WQ0045423_Application (FTSE)_20240416

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CSD
ENGINEERING
April xx, 2024 Received
Tyler Benson APR 16 2024
North Carolina Department of
NCDEG
Environmental Quality ,ona, Office
Division of Water Resources Nldmington Reg
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Tarin Woods II, Phase 5
Public Sewer Permit Application
New Hanover County
CSD Project No. 06-0134
Dear Mr. Benson:
The enclosed permit application is for+/- 2,063 If of 8" C-900 and 40 If of 8" DIP gravity sewer main to serve Phase 5 of
the Tarin Woods II subdivision, a proposed 72-unit multi-family development in New Hanover County.These will be 2-
bedroom units. This main will connect to an existing CFPUA manhole located on Sand Ridge Drive in the previously
permitted Phase 3C 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 10-23)
- One (1) original and one (1) copy of Flow Tracking/Acceptance Application (FTSE 10-18)
- $600.00 application fee, check#1730
- Street view map
- USGS map
If you have any questions or comments, please feel free to contact us. Thank you for your assistance.
Sincerely,
Mike Broyhill
Encl.: As noted above
Cc: River Road Construction, LL.0
r£sQ:i Cherry Avenue -Wilmington, NC 28403 91.0 91 4442 - www.csd-V neineering.com•-License# C�S
! ENCANENG

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DW. R
ate
Department of Environmental nm ntalaroli Quality
Division of Water Resources
D1vlslon of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTAI10-23&SUPPORTING iDOCUMENTATION
Application Number:
(to be completed by DWR)
All items most be com Ieted or the a licatlon will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: CFPUA(company, municipality,HOA,utility,etc.)
2. Applicant type:
❑Individual❑Federal ❑Corporation
❑General partnership Privately-Owned Public Utility
❑
3. Signature authoriineerintys name: State/County El Municipal ®Other
I SA NCAC 02T.O 106 b
Title:En �Manager Jefl'Theber e PE per
4. Applicant's mailing address:235 Government Center Drive
City:W1_, lmjye State:NC
5. Applicant's contact information; Ztp'28403-_
Phone number; 910 332-6560 Email Address:L theberQen fp
I1. PROJECT INFORMATION:
1. Project name:Tarin Wood II Phase 5 ,
2. Application/Project status:
®Proposed(New permit)
If modification,provide the existin ❑Existing Permit/Project
g permit number: WQ00_, and issued date:
For modifications,also attach a detailed narrative description as described in Item G of the
If new construction, but part of a master plan,provide the existin checklist,
3. County where project is located:New Hanover C unt g permit number: WQ00—,
4. Approximate Coordinates(Decimal Degrees):Latitude: 34,12 50' Longitude:-77.894954°
5, Parcel ID(if applicable): R07600-004-067-000(or Parcel ID to closest downstream sewer)
--�_
I[L CONSULTANT INFORMATION;
I. Professional Engineer:Howard Resnik PE
Firm:
Liceltse Number:NC 254g3 f
CSD En ineerin
i
Mailing address:POLO$�Oql f
I
City:Wilmin ton State:NC
Phone number: 210 791-444t Zip.28�6
(—0)— Email Address:howardn��
IV. WASTEWATER TREATMENT FACILITY d-en ineerino,com
-WWTF)INFORMATION:
!. Facility Name:)KWTp permit Number;NC p023973
Owner Name:O FPUA
i
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
L Permit Number(s):WQ00383� 7� 6 Mod
2. Downstream(Receiving)Sewer Information: 8 inch
3. System Wide Collection ® Gravity O Force Main
System Permit Numbet(s)(if applicable); WQCS
OwnerName(s): CFPUA
FORM:FTA 10-23 J
Page 1 of 5

VI' GENERAL REQUIREMENTS
1. If file 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 DeY_e er's O erational A reement FORM:DFV been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA O erational A reement FO
supplementary documentation as required by I SA NCAC 02T.0I 15(c)been attached? RM:HOA I and
El Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
®Residential(Individually Owned) ❑Retail(stores,centers,malls)❑Residential(Leased) ❑Retail with food preparation/service ❑Car Wash
❑School/preschool/day care ❑Medical/dental/veterinary facilities ❑Hotel and/or Motels
El Food and drink facilities El Church
❑Swimming Pool/Clubhouse
❑Businesses/offices/factories ❑Nursing Home ❑Swimming Pool/Filter Backwash
❑Other(Explain in Attachment)
5. Nature of wastewater: %Domestic
Commercial %Industrial See 15A NCAC 02T.0]03 f20 fl If Industrial is there a Pretreatment Program in effect?0 yes No
❑
6. Has a flow reduction been approved under !SA NCAC ,02T.01 i4 ? ❑Yes ❑No
D If es rovide a co of flow reduction a � royal letter with this aanfiLation
7. Summarize wastewater generated by project: Ii
Establishment Type(see 02T.0114(f)) Daily Design Flow"A, !
No.of Units Flow
Apartments(2 Bedroom Units) �
150 gal/unit 72 10,804 GPD
gaU GPD
gal/
GPD
gal/
GPD
gaI/
GPD
gal/
GPD
Tota! 10,800 GPD
a See I SA NCAC 02T.0114 b d e I and e 2 for caveats to wastewater design flow rates(i.e. 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.01 14(c),design flow rates for establishments not identified[in table 15A NCAC 021.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation
8. Wastewater generated by project: 10.800 GPD(per P and other measured data.
➢ Do not include future flows or previousi Y I5A NCAC 02T.0114 and G.S. 143-215.1)
patterns,
Permitted allocations
If permitted flow is zero,please indicate why;
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect t
t
Please provide su lemen
FP tary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number:
Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
f
FORM:FTA 10-23
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02 F.0305& M11IfC(Gravity Sewcr sl:
I. Summarize gravity sewer to be permitted: -
Size(inches) Length (feet) Material
8 2063
C-900
8 40 DIP
➢ Section II&Ill 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 requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)--02T.0305& MDC Pum Stations/p orce Mains
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PRO ECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: °
Longitude:-
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s); gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize die force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
I
1
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b.❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with I SA NCAC 02'f U305 h I�:
❑ Standby power source or ❑ Standby pump f
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than I5,000 gallons per da 15A NCACO2T.0305 h 1 C :
p Y ( )( )( }
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM:FTA 10-23
Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(t))r
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T,0305 & • ?
15A NCAC 02T10305(0 contains minimum Separations that shall be rovided for sewer s stems: ®Yes No
Setback Parameter*
Storm sewers and other utilities not listed below(vertical) Separation Required
ZWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
Z Water mains(horizontal) IS inches
Reclaimed water lines(vertical-reclaimed over sewer) 10 feet
Reclaimed water lines(horizontal-reclaimed over sewer) IS inches
**Any private or public water supply source,including any wells,WS-1 waters of Class I or 2
Class II impo feet
unded reservoirs used as a source of drinking water,and associated wetlands.
**Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SS from normal 100 feet
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL.Any building foundation(horizontal) 10 feet
Any basement(horizontal) 5 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 10 feet
Any swimming pools 5 feet
Final earth grade(vertical) 10 feet
➢ If noncompliance with 02T.0305(fl or fnl11 36 inches
*15A NCAC 02T.0305 see Section X.1 of this application
above arations in
if these alternatives re used and provide narrativeives where pnformation0to explain.
**Stream classifications can be identified using the Division's NC Surface Wa cannot be achieved.Please check"yes"
assifications web a e 2. Does this project comply with the minimum separation requirements for water mains?
➢ If no,please refer to 15A NCAC 1SC.0906(f)for documentation requirements and submitLl yes tO N ument
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule, ent,
3. Does the project comply with separation requirements for wetlands?
➢ Please provide supplementary information identifying the areas ofnon-conformance.
➢ See the Division's draft se aration re uirements for situations where separation cannot be m ❑YeS ONO ®N/A
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules?
If yes,does the project comply with setbacks found in the river basin rules Yes Basin I A NCAC e: ,0200� ®No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
❑Yes El No
5, Does the project require coverage/authorization under a 404 Nationwide/individual permits j
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.. O Yes ®No
6. Does project comply with 15A NCAC 02T.0105 c 6)(additional permits/certifications)?
Per b—c NCAC 02T.0105 c 6 ,directly related environmental permits or certification applications must b
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent®Yes No
e being prepared,
and sedimentation control plans,stormwater management plans,etc.).
p ent permits(erosion
i
7. 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 sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates❑YeS ®No
Siphons and sewers suspended through interference/conflict boxes erosion
require a variance a
the sewer.
➢ Ifyes,include n attachment with details for each line, includingapproval.
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 permittee's individual System-Wide Collection permit.
FORM:FTA 10-23 pe met.
Page 4 of 5

X. CERTIFICATIONS;
1, Does the submitted system comply with 15A NQAC t)77-, the hlinintv_ttt DcsiL
an�i 1•[1rC� Ma�nti._�i;tta5t vrrsic>nl.,and the Gra}�itv Se��•ct Minitrtunt D,;si,4 =n G'iteria iur the Pcrmituns >
— -.-_- ,_it-D-4: is dule5t_vcrtiit!n)as applicable?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request
(VADC 10-]4) and supporting documents for review to the Central Office. A ravel of the re ue t will be
concurrent! with the a ravel of the ermit and Uects re uirin a variance a royal ma b sub'ectato loonon
review tim ,F r ro'ects Issued
uirin tw or more variances or where the variance is determined b the Division to be er
a
sl nifirallt action of the ro'ect the full technical review is re it d,
2. Professional Engineer's Certification:
(professional Engineer's name from Application Item III.1'•�hest that this application for
(Project Name from Application Item II•f)has been reviewed by me and is accurate, complete and consistent with the information supplied in
specifications,engineering calculations,and all othersu attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
ions,
ppoMing documentation to the best of my knowledge. I Further
Minin>unt Dcsi:n.Crilcriti-for Gru�iry S�t�.�i•5 a�al�st�cr,iun),and the Minimum DcSi,
tit mittii Statiun��rtcl_Furcc_MainS it itrtit �etsit)nJ, Although other professionals may have develo ed g icons,
t�Crileritt I_t�r the Fail-TramP�rini�tirt��
submittal package inclusion of these materials under my signature and seal signifies that I have reviewed this materiportions
have judged it to be consistent with the proposed design. p certain portions of this
al and
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, an
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which m
y person who knowingly makes any false
include ti Fine not to exceed$10,00p,as well as civil penalties up to$25,000 per violation.Misrepresentation of the a
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria may ay
the North Carolina-licensed Professional Engineer to referral to the licensing board, (21 NCAC 56.0701) pAltcation
y subject
North Carolina professional Engineer's seal,signature,and date: J \��� HC.AR �i
1
0 ,
a SEAL q :9
026483
1 • • 1 t
S"—2..3 ''�,qRp•s. RCS?�' 1
3. Applicant's Certification per 15A NCAC 02T.0106(b): .......... .............-......
! �f I` 113AI l�r
(Signs(ure Authority Name from Application Item t. ,attest that this application for I tZI N
P!a H S
attest that this application has been reviewed by me and is accurate and complete
Name from Application Item u.l>
I understand that if all required parts of this application are not completed and that if all required supportingdocumentation
mplete to the best of my knowledge.
and attachments are not included, this application package is subject to being returned as incomplete. I understand the
discharge of wastewater from this non-discharge system to surface waters or the land will result in et immediateu and that
any
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim a ain t any
of Water Resources should a condition of this permit be violated. I also understand that if all k Cement
Package are not completed and that if all required supporting information and attachments are not included.g si the Division �
package will riot
returned to me as incomplete. gutted parts of this application
this application
NOTE - In accordance with General Statutes 143-215•(1q and 14a-21 5,hl3, any person who knowingly makes any false
f
statement, representation, or certification in any
include a fine not to exceed$10,000 as well a application package shall be guilty of a Class 2 misdemeanor, which may
s civil penalties up to$25,000 per violation.
j
Signature:
Date: t
FORM; FTA 10-23
Page 5 of 5

State of North Carolina
DWK Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Hoosier Daddy, LLC
Project Name for which flow is being requested: Tarin Woods II Phase 5 -
More than one FTSE may he 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,Jlow.
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 4: NPDES NC 0023973
c. WWTP facility's permitted flow AlI flows are in MGD
12.000
d. Estimated obligated flow not yet tributary to the WWTP 3.551
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.010800
g. Total actual and obligated flows to the facility 11.606
h. Percent of permitted flow used 96.7
f
V
1I. 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) (h) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pl), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD
MGD MGD Flow Capacity***
69 W 0013555 4.065 1.506 0.900 0.827 1,727 -0.221
128 WQ0038159 0.888 0.247 0.000 0.245 0.245
�- 0.001
------------
* The Firm Capacity flow(design '---g }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. i
***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:
Page I 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 11 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.
!�
SiJdAd Official S gnature Da e
Title of Signing Official
i
1
i
a
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
47.9 %and 0.827 MGD of the Available Capacity(E) in Pump Station
PS 69 ; and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
TBID MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
PS 69 Motts Creek Upgrade is in design or under construction with
planned completion in 2024 ; and/or
d. The following applies:
The PS 69 Motts Creek Upgrade is currently completing desip and construction via a
Design-Build Contract. This project has been entirely fiuzded as a Capital Improvements
Project and once com lete will provide ad uate capacity for this project.
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.
i
i
i
S gn ng Official Signature Date f
Page 3 of 6
FTSE 10-18

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