WQ0038376_Application (FTSE)_20191209

Permit Number WQ0038376
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
65,160
Facility
Facility Name
Tarin Woods II Subdivision Sewer
Location Address
Owner
Central Files. APS _ SWP _
11/13/2019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
E
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. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/5/2016 11/12/2019
Romda4nd. Aed..a: .

November 12, 2019
Dean Hunkele
North Carolina Department of
Environmental Quality
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Tarin Woods II, Phase 3-B
WQ0038376 Modification
New Hanover County
CSD Project No. 06-0134
Dear Mr. Hunkele:
CSD
ENGINEERING
RCIEIVIE ENOV 12 2019
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Nov 12 2019
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Se;aion
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The enclosed permit modification application is for +/- 1,893 If of additional 8" gravity sewer main to serve
Phase 3-B of the Tarin Woods II subdivision, a proposed 38-lot single-family development in New Hanover Co.
These will be 3-bedroom units. This line will connect to two existing CFPUA manholes located in the previously
permitted Phase 3 of the project. The main will be installed by the developer and owned and maintained by
CFPUA. Enclosed please find:
- One (1) original and one (1) copy of Fast Track Sewer Application (FTA 04-16)
- One (1) original and one (1) copy of Flow Tracking/Acceptance Application (FTSE 04-16)
- One (1) copy of existing permit, WQ0038376
- $480.00 application fee, check #8795
- Street view map
- USGS map
If you have any questions or comments, please feel free to contact me. Thank you for your assistance.
Sincerely,
71 zJ
Mike Broyhill /
Encl.: As noted above
Cc: Hoosier Daddy, LLC
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710 D GS
��JJ EhGINL[(IING

State of North Carolina
Department of Environmental Quality
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 by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name: CFPUA (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: Jeff Theberge, P. per I5A NCAC 02T .0106(h)
Title: Engineering Manatzer
4.
Applicant's mailing address: 235 Government Center Dr.
City: Wilmington State: NC Zip: 28403-
5.
Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION:
1.
Project name: Turin Woods II
2.
Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
(\��
✓
3
If a modification, provide the existing permit number: W00038376 and issued date: 12-18-17
If new construction but part of a master plan, provide the existing permit number: W000
3.
County where project is located: New Hanover
4.
Approximate Coordinates (Decimal Degrees): Latitude: 34.1229' Longitude:-77.891820'
5.
Parcel ID (if applicable): R07600-004-052-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Howard Resnik License Number: 25483
Firm: CSD Engineering
Mailing address: PO BOX 4041
City: Wilmington State: NC Zip: 28406-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Southside WWTP Permit Number: NCO023973
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): W00038376 Downstream (Receiving) Sewer Size: 8 inch
Svstein bVide Colleclion Svvtem Permit Numberla (it applieahlc): WQCS_
Owner Name(s): CFPUA
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. 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 Dc\clopci , Up�rein n,il \_rccni, nt i 1 O161 I)['.A') been attached?
❑ Yes ❑No ❑N/A
3. If the Applicant is a I lomc,Ti ,p, p t )�� nci A�.nci.anm,. ha, pu )Jm,n on t1 V •i,, mcnt d 0l1' L. ] b ).1 i 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 : 100 % Domestic/Commercial % Commercial
% Industrial (S�c 15,A NC V(' 01 1 0103('U 1)
"Is there a Pretreatment Program in effect? [:]Yes ❑ No
6. Has a flow reduction been approved under I5 A NC \( U' I () I I kin? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(f))
Daily Design Flow sib
No. of Units
Flow
singte family
360 gal/DAY
38
13,680 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
13,680 GPD
a See J � A \C A( 0' 1 .01 14(6). (rl). (c)(,l )_;unl (c)i_'1 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 6,S._:11A 1).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I � A NCAC 021,01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 13 680 GPD (per I SA N('AC W I 01 1= 1)
➢ 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: ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 1121.03(IS & VIDC (Gravirh
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,873
C-900
8
20
DIP
➢ 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) — 021.0305 & MDC (Pum) Stations/Force Alain,):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ILongitude: -
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 I5 A AC VC O? I 0,Osdio I ):
❑ 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 m 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)(I)(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)):
I. Does the project comply with all separations found in I � A M A(' n' I 0305i t ) A {g)
15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
® 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 feel
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
➢ I � V A( \C' W 1 0105 ej contains ahernatives where separations in m 1 030;(t i cannot be achieved.
➢ **Stream classifications can be identified using the Division's \C Sul L:,c AA .itsr C Lu:ili...uinns \echpugc
➢ If noncompliance with W 1030Ft 1) oi. {g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feel of separation) ® Yes ❑ No ❑ 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 I j A A( A(_ 0'13 0'00.' ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per I � A C(;A_( ' li O 101
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the -101 h Buticr Penniuill, 13r;m.11
5. Does project comply with _I_5 A N( AC U' I O I0l flc)t6) (additional permits/certifications)? ® Yes ❑ No
Per 15 A A(':W tl' 1 Ulu(v, 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 I � A V AC W I o-1(1_'_, "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 ❑ 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 1 A NCAC 02'F, the 1y1i11inu1111 DC1I°11 CUM for the Pcrmittine of Punm St:uiona
and Forcein N4ns Quest serG siun). and the rant Sk��cerMinimum Desmi Cineri:� hlc,l rersiont 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:
I,&Uld 12Pfni4! 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 S�0
SEAL v 9
—VW 25483
ti.. F .r 1
�� �GINSE�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
(Signature Aufh4ity's name &
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 la+_=1_ _6r1 and I4;___15.0B, 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: 11� _iPlr�f UA/`� Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
F
I �
Division of N'vc •I Rc+ouI<I ,
Entity Requesting Allocation: Hoosier
Project Name for which flow is being requested:
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
LLC
Tarin Woods II Phase 3B
More than one FTSE maybe 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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
12.000
WWTP 2.44
8.04
0.01368
10.502
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 / pf),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
128 N/A
0.88 0.247
0
0.245 0.245
0.001
69 N/A 4.065 1.506 0.900 0.814 1.715 -0.209
-*-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 < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: WQ0038463
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jeff Theberge, 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.
E-W,IIaCf 9,04b ,MEIN AGES
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
48 % and 0.814 MGD of the Available Capacity (E) in Pump Station
69 ; 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.
Page 3 of 6
FTSE 10-18