WQ0038358_Application (FTSE)_20190607

VVQ0038358
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary 'Reviewer
dean.hunkele
Coastail SWRule
Perm ifted Flow
20,160
Facility Name
Cameron Trace Subdivision Sewer
Location Address
0,,vnar
Owner Name
Cape Fear Public Utility Authority
Da -es,"Even'S
Central Files: APS — SWP
5/2/2019
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Majoh'Minor Region
Minor VVilmihgton
C 0 V.- n ty
New Hanover
Facility Contact Affiflation
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Wilmington NC 28403
Scheduled
Orig tissue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/4/2016 4/30/2019
R a g. u a A cl : iv a s Requesl'-d 'Rece�vad Eviants
Subdivision Additional information requested
Wastewater collection Additional information received

L E T T E R 0 F
N NCDEQ
127 N. Cardinal Driveilm W I
i2gton, NC 28405
9
�10) 796-7215
Uttn:Dean Hunkele
Originals Prints
he followinitersnsa EJ Correspondence Plans
T R A N S M I T T A L
Date 4/30j19
Cameron Trace Ph 2
Fast Zk Sewer —
El Shop Drawings 0 Calculations
El Specifications 0 Other as listed below
Quantity
2
2
1
1
Date
Dwg. No,
Description
Fast Track Sewer Permit FTA 04-16
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
FTSE104-16
Sanitary Sewer Narrative including vicinity map and USGS Map
$480 check S Map
7 sue Starus- For Approval [I As Requested [] Construction [I Bid
El For Your Use 19 For Review and Comment n Approved as Noted [:1 See Remarks
etioyn' altew n No Exceptions Taken F1 Make Corrections Noted [I Amend & Resubmit
El Rejected - See Remarks El Approved as Submitted D Other
Fast Track Sewer Submittal Cameron Trace Ph 2
Cc:
Signed:
Tim Clinkscates, PE, PLS

State of North Carolina
!M Department of Environmental Quality RDivision of Water Resources
I5A NCAC 02T ,0300 — EAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items merit be completed or the application will be returned
L 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 El Other � t
3. Signature authority's name: Matthew Tribett PE PLS per 15A NCAC 02 T .0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: (910) M-6560 Email Address: Matthew.Tribett�ia cfpua.org
1. Project name: Cameron Trace Residential Development
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0038358 and issued date: 4,14/2016 e �
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: 34.3031' Longitude:-77.50.67'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
ity�i 1 ',
1. Professional Engineer: Tim Clinkscales License Number: 28847
Firm: Paramounte Engineering
Mailing address: 122 Cinema Drive
City: Wilminglon State: NC Zip: 28403-
Phone number: [phone] Email Address: tclinkscales(c,paramounte-ene.com
IV. WASTEWATER TREATMENT FACILITY (WWT F) INFORMATION-
1. Facility Name: James A. Loughlin (Northside) W WTP Permit Number: NCO023965
Owner Name: Cape Fear Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTE):
I. Permit Number(s): WQn/a Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s).
FORM: FTA 04-16 Page 1 of 5

L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes FNo ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
1 If the Applicant is a Home/Property Owners' Association, has an Operational A�4reenrent (FORM: HOA) been attached?
[—]Yes nNo (ON/A
4. Origin of wastewater. (check all that apply):
Residential Owned ❑ Retail (stores, centers, malls) El 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 (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes N No
6. Has a flow reduction been approved under 15A NCAC 02T .01 l4ffl? ❑ Yes ® No
Ifyes, �rovirl� a cony of �o�v r�cYraetion a��roval litter
7. Summarize wastewater generated by project:
Establishment Type (see 192T oQll 14ff1)
Daily Design Flow a,b
No. of Units
Flow
Single Family Residential
360 gal/day
64
23,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
23,040 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 .0I 14(c), design flow rates for establishments not identified [in table 15A. NCAC 02T.01141 shall be
determined using available glow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 23,040 GPD (per 15A NCAC 02 T .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
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
N/A
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 shape requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Perm r 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 I5A NCAC 02T ,0305(h)(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 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

1. Does the project comply with all separations found in 15A NCAC 02T .0305(fb & ,-1 ❑Yes [:]No
)I- 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems.
Setback Parameter*
Se aration R.e uired
Storm sewers and other utilities not listed be 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, FIQW, or SB from normal
high water or tide elevation and wetlands see item IX.2)
50 feet
**Any other stream, Iake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Anv basement
10 feet
To slo e of embankment or cuts of 2 feet or more vertical hei lit
1.0 feet
Drainages stems 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.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
If noncompliance with 02T.0305{ f} or (gh see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes El 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 15A NCAC 02B .0200? ❑ Yes ❑ No N/A
9 This would include Trout Buffered Streams per 15A NCAC 2B.0202
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 401 & Buffer Permittimr Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes No
Per 15A NCAC 02T.0105(c)(61, 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 [:]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 per itee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

I . Does the submitted system comply with 15A NCAQ 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 El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of thelication and supporting documents.
Professional Engineer's Certification:
1-n
(Professional Engineer's name from Application Item 111. 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,
cn---Z�
incerin-, 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 I 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 143-215.613, 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 510,000, as well as civil penalties up to 525,000 per violation.
...........
North Carolina Professional Engineer's seal, signature, and date: Ac
EA
8417 cbr
eg,
s
-1 X11
............ ........... ...................
3. Applicant's Certification per 15A NCAC 02T.0106(b):
fa
ttest that this application for
lie & title from Appi anon Ire n,'
(Signature Authority's name & title
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 tile as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215 613, any person who knowingly makes any false
7
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil penalties up to 525,000 per violation.
J 1,SE
Date:
FORM: FTA 04-16 Page 5 of 5

�R4 `§ 1}_'S�(J � I I �ff � T
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10- 18)
a.
WWTP Facility Name: James A. �Lou Loughlin (Northside)
WWTP
b.
WWTP Facility Permit #: NPDES NC 0023965
AlIflows are in MGD
c.
WWTP facility's permitted flow
16.000
d.
Estimated obligated flow not yet tributary to the WWTP
3.247
e.
WWTP facility's actual avg. flow
10.661
f.
Total flow for this specific request
0.023040
g.
Total actual and obligated flows to the facility
13.931
h.
Percent of permitted flow used
87.1%
11. 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 / pi),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
89
N/A
14.583
5.833
4.493
1.636
6.129
-0.296_
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.
-,resign veragelffil—yF
(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: N/A —1
Page I of 6
FTSE 10-18

111. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the -olyme isf w&stowtter t* �,e tenyiih�,i iri this #r*ject eerf -e��-&Ivatei tho-ruite tit the-rcceivirq
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 %dus all attached (ilanning 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.
-7
Signing Official Signature
Page 2 of 6
FTSE 10-18

Submit a planning assessment addendum for each pump station listed in Section 11 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
27% total flow %and 1.636 MUD 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
Blue Clay Road Force Main is in design or under construction with
planned completion in complete and/or
d. The following applies:
The Blue Clay Road Force Main is able to provide additional capacity at PS 89 by
diverting, existing flow that is currently tributary to PS 89 directly to NSWWTP.
Construction of the force main is complete and was certified 4/5/18. The force main is
available for event management. Administrative procedures are required for full activation.
Given reasonably expected conditions and planning information, there is sufficient justification to allowk.,
this flow to be permitted, without a significant likelihood of over -allocating capacity in the syste
infrastructure. I
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
FTSE 10- 18

WRIFMON I NEWS
Prepared for:
LGIHomes
7201 Creedmoor Road, Suite 147
Raleigh, NC 27613
Prepared b� :
PARAMOUNTE
122 Cinema Drive
Wilmington, NC 28403
License #: C-2846
Project -19198.PE
"S
--�3 71, U
April 2019

The property served by this proposed sewer extension is located on Flushing Drive in New
Hanover County, NC and includes tax parcels R02700-001-004-026, R02700-001-004-014 and
R02700-001-004-012. According to the latest FEMA flood panels the proposed sewer is not
within the flood plain (Zone X), and according to USGS the property ultimately drains to Smith
Creek (C;Sw) via onsite wetlands and unnamed tributaries.
Crosswind Development, Inc. installed the gravity sewer system to serve the entire 120 lot
residential development. Phase 1 of the development that is platted. consists of 56 lots, with a
calculated flow rate of 20,160 GPD. The full build -out flow rate is calculated to be 43,200 GPD.
This permit modification is the for the remaining 64 lots having a total flow of 23,040 GPD. All
of the gravity sewer and manholes on. site will also be owned and maintained by the Cape Fear
Public Utility Authority.

PARAMOUNTE
E > i N l= F R{ N >. i N <..
5911 "Ni.gder Drive, A-V' mingrtov, NC 284D3 (910)-791-6707
2533 Raeford Road, FaycgcviLc, NC, 28305 (910)-263-8092
NC License #: C-2846
Date: 12I14/15
STREET MAP
CAMERON TRACE
Scale: 1" = 500'
Drawn: ATB
Chk_ ATB
Proj. No: 15255. PE