WQ0040488_Application (FTSE)_20190103

Central Files: APS SWP
11 /3 0/2 018
Permit Number WQ0040488 - 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
Facility
Permit Contact Affiliation
Facility Name-
Major/Minor
Region
Kerr Station Lofts Public Sewer
Minor
i
Wilmington
Location Address
County
New Hanover
Facility Contact Affiliation
i
i
l
Owner
i
Owner Name
Owner Type
j
i
Cape Fear Public Utility Authority
Government - Municipal
Owner Affiliation
James R. Flechtner
i
j
PE
235 Government Center Dr j
DateslEvent
-
Wilmington
NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
11 /29/2018
Regulated Activities
Requested /Received Events
Additional information requested
I
Additional information received
i
Outfaii
�laterbod_ IVatne 5treamindex Number Current Class.
y. ..... ..........__ _ ...:. _ _ _ ...._.... r... __.._. _ ... _
Subbasin
•

W*IthersRavenet
94 0
Our People. Your Success.
21-� Stai_lon ,toad, Suite 101
Wilmington, north Carolina 234L5
t: 910.2 5 ,��:t77 ; f: 91(D,256.2584
TO: NCDEQ - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
t
11-29-18 '' 03160629.00
Dean Hunkele
Kerr Station Lofts
Wastewater Svstem Permit Review Submittal
the following
® Attached ❑ Under separate cover via items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑ Diskette ❑
CC3flE. ;...
D►TE
NU.
, a _, t
DESCRLPTIpN' >
$ , : , Review
THESE ARE TRANSMITTED ,as checked below:
� For approval F-1Approved as submitted F-1Resubmit copies for approval
❑ For your use F-1 Approved as noted ❑Submit copies for distribution
❑ As requested ❑Returned for corrections R Return corrected prints
R For review and comment ❑
❑ FOR BIDS DUE 20 R PRINTS RETURNED AFTER LOAN TO US
REMARKS: Additional fee check as requested. Please let me know if you have any questions or need anything else.
Thanks!
COPY TO: SIGNED: .toe Boyd, PE
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
Department of Environmental Quality
DWR 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: to be completed b DWR
pp ( p y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (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: Matthew Tribett, PLS, PE per 15A NCAC 02T .0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmingoaton State: NC Zip: 28403- r
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: Kerr Station Lofts
2. Application/Project status: ® 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: 34.2387' Longitude:-77.8879'
5. Parcel ID (if applicable): 313707.69.1814; 313707.69.3864; 313819.60.6237; 313819.60.5113
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joe Boyd License Number: 039113
Firm: Withers Ravenel
Mailing address: 219 Station Road, Suite 101
City: Wilmin on State: NC Zip: 28405-
Phone number: [phone] Email Address: iboyd a,withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside Plant) Permit Number:
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 applicable): WQCS
Owner Name(s):
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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DE V) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property 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) ❑ Car Wash
❑ 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: % 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)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ',b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
E 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 65 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
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: 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 (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 OZT .0305(f) & (`9)
1 5A NCAC O?T M05(fl mntninc minimum eennrntionc that chnll he nrovided for sewer cvctemc-
® 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
➢ 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 webpag_e
➢ 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? 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)? ® 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 Z 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 ❑ 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:
Joseph Boyd
(Professional Engineer's name from Application Item III.1.)
attest that this application for
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.
.......................``...;........��trt t rtt t.��.........................
fill
North Carolina Professional Engineer's seal, signature, and date: % � CA0000000
h'0[/
°°° F�S V/O°°°°,IY/-9
a° O °o '
Q�- -9r °o
SEAL 0. °
3911 ° -
° °
_ ° ° -
- ° °
- ° 00 ° O
°°°�G1NE�°° p
ps °°°°°°°°°° �y
....................................►► a.i.t.t!.±.`................................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
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 143-215.6A 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 xceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

i +
S j lira
The purpose of this project is to construct a new mixed -use development known as Kerr Station Lofts
within the City of Wilmington, NC. This project involves constructing parking lots, underground
infrastructure, stormwater control devices and a mass grading for 139 apartment units, 5,000 sf of
commercial space and an 8,000 sf clubhouse. The project is located at 4599 Franklin Avenue, is
8.39 acres in area, and owned by CA Student Living Wilmington, LLC. Currently the site consists of
a shopping mall and a few residential homes within woodlands. This project proposes 61,285 gpd
of sewer flow. Land use in the vicinity includes commercial to north and west and residential to the
south and east.
This project proposes making 2 sewer connections via existing gravity sewer manholes, one along
Franklin Avenue and one along Jacksonville Street that are both City of Wilmington Bight of Ways.
Gravity sewer is proposed within the development to tie to these 2 connection points. A short run
of gravity sewer will be within the Right of Way with a manhole placed just outside the Right of Way
that will be owned by the Cape Fear Public Utility Authority. (CFPUA). once past this manhole, the
gravity sewer system will continue internal of the site and will be privately owned and maintained
by CA Student Living Wilmington, LLC. Sewer flow once offsite will drain to an existing pump station
(Pump Station #10) owned by the Cape Fear Public Utility Authority (CFPUA) and ultimately ends at
the James A. Loughlin (Northside) Wastewater Treatment Plant, also owned and operated by CFPUA.
Sep\,er Desiun
I
The proposed sewer system includes the design and construction of approximately 1,015 LF of fl-
inch gravity sewer, nine manholes and nineteen service connections. The existing manhole that this
project connects to is fairly shallow and therefore cover over the pipe is at a minimum. Where
possible PVC piping is used but once under three feet of cover, DIP is used for the project. To our
knowledge, this project complies with the 15A NCAC 02T rules.
As mentioned, once the wastewater flow leaves the project via gravity flow, it will ultimately end up
at the James A. Loughlin (Northside) Wastewater Treatment Plant. This project proposes 61,285 gpd
of sewer flow be added to the Treatment Plant, which will put the plant's capacity up to.83.9% of its
permitted flow.

le Ma34014' 19.3"N 77 ° 53' 16.4"W
11/30/2018