WQ0041241_Application (FTSE)_20191112

Permit Number W00041241
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Waterleaf at Leland Apartments
Location Address
Owner
Owner Name
Brunswick Regional Water and Sewer H2go
Central Files APS _ SWP
10/14/2019
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
Owner Type
Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Dates/Events Leland NC 28451223
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/14/2019
Regulated Activities Requested (Received Events
Additional information requested
Additional information received
Outfall

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10/14/2019

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
1900 Eastwood Rd., Suite #11
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
September 17, 2019
SF
Dean Hunkele
NCDEQ —Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Waterleaf at Leland
N&T Project No. 19052
Dear Mr. Hunkele,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
CI UVE.,
OCT 14 2019
Enclosed is the original application form, a copy of the Sewer Narrative, the original Flow
Tracking / Acceptance Form (FTSE 04-16) from Brunswick Regional Water & Sewer H2GO, two
(2) 8'/2 x 11 color USGS Topographic Maps, two (2) site plans (ledger size) and a $480.00 check
(Norris Ck# 1443) for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
J. P fillip N s, P.E.
aZ
J /ttw
052 09-17-19 s-swr fta Itr
Enclosures
cc: Seth Peterson
NCBELS License C-3641

State of North Carolina
DW4Department
� Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divislon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: A6.116q (to be completed by DwR)
All items must be completed m- the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: H2GO Brunswick Regional Water & Sewer (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Bob Walker per 15A NCAC 02T .0106(b)
Title: Director C E B @+ E
4. Applicant's mailing address: P.O. Box 2230
City: Leland State: NC Zip: 28451-_ our 14 2019
5. Applicant's contact information: BY.
Phone number: (9UO 371-<L949 Email Address: [e-mail]
If. PROJECT INFORMATION:
1. Project name: Waterleaf at Leland
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: W000_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34 21 ° Longitude: -78 01'
5. Parcel ID (if applicable): 0470002432
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: J. Phillip Norris License Number: 11966
Firm: Norris & Tunstall Consulting Engineers, Y.C.
Mailing address: 1429 Ash -Little River Rd
City: Ash State: NC Zip: 28420-
Phone number: 210 287-5900 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Belville WWTP Permit Number: NCO075540
Owner Name: Brunswick Regional Water & Sewer. H2GO
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W W'TF):
1, PermitNumber(s): W00017916
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water & Sewer_ H2GO
FORM: PTA 04-16 Page I of

Vt. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No NN/A
3. if the Applicant is a Home/Property Owners' Association has an Operational Agreement FORM: FICA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply)
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
N 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 0 % Commercial
g_ % Industrial (See 15A NCAC 02T .0103(20))
9•Is there a Pretreatment Program in effect? ❑ Yes N No
6. Hasa flow reduction been approved under 15A NCAC 02T .0l 14(f)? N Yes ❑ No
➢ if yes provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0t 14(t))
Daily Design Flow °"
No. of Units
Flow
1 bedroom units
140 gal/day
96
13,440 GPD
2 bedroom units
I40 gal/day
128
17,920 GPD
3 bedroom units
210 gal/day
24
5,040 GPD
Clubhouse
1,200 gal/day
1
1,200 GPD
gal/
GPD
gal/
GPD
Total
37,600 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. 42A11).
b Per 15A NCAC 02T .0l 14(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: 37,600 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewersi:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
- 8 -- 1,500--- PVC -_.--
➢ Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ili 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 ('I'DI1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
➢ Required for all pump stations with an average daily now greater than or equal to I5,000 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)):
I. Does the project comply with all separations found in I SA NCAC 02T .0305(f) & (g)
➢ 15A NCAC 021'.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Re aired
Storm sewers and other utilities not listed below (verdeiri
Water mains vertical -water over sewer including in benched trenches
24 inches
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 If impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, IIQW, or SR 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
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
10 feet
Drainage systems and interceptor drains _
5 feet
Any wimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T 0305(e) 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
➢ 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? ❑ 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 Permittin B� ranch
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 I5A 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 drat undermines or deteriorates the sewer.
❑ Yes ® No
➢ 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:
I. 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 Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item Ill.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, 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.
..,.nnn,o..
North Carolina Professional Engineer's seal, signature, and
Applicant's Certification per 15A NCAC 02T .0106(b):
tree or
(Signaturarity's name & title from Application Item 1.3.)
C47
attest 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. I understand that any discharge of wastewater fiom 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: ,f6�'� "-.G Date: 6—
FORM: FTA 04-16 Page 5 of 5

Dlvislon of Water Resources
r34 Rosa
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for SewerExtension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Waterleaf at Lealnd
More than one FTSE umy 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: Belville WWTP
b. WWTP Facility Permit #: NCO075540
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
U11
.0376
1.0086
252
are in
- OCT 14 2019
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) ()))=(B+C) (E)=(A-D)
Design
Approx.
Average
Current
Obligated, Total
Pump Pump Daily
Avg.
Not Yet Current
Station Station Finn Flow**
Daily
Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf),
Flow,
Daily Flow, Obligated Available
Number) No. MOD MOD
MOD
MOD Flow Capacity***
36 W00017916(M) .626 .251 .079 .083 .191 .059
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Brunswick Regional Water Sewer
Downstream Permit Number: W00017916(M)
Page 1 of 6
FTSE 10-18

III. Certification Statement:
1 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 plamring 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.
Signature
Title ofSigning Official.
Page 2 of 6
FTSE 10-18

SEWER NARRATIVE
WATERLEAF AT LELAND
LELAND, NC
FOR
WATERLEAF AT LELAND APARTMENTS, LLC
35 BRENDAN WAY
GREENVILLE, SC 29615
(864-679-4799)
September 2019
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash — Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 19052

Ik,FAVNakILTA z
SEWER SYSTEM:
This public sewer system is designed to service a 1,2, and 3, bedroom
Apartments and Clubhouse. A total of 1,495 LF of 8-inch gravity sewer line will be
needed to complete the system. There are no proposed sewer pump stations.
This system will be served by the Brunswick Regional Water and Sewer, H2GO.