WQ0039904_Application (FTSE)_20180813

Permit Number WQ0039904
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
1,500
Facillity
Facility Name
Burnt Mill Business Park Lot 21 Private Sewer
Location Address
Owner
Owner Name
Abinto Corporation
Dates/Events
Central Files- APS SWP
. 7/16/2018
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Major/Minor Region
Minor. Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Norman E. Brailsford
3205 Randall Pkwy
Wilmington NC 28403
Scheduled
prig Issue App Received Draft Initiated Issuance Public Notice issue Effective Expiration
4/27/2018 7/13/2018
Regulated Activities Re y.rested /Received Events
Office

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TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
:Phone: [phone]
July 12, 2018
NCDENR
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Dean Hunkele
Re: Burnt Mill Business Park Lot 21 Private Sewer
Permit No. WQ0039904
TE 17059
Dear Mr. Hunkele:
We are requesting a modification to existing permit no. NC003 9904. This project
has previously been allocated flow of 1,500 gpd for 2 office buildings. We are requesting
additional flow of 4,320 gpd for a restaurant proposed on one of the buildings. No
additional lines are proposed.
Please find enclosed one (1) original and one (1) copy of the fast -track
application, flow tracking/acceptance form, and a check to cover the application fee for
the above referenced project. Please review for approval and contact me with any
questions or comments. Thank you for your assistance on this project.
Sincerely,
Tripp Engineering, P.C.
fs
Monica L. Valsi, E.I.
MLV : dcb
Enc.

Application Number:(Jk(J10�[ (to be completed b
P Y DWR )
All items must. be co ; Meted or thepplication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Abinto Corporation (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual ® Corporation ❑ General Partnership
. I El Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Norman Brailsford per 15A NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 3205 Randall Parkway, Suite 103
City: Wilmin ton State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: [phone] Email Address: nbrailsford(a,burntmillbiz.com
II. PROJECT INFORMATION:
1. Project name: Burnt Mill Business Park Lot 21
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ❑ Proposed (New Permit) Z Existing Permit/Project
If a modification, provide the existing permit number: WQ0039904 and issued date: 04-2 -2018
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.231365' Longitude:-77.899914'
5. Parcel ID (if applicable): R05505-004-025-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Phillip G. Tripp, P.E. License Number: 17374
Firm: Tripp Engineering, P.E.
Mailing address: 419 Chestnut Street
City: Wilmin on State: NC Zip: 28401-
Phone number: [phone] Email Address: officeatriDiDenizineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Wilmngton Northside WWTR Permit Number: NC 0023965
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
-- System Wide -Collection System Permit- Number(s)(if appl-icable)WQCS
Owner Name(s): CFPUA
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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 NN/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 NN/A
3. If the Applicant is a Home/P.roperty 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) El Car Wash
❑ Residential Leased ❑Retail with food preparation/service El Hotel and/or Motels
School /preschool /day care El Medical /dental /veterinary facilities El Swimming Pool /Clubhouse
Food and drink facilities El 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)? El Yes ® No
➢ If Yes, provide a copy of flow reduction approval
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Restaurant
40 gal/seat
108
4,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
4, 3 2 0 GPD
a See 1. 5A 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: 4,320 GPD (per 15A NCAC 02T .01.1.4)
➢ 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
—0 Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewersj:
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 & M.DC (Pump Stations/:Force Mains):
I I I I I I
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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
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'
_stor_age_capacites-and the-r-otation-schedule-of-the-portable-power-sour-ce-or--pump,including tr-avel-timefr-times,—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(i)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & ()
➢ 1 SA NCAC 02T_0305(f) rnntninc minim»m cP-nnratinnc that chall hP-nrnvir1Pr1 fnr Ln-ii7Pr wcl-amo-
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 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
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 swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 1.5A 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) 0 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 .02009 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)?
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
➢ 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 versions and the Graviiy Sewer Minimum Desiorn 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:
al-
15 c'� rfn er attest that this application for
(Pro essional ngineer'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, 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):
......................................................................................
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I Norman; �i� attest that this a lication for
rr
(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 1.43-215.6A and 1.43-215.6B, 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:
/i ,
Date:
FORM: FTA 04-16 Page 5 of 5

Entity Requesting Allocation: Abinto Corporation
Project Name for which flow is being requested: Burnt Mill Business Park Lot 21
More than one FTSE, may be required for a single project if the owner of the WWTP is not responsible for allpump
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: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
Allflowsare inMGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.602
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.004320
g. Total actual and obligated flows to the facility 13.267
h. Percent of permitted flow used 82.9%
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
in 14_917 5.911 1_477 0_165 1_917 7_096
* 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 Flow is the firm capacity of the pump station divided by a peaking
factor (pt) 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 < 0.
--Dow- nstr_eam_Facility_Name_(S_ewer)_:_ _Cape_Fear__P__ublic_Utility_Authoxit_y_
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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
receivingwastewater treatment facility and that the flow from this project is not anticipated to
Y p J p
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 indicates acceptance of this wastewater flow.
i
Signing Official Signature
Page 2 of 6
FTSE 04-16