WQ0041080_Application (FTSE)_20190913

Permit Number WQ0041080
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Ansley Park Public Sewer
Location Address
Owner
Central Files: APS _ SWP _
8/6/2019
Permit Tracking Slip
status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name
Owner Type
Cape Fear Public Utility Authority
Government - Municipal
Owner Affiliation
James R. Flechiner
PE
235 Government Center Or
Dates/Events
Wilmington NC 28403
Scheduled
Only Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
8/6/2019
Regulated Activities
Requested /Received Events
Additional information requested

E®RESITE
Date: July 30, 2019
Project Name: Ansley Park
TRANSMITTAL
Job Number: 038.153
To: NC DEQ Division of Water Resources
Wilmington Regional Office — Water Quality Section
127 Cardinal Drive Extension
3740 Davinci Court Suite 100
Peachtree Corners, Georgia 30092
770.368.1399
i 770.368.1944
„ www.fg-inc.net
Wilmington, NC 28405 RECEIVEDIMCDEPliIHIM
Attn: Dean Hunkele [phone]
We are sending these by
❑ US Mail
❑ Other:
We are sending you
® FedEx ❑ Hand Deliver
❑ Attached ❑ Under separate cover via
❑ Shop Drawings ® Prints/Plans
❑ Other: See below
Wi
the following
❑ Samples ❑ Specifications ❑ Change Orders
JUL 3 ? 2019
Copies
Date
No.
Description
1
7/30/19
1
NC DEQ Sanitary Sewer Submittal Packet for Ansley Park
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks: Please do not hesitate to contact me with any questions
Copyto: Signed Will Avant — [phone]
dity Regional
rns Section
Romcrial Office
otliv .
1606 2019

Anslev Park — Project Scone Narrative
Ansley Park is a proposed multi -use development located at 4456 Fairview Drive, Wilmington,
NC 28412 (see vicinity map below). The current proposed scope of development is only for the
residential portion, which consists of the construction of ten (10) apartment buildings, a club
house and pool, a mail kiosk, parking lots, driveways, landscaped areas, a stormwater pond, and
all other associated infrastructure. Three (3) other future development parcels are located on
the subject site and will connect to the proposed sanitary sewer infrastructure. Cape Fear Public
Utility Authority (CFPUA) is the owner of the downstream sewer treatment facility and will
service the subject development. Ansley Park will include public portions of sanitary sewer
located along Ansley Drive and will also include private portions of sanitary sewer to service
other portions of the apartment complex.
MFRESIONE r/� , `PINE
rF PROPE0 T .,
i1f5
qq Ef LEW000 CABRIOIF1 STEEPLECHASE
ECHO RIOOF CON.05 SIONINEPoN , E QLa%IuoJ.c,E
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ECHO GREENS \ J'H AVE N SH IRF L I }
BFREN C
NESTW00O Ar FI en ry X+aYO MELV IN q,e
ECHO FARMS rT O SHIHN E (,✓'
1.1 MDIRVIEL0 ECHO EAST
TOWNHOMES
sm- TALL
rE:aluH
ECHO FARMS
RIVERS EDGE - tapm n<umg4 .-
JE S
... _ q Yilye Fl`r4'.e+liQ r.
Figure I — Vicinity Map
Establishment Type (see 02T.0114(fll
Daily Design Flow SNn
No, of Units
Flow
1-Bedroom Apartments
240 gal/day
132
31,680 GPD
2-Bedroom Apartments
240 gaUday
120
28,800 GPD
3-Bedroom Apartments
380 gaUday
24
8,640 GPD
Clubhouse
2 gal/day
276
552 GPD
Future Develop
66o gal/day/acre
5.25 acres
4,620 GPD
gaV
GPD
1'olal
74,292 GPD
Table I — Sewer Flow Breakdo"i

(PUBLIC PORTION) State of North Carolina
MkR Department of Environmental Quality
Division of Water Resources
D[vWa11 WiNer ltesoarxas 15ANCACO2T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. 600 —I ( Q d d (m be compkad by DWR)
1.11) .,r
1. APPLICANT INFORMATION:
Cape Fear Public Utility Ppth city
1. Applicant's name: —(company, mualaps�ity, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's nameCarel Vandermeyyden: _ per 15A NCAC 02T.0106tb1
Title: Deputy Executive Director
4. Applieant!a mal7mg address: 235 Government Center Drive
City: Wilmington state: NC Zip: 28403
5. Applicant's contact information:
Phone number 9( 10)332.6620 Email Address: �[e-mail]
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
® Other (Authonly)
1. Project name: Ansley Park
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number. W000_ and issued date:
If new construction but pan of a master plan, provide the existing permit number: W000_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude:34.1 51361° Longitude:}7.9.16666r
5. Parcel ID (if applicable): R07000-003-205-000 & R07000-003-204-000
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer. &en easquin License Number:044964
Firm: Foresite Group, Inc.
Mailing address: 3740 Davinci Ct, Suite 100
eachlree
City: Comers Stale: GC Zip; 30092._
Phone number: (L34J 887.6064 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility NalmeMlluean-Mofft SSWWTF Permit Number. NPDES NCO023973
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Unknown Downstream (Receiving) Sewer Size: 10 inch
SysteiiZ de_Collec:tion System Permit Nunlbejyf,(,fappl, ryal21: WQC'S_,
Owner Name(s): _ .......
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. Ifthe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No x❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Devetouer's Otxrationel Aereement
[QORM: DEV 1 been attached?
[]Yes []No QN/A
3. If the Applicant is ahQMCTWrdy Owners' Association. has sn OneratinULAgLemem
(FORM• HOAI been attached?
[]Yes ❑No QN/A
4. Origin of wastewater, (cheek all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls)
Cl Car Wash
Q Residential Leased (Apartments) ❑ Retail with food preparation service
❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food drink facilities ❑
❑x Swimming Pool /Clubhouse
and Church
❑ Businesses / offices / factories ❑ Nursing Home
❑Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 %Domestic/Commercial %Commercial
_% Industrial (&g1 AN�ACO2T.0103(20))
Is there a Pretreatment Program in effect? []Yes []No
6. Hasa flow reduction been approved under j j NCAC 02T .011Mi1? ❑ yes ❑ No
➢ If ves. orovfde a corn of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T,011A&
Daily Design Flow 0
No. of Unfits
Flo,
gal/day
GPD
gal/day
GPD
gal/day
GPD
gav
GPD
gall
GPD
Sad
GPD
Total
0 GPD
a See J,$A N�a.�..43-�.�4119IbL (d). (eN 11 end !eN ) 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,g? NA),
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A.LLC'AF,Q j 41.J-41 shall be
determined using available Bow data, waterusing fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project. Q,QD (per )SA NCAC_02T .01141
> 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 connem 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
e" 1,351 PVC
➢ Section II & 111 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)
D Oversizing lines to meet minimum dope requirement is not allowed and a violstioa of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)-M'p _P Os & MDC (Pump Stationa/Force Mein ):
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 JSA hKAC 02TSWIM( 1:
❑ Standby power source or pump with automatic activation and telemetry - ISA NCAC 02T .0305(hx I XB)
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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 )(Gy
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I XQ:
D 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.
D 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&ISANCACO2T.0305(t)):
1. Does the project comply with all separations found in ISA NCAC 02T.0305(f1y�(g) 0 Yes ❑ No
➢ ISA NCAC 02T.03051f1 t tall. mi.d..,,,,.. v......etn... A.a s..0 i....—..aa�i
Setback Pammcw* -- — —
Se „ration Reoulred
Stonn sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
Water mains horizontal
Ig inches
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 fat
"Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class If impounded reservoirs used as a source of drinking water
100 get
"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 IX2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
-Any building foundation
5 fat
-Any basement
10 feet
Top sloDeofanbankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming is
10 feet
Final earth grade vertical
36 inches
➢ 15A A - 0 -T0 05lg,) contains alternatives where separations in 02T.p3 n cannot be achieved.
➢ "Stream classiftaatlorns can be identified using the Division's NC Surface Water Classifications wcbvaee
➢ If noncompliance with 02T930Stf3 or(a) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No x❑ N/A
➢ Sat 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 0211.0200'r ❑ yes ❑ No Q N/A
➢ This would include Trout Buffered Streams per ISA NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes z❑ No
individual permits or401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer permitting Brandt
5. Does project comply with IS_ A NCAC 02T.0105tcu6h (additional permits/certifications)? (Dyes ❑ No
Per ,A NCAC 02T.019 (Nb) 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 I3A.e Ate' 02r-QU "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to st eambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes 0 No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial ling 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(s)(5) or the permhee's Individual System -Wide Collection permit.
FORM: FTA 04.16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with ISA NCAC 02T. the Minimum Design C'rheris feat Ice Permitting of Pump Stations
and Force Mains (latest vcnionl. and the Gnvity Sewer Minimum Desigill Criteria (latest vcm*on) as applicable?
❑ Yes ❑ No
If No, complete and submit the Variance/AlkmMive Design Request application (VADC 10.14) and supporting documents for
review. Approvelefthe realest Is reaulred prior toaubmlttal of the Fast Track Asaoffcetioa and su000rt1 d ra
2. Prokss70nagincer's C"d fiction:
l' — �rv`/ _ attest that this application for
kasional neces name from Application Item M.I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and a0 other supporting documentation to the beg 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 ter 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 materiel 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, ropremialflon, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer'swl,signature, and dote:
0,
y>'
2:a SEAL
044994
3, APPllcatd'a Cerliffation per 15A NCAC 02T .0106(b):
1 �Erf.-(Wt4t-'t(,C I_I:.a(ZMff—AZ\vaG MAn�A4GaZ
(Signet re Authority's name & title from Application Item 1.3.)
meat that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of
this application are not completed and that if all requited supporting documentation and attachments arc not included, this
application package is subject to being returned as incomplete. 1 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand Choi if all required pans of this application package arc 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 143.2I3 6A and 143.215.6B, any person who knowingly makes any !else
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: A IA - -- --- Date: _7/k J d f a
FORM: PTA 04-16 Page 5 of 5

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