WQ0040624_Application (FTSE)_20190306

Central Files- APS SWID
2/6/2019
Permit Number W00040624 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
F 7 a 611 It Y
Facility Name
Southwest Leland Highway 17 Regional Pump Station
Location,'Address
Owner
Owner Name
Town of Leland
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
.Brunswick
Facility Contact Affiliation
Owner Type
Government -.Municipal
Owner Affiliation
David A. Hollis
PE
102 Town Hall Dr
Dates/Events Leland NC 28451
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/5/2019

Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Town of Leland Regional Pump Station
New submittal
Town of Leland
Brunswick County
Dea n:
Hope you're doing well. Enclosed please find the sewer submittal for the
package
Town of Leland Regional Pump Station.
• A check for $480
• 1-Project narrative
Original Fast Track Sewer Application and one additional copy
• 1-Sewer system Location Map
If you have any questions or comments, please feel free to contact me. -Thanks.
Sincere y,
-0
Adam H. Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
RECEIVEMCDENR/DWR
FEB 0 5 2019
Water Quality Regional
Operations Section
wiln�ington Rken;on Office
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Town of Leland
Located in the Town of Leland, Brunswick County, North Carolina
Prepared for:
Town of Leland
102 Town Hall Drive
Leland, North Carolina 28451
[phone]
PROJECT DESCRIPTION —
This project is for the construction of a new regional pump station in the Town of Leland,
Brunswick County, NC. The pump station will serve western portions of Brunswick Forest and
various future tracts to the south and west along the US-17 corridor a spreadsheet breakdown
of the estimated flows is attached. This pump station will tie into a combination a dual
16"/10" force main which was just recently extended from the newly constructed pump Leland
Pump Station #10.
The ultimate design pumping rate for the pump station is 3100 GPM and the corresponding
average daily flow of the pump station is 1.8 MGD. Flows from the pump station will be
pumped into a proposed 16" force main that will tie into an- existing 16" and 10" force main on
the southeastern row of US-17. The pump station will be designed in two phases. For the
initial phase, 2 60HP NP3202 HT 460 pumps will be installed to reach to reach the desired flow
of 1550 GPM. Note well, for the initial phase, the wet well, panels, joists, rails, and all other
appurtenances shall be sized to accommodate the larger pumps used in the next and final
stage. Once the receiving flows start to average over 620 GPM, phase 2 should be initiated.
For phase 2 the pump station will operate as a triplex station. 3 160HP NP3315 HT 458 Pumps
shall be installed to reach the desired pumping rate of 3100 GPM. Work involved in converting
to phase 2 shall be minimal due to the sizing everything to 'accommodate the final stage
initially.
Please see the attached drawing, an overview of the proposed pump station and force main.
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
BRUNSWICK FOREST
AREA
UNITS
GPD/UNIT
GPD
GPM
PHASE 7
1356
210
284,760
198
PHASE 8
1383
210
290,430
202
PHASE 9
1604
210
336,840
234
COMMERCIAL (ACRES)
40
880
35,200
25
RETIREMENT HOME
380
60
22,800
16
TOTAL
970,030
674
OUTSIDE FLOWS
TOTAL ESTIMATED ADF AT BUILD OUT
GPD
GPM
*Old Town Creek Pump Station
400,000
278
*Town Creek Road Pump Station
300,000
209
*ERH INVESTMENTS PROPERTY (WICKER PROPERTY)
100,860
71
TOTAL
8001,860
557
DESIGN FLOW RATES
GPD
GPM
TOTAL ADF
11770,890
11230
DESIGN PUMPING FLOW RATE (USING 2.5 PF)
4,427,225.0
3,075
FOR PRELIMINARY DESIGN USE
INITIAL DESIGN (50% FLOW)
1,550
FINAL DESIGN (100% FLOW)
3,100
*PROVIDED BY OTHERS
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

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
Application Number. d �' (to be completed b DWR
pp p Y )
All items must be completed or the application will be returned
I. APPLIC T INFORMATION:
1. A lice' is name: Town of Leland(company,municipality,HOA utilit etc.
�,v
pp Y� )
2. Applicant type: Individual pp yp Corporation ❑General Partnership_ ❑Privately -Owned Public Utility
❑ Federal ❑ State/County E Municipal El Other
3. Signature authority's :name: David A. Hollis, P.E. per 15A NCAC 02T .0106{b�
Title: Town Mana er
i
4.. Applicant's mailing address: 102 Town Hall Drive
City: Leland State: NC Zip: 28451-
5. Applicant.'s contact information.
I�
Phone number: [phone] Email Address: dhollis e,townofleland.com
II. PROJECT INFORM ION:
i
1. Project name: Regional Pump Station
2. A lication/Pro'ect status: Application/Project � ®Proposed (New Permit) ❑Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where prof ect is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 8 ° Longitude:
t
5. Parcel ID (if applicable): �l 8 r)X G �Cj3 1
or ParcelID to closest downstream sewer)
i
III. CONSULTANT INFORMATION:
1. PE License. Number: 43166
Professional .Engineer: Adam H. Grady, .-
i
Firm: Hanover Design Services, PA
Mailing address: 1123 Floral Parkway
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: agrady(ce�,hdsilm.com
{
IV. WASTEWATER TREATMENT FACILITY • ('WWTF) INFORMATION.
1. Facility Name: Northeast Brunswick Regional WWTF Permit Number: NC0086819
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Numbers if applicable): W CS
Y Y O(�Q
Owner Name(s): Town of Leland {
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?
J—] Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
E]Yes ❑No ®N/A
3. If the Applicant is.a Home/Property Owners' Association, has an Operational Agreement FORM: HOAR been attached?
El Yes []NO EN/A
4. Origin of wastewater: (check all that apply)
E Residential Owned ❑ Retail (stores, centers, malls) ElCar Wash
Residential Leased EJ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care El 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? El Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC -02T .0114M? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by proj ect:
Establishment Type (see o2T.o114(f)) Daily Design Flow a, No. of Units Flow.
Future 0 gal/day GPD
gal/ GPD
ga GPD
gal/ GPD
gal/ -GPD
gal/ GPD
Total
2,232,000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(l) and (e}M 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: 0 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why
1Z 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 0446 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
➢ 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 ' pp ) {Punn� Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 34
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.1920' Longitude.-78.0607
3. Design flow of the pump station: 2.232 millions gallons per day. (firm capacity)
4. Operational point(s) of the pump(s): 1582 gallons per minute at 83.9 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC 02T -.0305
® Standbypower source or um with automatic activation and telemetry 15A NCAC 02T .0305 h 1 B :
pump rY -
q pump g �Y g q g p y
➢ Required for all um stations with an average daily flow greater than ore equal to 15 000 gallons per da
➢ Must be .permanent to facility
Or if the pump station has an average daily flow less than 15,000 .gallons per day: i
Portable power source with manual activation, quick -connection receptacle and telemetry: - 15A NCAC 02T
.0305 1 C)
or
EJ 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.
i
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) M Yes ❑ No
➢ 1 5 A NCAC O?T 0105(f) (-nntainc minimum qt-mrntinnc that ahall he nrovided for of-wer cvgtf-mc-
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 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 building foundation
5 feet
An 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 gra& vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
);o- **Stream classifications can be identified using the Division's NC Surface Water Classifications web page
➢ 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
➢ Seethe 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? E 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 Permitting Branch
5. Does project. comply with 15A NCAC :02T.0105(c)(6) (additional permits/certifications)? 0 Yes ❑ No
Per. 15A NCAC 02T.0105(c)(6 directly related environmental permits or certification applications. .are bein re ared have
)� y p pp g p p '
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
➢ 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 O 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:
I, 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,
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 an erson who knowin 1 makes an false
any'person g y. y
statement representation, or certification in an application package shall be guilty of a Class 2 misdemeanor, which may
p � Y pp p g g Y � y
include a fine not to exceed $105000, as well as civil penalties up to $25,000 per violation.
.........................................................................................
North Carolina Professional Engineers seal, signature, and date. CA
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3. Applicants Certification per 15A NCAC 02T .0106.(b):
I, attest .that this application for
_u,
pp
(Signature Authority's name & title from Application Item 1.3.
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 tat any discharge o 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 143115.6A 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: Date:
L
FORM: FTA 04-16 Page 5 of 5

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