: mhargrove&ec.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Belville WWTP Permit Number: NCO075540
Owner Name: Brunswick Regional Water & Sewer 112GO
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0038820 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Brunswick Regional Water & Sewer H2GO
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 ONo NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
El Yes []No ZN/A
3. If the Applicant is a Home/Proper Owners' Association, has an Operational Agreement FORM: HOAR been attached?
El Yes QNo ZN/A
4. Origin of wastewater: (check all that apply):
Z Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash
El Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School /preschool /day care El Medical /dental /veterinary facilities El Sw* 'ng 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 % Commercial
% Industrial (See 15A NCAC 02T .0103 (20)
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f y? ❑ Yes Z No
➢ If yes, provide a copv_,ow reduction aRprov_al le_tte_r,
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'b
No. of Units
Flow
Townhome Units
210 gat/unit
123
259830 GPD
Commercial Property (Use not know)
880 gal/acre
7.76
6,829 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
32,659 GPD
a See 15A NCAC 02T .0114(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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32,569 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

t
VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 49000 C900 PVC & DIP
➢ 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
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & ®_(Pump Stations/Force 1l�Iains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.20' Longitude:-78.07'
3. Design flow of the pump station: 0.088 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 61 gallons per minute at 42 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station). -
Size (inches)
Length (feet)
Material
4
511
C900 PVC
8
25269
C900 PVC &
Fusible PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)� 11:
® Standby power source or pump with 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
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)
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.
➢ 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

k
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) &fig)
➢ 15 A WAf `. O?T 0105(f) rnntainc minimum .qPnaratinnc that .hail he nrnvidnd fnr Sewer gvvte.mv,-_
Yes El No
Setback Parameter*
Se aration Require- d-
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-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, HQW, 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 buildiLag. 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 interce for drains
5 feet
Any swimmin pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) 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
➢ If noncompliance with 02T.0305() or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 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
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 0 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 15A 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
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 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
)0, 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: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desi Criteria for the Permitting of Pun Stations
and Force ,Mains (atest verst� and the Gravitv Sewer 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. ARRroval of the re west is re uired rior to submittal of the Fast Track ARRUcation and supporting
documents.
2. Professional Engineer's Certification:
41* .
(Professional Engider's name from .Application Item 1H.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the }Mans, 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 Seger
MiDesign 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 shah be guilty of a Mass 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 sear signature, and date:
- Sss/Q
Q SEAL
19742
AJ
Sl- GIN
Vzz
3. Applicant's Certification per 15A NCAC 02T .0106(b):
f� L -
I,L)&1L<e-r / �� �.)� attest that this application for
(Signature Authority's name & title from Application Item 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 -
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 $ 10,00.0 as well, as civil penalties up to $25,000 per violation.
Signature: Date: ;-,
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
•ti )✓). y. BRA r•.r.. t>` , i>1',_
De ' art ent of Env*
row ental Quality
Division of Water Resources
. � f 'Alate-1, Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04 -16)
Entity Requesting Allocation; Brunswick Regional Water and Sewer
Project Nance for which flow is being requested: Leland Commercial
More than one FTSE may be required for a single pi-oject if the owner of the WWTP is not responsible for all pump
stations along the route of the pi-oposed wastewater, frow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Belvilte WWTP
b. WWTP Facility Permit #: NCO075540
Ali f ows are in MGD
c.
WWTP facility's permitted flow
.400
d.
Estimated obligated flow not yet tributary to the WWTP
.633
►
r:4
`.+t A,
e.
WWTP facility's actual avg. flog
359
2019
f.
Total flow for this specific request
.0326
5777
g.
Total actual and obligated flows to the facility
1.05
h.'
Percent of permitted flow use �
262
C•� � e._.____.�... ,...M..r..y.....--...�.a.>.-,art,'•.
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;
Pump
station Firm
Name or Capacity
Number) MGD
53 1.815
(A)
Design.
Average Daily j
Flow* *
(Firm / pf),
MGD
79.6
(B)
(C)
Obligated,
Approx.
Not Yet
Current Avg.
Tributary
Daily Flow,
Daily Flow,
MGD
MGD
1 5F
?1()
(D)=(B+C)
(F)=(A-D)
Total Current
Flow Plus
Obligated
Available
Flow
Capacity***
11 M
'140
* The Firm Capacity 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 Flown is the firm capacity of the pump station divided by a pealing
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 < o.
Downstream Facility Name (Sewer): Brunswick Regional. Water & Sewer
Downstream Permit Number: WQ003 8820
Page 1 of 6
FTSE o4-16

State of North Carolina
3 Department of Environmental Quality
Division of Water Resources
�i` V- *� .ter ResourcesTracking/Acceptance z y:.;- . �.. Flfor Sewer Extension Applications
(FTSE 04-16)
Entity Requesting .Allocation: Brunswick Regional Water and Sewer
Project Name for which flaw is being requested: Leland Commercial
.More than one FTSE may be requiredfor a single project if the o-vvner o� f 'the WWTP is not responsible, for all pump
stations along the route o. f the proposed wastewater, flow.
I. Complete this section only if you are the owner of the wastewater treatment pl t.
a. WWTP cility Name: BelviRe WWTP
b. WWTP Fa -lity Permit ##: NCO075540
All awsare inMGD
c. WWTPfacility' ermitted flow .40
d. Estimated obligate flow not.yet tributary to the WWTP X3
e. WWTP facility's ac avg. flow .359
f. Total flow for this specs c request .0326
g. Total actual and obligate ows to the facility 1.05
h. Percent of permitted flow u d 262
11. Complete this section. for each puxn station u are responsible for along the route of this
proposed wastewater flow. ,
(list pu np stations located between th
pr ' ect connection point and the W�1TP :
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Desi
Obligated,
Pump
Ave ally
Epp X.
Not Yet
Total Current
Station
Firm F w - *
QuTent g.
Tributary
Flow Plus
(Name or
Capacity, ` I pf),
Daily Flo
Daily Flow,
Obligated
Available
Number)
MGD MOD
MGD
MGD
Flow
Capacity*
.1 R 1 Is 0726
0
.726
.726
.726
* The Firm Capacity of any pump station is defined as the maximum. pumpea now tnat
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 pealing
factor (pl) not less than 2.5.
' A Planning Assessment Addendum shall be attached for each pump station located
between the project connection_ point and the W where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Brunswick Regional Water & Sevier
w
Downstream Permit Number: WQ0038820
Page l of 6
FT.W I)A-1 A

III. Certification Statement:
I Bob walker certify to the best of nary 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 faeili.ty 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
f the farmed improvements identified in the planning assessment where applicable. This
o p p p �
as s anal sihbeen performed in accordance with local establ. shed 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 ant the responsible party.
p p g
Signature of this fonn indicates acceptance of this wastewater flow.
Signing- Official Signature
c�7_ -/�7 ---
Date
Page 2 of 6
pTq"p (M-1 A

SEWER NARRATIVE
LELAND COMMERCIAL
SEWER DESCRIPTION
The proposed Leland Commercial Project consists of 5 commercial outparcels and 123
townhome units. The project is located along HWY 17, south of Leland. This project will have
a sanitary sewer lift station that will be owned and maintained by Brunswick Regional Water &
Sewer. The total length of gravity pipe is 4,000 if of 8" C900 PVC & DIP. There will be 511 if
of 4" force main within the project site and 2,269 if of 8" forcemain within the right-of-way of
HWY 17. This line is upsized within the HV�Y 17 right-of-way to allow for additional flow in
the future per the request of Brunswick Regional Water & Sewer. The flow for each townhome
was assumed to be 210 gallon/unit and the flow for the commercial lots was assumed to be 880
gallons/acre.

glq_ e MapS34011154.9"N 78003'44.2"W
Map data @2019 Google 500 ft L.. J
1/28/2019