WQ0040631_Application (FTSE)_20190315

Central Files: APS SWID
2/11/2019
Permit Number WQ0040631
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Faciflitl
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Bennett Village Apartments Private Sewer minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Bennett Village Apartments LLC Non -Government
Owner Affiliation
Stephanie Norris
PO Box 15025
Dates/Events Wilmington NC 28408
Scheduled
orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/8/2019
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
Outfall
Waterbody Name
Streamindex Number
Current Class Subbasin

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NC 28403
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[phone]
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WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints ❑ Plans
❑ Change order ❑
DATE,
JOB NO f ,
ATTENTI N
RE:
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
d- T
4,- 1-75
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment.
❑ FOR BIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
FEB 0 8 Z 019
Quality Regional
Operations Section
1'7-ion R
egionas Office
COPY TO
SIGNED•
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P. A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
W` WSTROUDENGINEER.COM
LICENSE NO. C-0647
February 8, 2019
NCDEQ
Attn: Mr. Dean Hunkele
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sewer Main Extension
Bennett Village Apartments Private
Dean:
Please find the attached application and supporting documents for extending sewer mains to
provide service to the proposed 72 unit apartment complex located off of Piner Road.
This project will have an average daily sewer flow of 20,160 GPD tributaryto the private main.
r e p n.
We are
proposing to construct 13 S if of private 8" sewer gravity main.
Please note that the applications for the public and private utility extensions serving this project
. Y g p � ect
are being submitted concurrently.
Thank you for your attention to this matter. Please let me know additional ' what additional information you
will need to process this request. Do not hesitate to contact me with an questions or concern
Y q s.
Respectfully,
David L. Menius, P.E.
Stroud Engineering, PA
107B COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET
GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403 MOREHEAD CITY, NORTH CAROLINA 28557
252.756.9352 910.815.0775 252.247.7479

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
IvIsion of Water Resources
FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: d (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Bennett Village Apartments, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual E Corporation ❑ General Partnership ❑ Privately -Ow
ned Public Utility
D Federal EJ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Terroir Development, LLC, by Stephanie Norris, Manager per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: P.O. Box 15025
City: Wilmin __ ton State: NC Zip: 28408-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Bennett Village Apartments --PRIVATE
2. Application/Project status: E 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: 34.139' Longitude:-77.888°
5. Parcel ID (if applicable): R07600-002-068-000 & R07600-002-016-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David L. Menius License Number: 35677
Firm: Stroud Engineering, P.A.
Mailing address: 102 D Cinema Drive
City: Wilminon State: NC Zip: 28403-
Phone number: [phone] Email Address: lmenius0a stroudengineer.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: M'Kean Maffitt Southside WWTP Permit Number: NCO023973
Owner Name: Cape Fear Public Utility Authority
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 applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
wck vaYo� �v
FORM: FTA 04-16
Page 1 of 5

W
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No EN/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 EN/A
3. If the Applicant is a Home/Propertv Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
EI Yes ONo EN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑Retail (stores, centers, malls) El Car Wash
Residential Leased El Retail with food preparation/service D Hotel and/or Motels
❑ School /preschool /day care ❑Medical /dental /veterinary facilities ❑Swimming Pool /Clubhouse
El Food and drink facilities ❑Church ❑ Swimming Pool/Filter Backwash
❑ Businesses /offices /factories [:1 Nursing Home E 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(fl? Yes E No
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1))
Daily Design Flow ',b
No. of Units
Flow
gal/
GPD
1-Bedroom Units
240 gal/dwelling unit
12
2,880 GPD
2-Bedroom Units
240 gal/dwelling unit
36
89640 GPD
3-Bedroom Units
360 gal/dwelling unit
24
81640 GPD
gal/
GPD
gal/
GPD
Total
201160 GPD
a See 15A NCAC 02T .0 1 14(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 flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20,160 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 135 PVC
➢ Section II & III of the NIDC 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: 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' 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) E Yes EJ No
1.5A NCAC 02T_03n5(f) contain. minimum .oen.9rgtion� that shell be. nrovided for ,Rewer wstems,-
Setback Parameter*
Se aration 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 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305 cannot be achieved.
➢ "Stream 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 [:1 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? E 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)? E 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 E 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 Desigg Criteria for the Permitting of Pump Stations
and Force Mains (latest version, and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Z 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:
I, Do 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.
................................................................................y
North Carolina Professional Engineer's seal signature, and date:
V. ly 0
issr / �
/ •�/ ��' ,
o v dAI
;a SEAL
=� 35677 A -`
0
40
o L
.t�.................................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
6 � r C:, attest that this application for
a
(Signature Authority's name & titlmetAotlz Ae from Ma I A plication 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 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: 4N7t
� Date: ! l23 /24 101
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
f 1 Department of Environmental Quality
s
s� tT _ Division of Water Resources
4
f Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Bennett Village Apartments, LLC
Project Name for which flow is being requested: Bennett Village Apartments- Private
More than one FTSE may 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: M'Kean Maffitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
Allflowsare inMGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.055
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.020160
g. Total actual and obligated flows to the facility 10.120
h. Percent of permitted flow used 84.3%
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 / p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity* * *
69 N/A 4.065 1.506 0.900 0.724 1.624 -0.119
* 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 < Of
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: WQ006684
Page 1 of 6
FTSE 10-18

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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
i4
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 II 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
45 % total flow % and 0.724 MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Motts Creek PS Upgrade is in design or under construction with
planned completion in TBD ; and/or
d. The following applies:
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
Page 3 of 6
FTSE 10-18

2/8/2019
Project Narrative
Bennett Village Apartments
719, 721 & 735 Piner Road
Wilmington, NC 28409
The 11.35 acre project area is located east the intersection of SR 1521 (Piner Road) and US 421 (Carolina Beach
Road) in an unincorporated portion of New Hanover County, NC. The site is zoned 0 & I. Proposed improvements
are consistent with this zoning and New Hanover County Special Use Permit S18-01.
The Developer intends to build a mix of 1, 2, and 3 bedroom apartment units on a 7.0 acre site located on the
north side of the project area. Remaining parcels along Piner Road are to be developed at a future date. Site
improvements --including access, utilities, and stormwater--will are designed to accommodate the entire 11.35
acre project area at buildout.
The site is presently vacant and is vegetated with a stand of typically 10" - 20" pine trees. A few significant trees
are to be removed and mitigated with onsite plantings. The site drains to an existing system of roadside ditches
and culverts in Piner Road.
Access to the site is proposed by a single full -movement driveway off of Piner Road (SR 1521). Internal drive aisle
widths are sufficient to allow fire apparatus access and a hammerhead type turnaround area is provided. The
drive aisle pavement section is to be constructed to NCDOT standards.
Public utilities will be extended through the project by tapping existing CFPUA water mains in Piner Road and
Wood Duck Court and coring an existing CFPUA manhole in Wood Duck Court. The apartment buildings will be
served by extending private water and sewer mains off of the proposed public mains.
There are 72 proposed apartments units consisting of (12) 1 bedroom units, (36) 2 bedroom units, and (24) 3
bedroom units. Water demand on the private main is calculated as 400 GPD per unit = 28,800 GPD. Sewer flow
tributary to the private main is calculated as 240 GPD per 1 or 2 bedroom unit and 360 GPD per 3 bedroom unit =
20,160 GPD. Sewer services are proposed directly off the public main for 2 parcels totaling 4 acres which are to be
developed in the future. Additional sewer flow allocation for these parcels is calculated as 880 GPD per acre =
3,520 GPD. An additional service off the public main for the clubhouse is provided. Clubhouse use is limited to
apartment residents and guests and flow for this facility is included with the private allocation. Portions of the
proposed sewer between SSMH 1 and SSMH 2 are located within 50' of wetlands. This leg of sewer shall be
constructed of materials meeting water main standards (AWWA C900 DR 18 PVC).
Stormwater runoff from all BUA will be collected and conveyed to an NCDEQ wet pond designed to treat and
release the 1.5" storm in 2-5 days. This NCDEQ treatment volume is released at a rate that does not exceed the 1
year, 24 hour predevelopment runoff rate. Runoff in excess of the NCDEQ design storm up to the 25 year storm is
detained and released at a rate which does not exceed the predevelopment rate. The treatment and detention
capacity of the pond --as well as the capacity of tributary conveyances —are designed to accommodate future
improvements from 4.3 acres along Piner Road which are labeled as "Future Development" on the plan.
Erosion control is accomplished through the temporary use of a gravel construction entrance, silt fence, and
hardware cloth and gravel inlet protection. The stormwater pond will be used as a skimmer basin during site
construction and will be converted to a stormwater basin once the site is stabilized. Riprap aprons will be installed
and left in place at all pipe outlets.

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