WQ0042446_Application (FTSE)_20210510

Permit Number WQ0042446
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APB _ SWP _
4/14/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Church Road NE Morales Property Public Force Main Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick Regional Water and Sewer H2go Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Dates/Events Leland NC 2845122:
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
411412021
Regulated Activities Requested /Received Events
Additional information requested ITS A G -al
Addttonal information received 1
Outfall
Waterbody
,/�

basin

Letter of Transmittal
Date: 04/1321
Ceontatics, Surveying & Engineering, Inc.
PO Box 16110
Wilmington, NC 28408
To: DEQ- Water Quality
ATTN: Dean Hunkele
RE: Church Road NE
GEOMATICS
SURVtxtnc c I NOINI FRna IN(.
COPIES
DATE
DESCRIPTION
1
Feb-21
Set of Plans (Valid for Both Applications)
I
Feb-21
Cover Letter to Dean Hunkele
I
Feb-21
Permit Application Fee 2 checks- $480.00, each)
I
Feb-21
Pump Station & Forcemain Specifications (Valid for Both Applications)
1
Feb-21
Completed Private Fast Track Application(Pump Station & FM- No FTSE; seepublic)
Feb-21
Includes Developer's Operational Agreement
1
Feb-21
Complete Public Fast Track Application FM w/ both FTSE's; all flow reported here)
These are transmitted as checked below:
Remarks: Dean: 1 believe the p
I set of drawings, as
flow attributed to the
CC: file
For Approval
For Your Use
For Review and Comment
As Requested
Returned for Correction
ge to be complete for approval. I have only given you I set of specs and
are valid for each application. Additionally, H2O0 and the County chose to
lic system. If you need additional conies or further information. Dlease call o
Signed: IrA
Comer Lyons
Owner
Professional Firm# C-3796 Phone: [phone]

February 23, 2021
Dean Hunkele
Senior Environmental Specialist
Division of Water Resources- DEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Morales Property
Church Road NE Utilities
Fast Track Sewer Applications
Dean:
On behalf of Mr. Morales, please accept these two applications for sewer extension.
GEOMATICS
SURVEYING & ENGINEERING IN(
P.O. Box 16110
Wilmington, NC 28408
Tel: [phone]
Email: [e-mail]
Professional Firm# C-3796
This project employees a small run of 2-inch forcemain within an existing right-of-way, transitioning to private 2-inch
forcemain within the parcel boundary. Collected flow will be transmitted through the forcemain via an onsite, private
duplex grinder pump station (Package Station provided by Zoeller).
The public portion will be owned and maintained by H2GO and the private portion will be owned and maintained by Mr.
Morales (note the included Developer's Operational Agreement).
Enclosed for your review are both completed FTA 04-16's (one public and one private) and the FTSE, as provided by
H2GO.
Project Summary:
The Morales property will be a 3-lot, single family minor subdivision at the terminus of Church Road in Leland, NC. It
is anticipated homes will be site constructed, three bedroom structures.
Wastewater will collected by lateral, service connections directly to the duplex grinder station proposed for the site.
Anticipated Wastewater Flows:
3 Units x 366-gpdpu = 1,080 GPD.
Zio = 4e30C,00
Items Included in Submittal:
• Cover Letter
• Fast Track Applications
• FTSE
• Project Specifications
• Project Plans
No Variance is requested for this project. It is noted that a short section of 4" PVC will be used to transition lateral flows
to the grinder basin.
Please let me know if you have any questions or concerns.
Sincerel
m,
Coer L ns, PE
for GS&E, nc.
w/enclosures

State of North Carolina
DWR 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
Application Number:W(101t4aL41(i� (to be completed byDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick Regional Water & Sewer: 112Go (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: Mr. Bob Walker per 15A NCAC 02T .0106(b)
Title: Executive Director
4. Applicant's mailing address: PO Box 2230
City: Leland State: NC Zip: 28451-_
5. Applicant's contact information:
Phone number: (9O 371-9949 Email Address: bwalker(a h2goonline.com
II. PROJECT INFORMATION: ( {
1. Project name: Church Road NE L44iti s
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
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: 34.239656' Longitude:-78.059706'
5. Parcel ID (if applicable): 03700009
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Comer Lyons License Number: 030936
Firm: GS&E, Inc.
Mailing address: PO Box 16110
City: Wilmington
Phone number: (910O 142-3860
State: NC Zip: 28408-_
Email Address: clyons(o,gsandeinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: N✓Aek3 j kiw l f Permit Number: Ncoo g 4. b 1-1
Owner Name: a(unSw:c I: Cvu. l y
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQD�OLmJbH6M) Downstream (Receiving) Sewer Size: 9 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 0690n1
Owner Name(s): P�b;0 l lug te✓ d SSW e,Z 1-l1Go
FORM: FTA 04-16 Pagel 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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Aereement (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):
❑ 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
❑ 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. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I14(t))
Daily Design Flow a'"
No. of Units
Flow
5; I� Fai :1 P Vw r_
gal/,21 U 6-P13
3
(a30 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
(638GPD
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.0114] shall
be determined using available flowTatta, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:-GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
N IA dump 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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
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: 34.239644' Longitude:-78.059678'
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
2
152
PVC or CTS
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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

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,)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems,
® Yes [:]No
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 (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 im ounded 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 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 s imming 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(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ 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 ❑ N/A
➢ 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 Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum 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. _Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional /Engine„er's Certification:
L l-�1'a4'� L-1
name from Application Item III.1.)
that this application for
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, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
A l k e iR- - '- Y- � C UUG i \1 (r attest that this application for
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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: so60� Date: `t � (- .2'
FORM: FTA 04-16 Page 5 of 5

v
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick Regional Water Sewer
Project Name for which flow is being requested: Church Road (Three SFR)
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the rose of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: NORTHEAST BRUNSWICK REGIONAL WWTF
b. WWTP Facility Permit #: WQ 0086819
AIIJlows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
2.475
1.080
2.014
0.000630
3.0950
125.0%
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:
(A) (B) (C) (D)=(B+C) (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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) 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 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-IR

I11. Certification Statement:
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.
Title of Signing Official
Page 2 of 6

State of North Carolina
rol 9, - ILLj
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested:
Church Road
More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsible for all prnnnp
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: Northeast WWTP
b. WWTP Facility Permit #: NC0086819
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Allflows are in MGD
.000630
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:
(A) (B)
(C)
(D)=(B+C)
(E)=(A-D)
Design Approx.
Average Current
Obligated,
Total
Pump Pump Daily Avg.
Not Yet
Current
Station Station Firm Flow** Daily
Tributary
Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow,
Daily Flow,
Obligated
Available
Number) No. MGD MGD MOD
MGD
Flow
Capacity***
11 W00016854(M) .353 .141 .192
.121
.313
-0.172
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now
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: WQ0016854(M)
Page 1 of 6
FTSE 10-18

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 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.
q-F-z/
Signing Official bignalure Date
CkeCw�iJ� I/ircclor-
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
38 % and .121 MGD of the Available Capacity (E) is Pump Station
North Lanvale#I l ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
.01 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
See Below is is design or under construction with
planned completion in Sec Below ; and/or
d. The following applies:
Permit modifications for this lift station will be complete by the end of May 2021 and
subsequent improvements for upgrade will be complete by September 2021.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
Date
Page 3 of 6
FTSE 10-18

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