WQ0040182_Application (FTSE)_20180820

Permit Nurnber WQ0040182
Central Files- APS
Permit Tracking Slip
SVVP
7/26/2018
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
Permit Contact Affiliation
dean-hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Major/Minor Region
Summer Hill Trace
Minor Wilmington
Location Address
County
New Hanover
Facility Contact Affiliation
Owner
Owner Name
Owner Type
NC Ave LLC
Non -Government
Owner Affiliation
G Eric Staton
1929 Aliens Ln
Dates/Events
Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
7/24/2018
Regulated Activities
Requested /Received Events
SubdiVision
Additional information requested
Wastewater collection
Additional information received
Outfall

Letter of Transmittal
Date: 07/20/18
Geomatics, Surveying & Engineering, Inc.
PO Box 16110
Wilmington, NC 28408
To: DEQ- Water Quality
ATTN: Dean Hunkele
r"►'7.?. ps• tw.t• M"a!�* f !a �" .. �. •�.u..r..r , .Aff,,Gs&:B
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GEOMATICS
r• �M *'�J
SURVEYING & ENGINEERING INC.
ie f4.s. w•. o� . ' - .. w 4 1 eaii .
RE: Summer Hill Trace
Gravity Sewer
Permitting Submittal
--- job# 20-56
COPIES
DATE
DESCRIPTION
1
Apr-18
Set of Plans (3 total sheets)
1
Apr-18
Cover Letter to Dean Hunkeie
1
Apr-18
Permit Application Fee (Check # 1011); $480.00
1
Apr-18
Gray i Sewer Specifications
1
Apr-18
Com feted Private Fast Track A lication (Including CFPUA Documentation)
Includes Developer's Operational Agreement
1
Apr-18
Incomplete Public Fast Track Ap2lication
Noted as "Not Required" by CFPUA
These are transmitted as checked below:
For Approval
For Your Use
For Review and Comment
As Requested
Returned for Correction
Remarks: Dean: I believe the 2ackage to be cony fete for approval. If any required items are missing, please let one know.
Thanks, Comer
CC: file
Signed: '
Comer Lyons
Owner
Phone: [phone]
Professional Firm# C-3796

June 20, 2018
Dean Hunkele
Senior Environmental Specialist
Division of Water Resources- DEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Summer Hill Trace
Minor Subdivision- Residential
Fast Track Sewer Applications
Dean:
„�,�
4ntVA\ VA
\
a�lk"
!: dn"% iJ% ,`.�,
ir
P.O. Box 16110
Wilmington, NC 28408
Tel: [phone]
Email: [e-mail]
Professional Firm# C-3 796
On behalf of NC Ave, LLC, please accept these two applications for sewer extension.
This project employees a small run of 6-inch gravity within the public right-of-way, transitioning to
private 6-inch gravity within the project boundary.
The public portion will be owned and maintained by the CFPUA and the private portion will be
owned and maintained by the project HOA (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 CFPUA.
Project Summary:
Summer Hill Trace will be a 9-lot, single family minor subdivision within the Sunset Park area of
Wilmington, NC. It is anticipated homes will be site constructed, three bedroom structures.
Wastewater will be collected via an onsite 6-inch gravity system (private) and flow to the existing 6-
inch main running along Waddell Street through a new 20-foot run of 6-inch gravity on the public
system.. Connection to the main will be made with a new 4-foot manhole meeting CFPUA standards.
Additionally, a 6-inch cleanout will be placed within 18" of the right-of-way to facilitate
demarkation of the transition from public to private responsibility.
Anticipated Wastewater Flows:
9 Units x 360 gpdpu = 3,240 GPD.
Items Included in Submittal:
• Cover Letter
• Fast Track Applications
• FTSE
• Project Specifications
• Project Plans

2 of 2
Variance Request:
Please note that this design employees 6-inch gravity sewer within the public right-of-way. As such,
we request a variance for these approximately 20 linear feet of 6-inch gravity sewer.
This area of Wilmington is essentially built out and, with regards to the subject site; no additional
vacant land is available to force extension of this smaller diameter main in the future.
Coupling these reasons with the fact that anticipated flows from the proposed project are minimal, as
noted, we feel that 6-inch sewer is warranted and, therefore, make this variance request.
Please let me know if you have any questions or concerns.
Sincerely,
Comer Lyons, PE
for GS&E, Inc.
w/ enclosures

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Limited Liability Company
Legal Name
NC AVE, LLC
Information
Sos1d: 1645471
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/15/2017
Registered Agent: Staton, G. Eric
Addresses
Mailing
1929 Aliens Ln
Wilmington, NC 28403
Reg Mailing
1929 Aliens Ln
Wilmington, NC 28403
Company Officials
,Principal Office
1929 Aliens Ln
Wilmington, NC 28403
Reg Office
1929 Aliens Ln
Wilmington, NC 28403
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Managing Member
J.B Piner Sr G. Eric Staton
5614 Myrtle Grove Rd 1929 Aliens Lane
Wilmington NC 28409 Wilmington NC 28403
7/26/2018

Application Number: W aG- G.q0 k 7?- (to be completed by DWR)
All items must be completed or the awlication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: NC Ave, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: EJ Individual ❑ Corporation ® General Partnership ❑ Privately -Owned Public Utility
❑ Federal n State/County ❑ Municipal ❑ Other
3. Signature authority's name: G. Eric Staton per 15A NCAC 02T .0106(b�
Title: Member/ MCal
Fanager
4. Applicant's mailing address: 1929 Allens Lane u y ' t
City: Wilmington State: NC Zip: 28403-JUL 24 ,, r
l
2018 4
5. Applicants contact information.
Phone number: 910 367-2517 Email Address: gestatonAhotmail.com a _.
II. PROJECT INFORMATION:
1. Project name: Summer Hill Trace
2. Application/Project status: Z 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 project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2067' Longitude:-77.9493 °
5. Parcel ID (if applicable): R05912-00 1 -00 1 -000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Comer L ons License Number: 30963
Firm: G S&E,, Inc.
Mailing address: PO Box 16110
City: Wilmington
Phone number: 910) 742-3, 860
State: NC Zip: 28448-
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION.
1. Facility Name: M'Kean Maffitt SSWWTF Permit Number: NC 0023979
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQDownstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Kermit Number(s) (if applicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Page 1 of 5

�Y
V10
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [-]No SN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
� Yes nNo nN/A
3. If the Applicant is a Home/Property
Owners' Association,,_has an Operational Agreement
(FORM: HOA) been attached?
E]Yes ONo NN/A
4. Origin of wastewater: (check all that apply):
� Residential Owned
❑Retail (stores, centers, malls)
❑Car Wash
❑ Residential Leased
❑Retail with food preparation/service
El Hotel and/or Motels
❑ School /preschool /day care
❑Medical /dental /veterinary facilities
❑Swimming Pool /Clubhouse
❑ Food and drink facilities
❑Church
❑Swimming Pool/Filter Backwash
El 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? C] Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T. 14(fl? ❑ Yes ® No
➢ If yes, Brovide a colyof,flo, reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.®Il40
Daily Design Flow a,b
No. of Units
Flow
Single Family Homes
360 gal/day
9
39240 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
39240 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: 3,240 GPD (per 15A NCAC 02T .01.14)
➢ 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:
El 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 & ITC (Gravity Sewer },:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 300 PVC
➢ 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
VIH. 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: 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 hj(l ):
[:] 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(fl_& W EI Yes [:]No
%:�. 1 c A "KTr A r nlrr A'IAgf '► ^^ntninc m;ni*miim cAnarat;nne that eha11 hP nrnvMP.d fnr gPwer cvStem�'
Setback Parameter*
Separation Re aired
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 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
10 feet
-height
systems and interce for drains
5 feet
-Drainage
An swimming pools
10 feet
Final earth Eade (vertical)
36 inches
➢ 15A NCAC 02T.0305() 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) El Yes ❑ No JZ 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 2BA202
4. Does the project require coverage/authorization under a 404 Nationwide or []Yes Z 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)? E]Yes F1 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 [D 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

Co
r�
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 versions as applicable?
10 Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the r uest is required, prior to submittal of the Fast Track ApBlication and suRiporting
documents.
2. Professional Engineer's Certification:
Lx o 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, 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:
S
4 S lrr. L.
30963
a fir,, N� .
#01
........................................................................................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 4 , E-F, d 6-- �-T—A-Tog 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 -21. 5.6A 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.
I y
Signature: �. - Date:
r
zc-,) , -? 10
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: NC Ave, LLC
Project Name for which flow is being requested:
Summer Hill Trace
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: M'Kean Maffitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
All f Zows are in MGD
c. WWTP facility's permitted flow
12.000
d. Estimated obligated flow not yet tributary to the WWTP
1.862
e. WWTP facility's actual avg. flow
8.044
f. .Total flow for this specific request
0.003240
g. Total actual and obligated flows to the facility
9.910
h. Percent of permitted flow used
82.6%
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*
1 a >> llati a 1;12
1) a1)11
n n1 n
1) aAI)
1) n1�ti
11The Firm Capacity of any pump station is defined as the maximum pumped Clow 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 < Of
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
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
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 indicates acceptance of this wastewater flow.
Signing Official Signature
Page 2 of 6
FTSE 04-16

LV bing
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Notes
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