WQ0040864_Application (FTSE)_20190613

VVQ0040804
Program Ca.egory
Non -discharge
Pei'mit Type
Gravity Sewer Extension; Pump Stations: & Pressure Sewer Extensions
Primary 1Revicom,
dean.hunkele
Coastal SWRule
Permitted Flaw
Fac€'city Name
Creekside Subdivision
Location Address
Central Files: APS ____ SWP
5/14/2019
Permit Tracking Slip
Status Project Type
In review New Proiect
version Perm€t Classification
A Individual
Permit Co exact Affisiaid n
%'lajorf1ffino, Renion
Minor VVilmington
County
New Hanover
Facifity Contact Affiliation
Owner
r
owner Marra Owner ?"ype
Cape Fear Public Utilitv Authority Government - Municipal
O:nrner Affiliation
James R- Flechiner
PE
235 Government Center Dr
Dates/ v -•°t VViI,'n,naton NC 25403
Scheduled
orig issue ApP Received Draft nMated Issuance Public Notice issue Effective Expiration
5/131201 9
&gul a v€ SS := a re /R
Additional information requested
Additionai information received
First NaBank 11763
o Penn
of Pennsylvania
PARRMOUNTE ENONEERING MC.
122 CINEMA DRIVE 60-1809J433
WILMINGTON, NC 28403 5/13/2019
PAY TO THE NCDEQ **480.00
ORDER OF
Four Hundred Eighty and
DOLLARS
NCDEQ =
b
MEMO a r„
I�1 R3Qpl PP (raalecirla _ Pact Trait ql tiIM sr F)armi; f7a fit

'M V State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of "Alater I Re I source-% 15A NCAC 02T.0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: , -Y (to be completed by Ivry R)
I . Applicant's name: Cape Fear Public Utility -,A�uthorit � (company, municipality, HOA, utility, etc.)
2 I Applicant type: Individual
P Corporation F1 General Partnership M Privately -Owned Public Utility
Federal State County _Municipal ED Other
3. Signature authority's name: Matthew Tribett PLS, PE per
Title: Engineering Manager
4. Applicant's mailing address: 235 Gov-ernment Center Drive
City: kViirrungton State: NC Zip: 28403
5, Applicant's contact information:
Phone number: (2A)332-�k560 Email Address: LMIatthe�v.Tiibett(iLicfpua.orQ
I. Project name: Creckside
1 Application'Prqject status: Proposed (New Permit) Existing Permit TrQject
If a modification, provide the existing permit number: WQOO- and issued date:
If nciv 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: 34,1842 Longitude: -777,8
5, Parcel ID (if applicable): B.0 �/00-002- �136-0�00
(or Parcel ID to closest downstream sewer)
HL CONSULTANT INFORMATION:
I , Professional Engineer: Daniel Fisk
Firm: Paramounte Engineering Inc.
Mailing address: 122 Cincimbrive
City: NVilmington
Phone number: (210) 731-E707
License Number: (14050I
State: NC Zip: 28403-
Email Address: dfuk(a,naramounte-end con?
1. Facility Name: M"Kean Maffitt (SSNVIAITP)
Owner Name: Cape Fear Public Utility _�,uthority
Permit Number:
V. RECEIN7 ING DOWNSTREAM SEWER INFORMATION (if different than NNIXTfl:
I Permit Number(s): WQ
Downstream (Receiving) Sewer Size: 8 inch
------ WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 04-16
J
'A J
Page 1 of 5

t , If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience anti Necessity been attached'?
F-1 Yes MNo ZN,A
2. If the Applicant is a Developer of lots to be sold, has a
been attached?
El Yes DNo EJN,'A
3. If the Applicant is a been attached"
0 Yes EINO [RN. 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 El Medical . dental ` veterinary facilities Swimming Pool Clubhouse
El Food and drink facilities ❑ Church Swimming Pool 'Filter Backwash
EJ Businesses offices, factories Nursing Home F] Other (Explain in Attachment)
Nature of wastewater: 100.%Domestic'Conintercial 0 % Commercial
0 % Industrial
"Is there a Pretreatment Program in effect-) El Yes 0 No
6. Hasa flow reduction been approved under 5'� MYes RNo
7, Summarize wastewater generated by project:
Establishment Type (see
Daily Design Flow a,b INo.of Units Flow
Single Family. [4 Bedroom]
480 gal day t 23 11;040GPD
gal GPD
jL
-al GPD
F-
gat' GPD
gal U I'D
gal GPD 1
Total 11,040 GPD
a See
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 ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified Lin table �-1 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 11.040 GPD (per
P, Do not include future flows or previously pernritted allocations
If permitted flow is zero, indicate why:
D Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
[I Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1711. GRAVITY SEWER DESIGN CRITERIA (if Applicable) &
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
L220
PVC AWWA C900
620
DIP
Section 11 & III of the MDC for Pennitting 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
V11,. PUMP STATION DESIGN CRITERIA (If Applicable)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
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) INIaterial 1
6. Power reliability in accordance with
R Standby power source or pump with automatic activation and telemetry - I 5A 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:
El Portable power scarce with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
,0305(b)(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 tiniefirames, 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 Yes -N, o
I5ANCAC 02T.0305(f) contains minimum separations that shall be
I Sew— SvSLOIns:
Setback Parameter"
Sc2aration Reguired
FStorm 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
I Reclaimed water lines (vertical - reclaimed over sewer)
IS inches
Reclaimed water lines (horizontal - reclaimed over sewer)
21 fe c t
*`Anv private or public water supply source, including any wells, WS-I waters of Class I or
ClassII im ounded 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
i
' An building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 1'ect-1
Drainage
5 feet
Any swimming
10 feet
Final earth grade (vertical)
contains alternatives where separations in cannot be achieved.
'*Stream classifications can be identified using the Divisions
Unoncompliance with
see Section X of this application
2. Does the project comply with separation requirements for wetlands'? (50 feet of separation) 9 Yes [] No ] NT 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
------- ---- M N-
3 . Does the project comply with setbacks found in the river basin rules per� —1 Yes E]No A
This would include Trout Buffered Streams per
4. Does the project require coverage, authorization under a 404 Nationwide or Yes F1 No
individual permits or 401 Water Quality Certifications"
Information can be obtained from the
5. Does project comply with
--- ----- (additional permits,; certifications)? N" es [N 0
Per
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, storinwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per "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.
[3 Yes M No [I 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 Ss stern -Wide Collection permit.
FORIM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I Does the submitted system comply with the
` and the . as applicable:'
Z Yes El No
If No, complete and submit the Variance;Alternative Design Request application (VADC 10-14) and supporting documents for
review, Approval of thtLeAuest is reguired,l2rior to submittal of the Fast Track ADMication and sul2l2orting documents.
2. Professional Engineer's Certification:
(Professional
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,
cni
--- necrin calculations, and all other supporting documentation to the best of itiv 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 Mininturit Design Criteria for the Fast -Track Perinittinu
L_
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 rnisderneanor. which may
include a fine not to exceed S 10,000. as well as civil penalties up toS25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: i CAROZ
�V
C.
7
040501
/6L J
3. Applicant's Certification per 15ANCAC 02T .0106(b):
N-­
'j#ttest that this application for
(Signature Authoritv's name & title fro
(Sign in Appti&diion Item I.3,J
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 thisnon-
discharge system to surface waters or the land will result in an immediate enforcement action that inay include civil penalties,
injunctive relief, and.for 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 and
any person who knowingly makes any false
statement, representation, or certification in any application p4ekage shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to S25,000 per violation.
Signature,,
Date;
FORM: FTA 04-16 Page 5 of 5

A M 0 TE
C--
1 2 2 CINEMA DRIVE
W I L M I N G T 0 N, NC 2 8 4 0 3
9 1 0 7 9 1- 6 7 0 7 ( 0 ) 9 1 0- 7 9 1- 6 7 6 0 F
L E T T E R 0 F T R A N Iq M T T T A 1,
...NCDEQ
:D::are5/�13/19
127 N. Cardinal Drive
Lvilmu3 on, NC 28405
Re:
Creekside
[phone]
Fast Track Sewer
Attn:
Dean Hunkele
proje't'l
18390.P-71
e �are se�ndin
Originals
M prints
El Shop Drawings
E] Calculations
Correspondence
El Plans
El Specifications
E] Other as listed below
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
on al and 1 co
2
Flow Tracking/Acceptance Sewer Extension Application FTS 04-16
on al and 1 co
1
Sanitary Sewer Narrative which includes Vicinity Map, USGS Map
and Site Plan
1
$480 check
For Approval ❑ As Requested ❑ Construction F] Bid
El For Your Use S For Review and Comment ❑ Approved as Noted EJ See Remarks
tion Taken: Fj No Exceptions Taken [] Make Corrections Noted R Amend & Resubmit
❑ Rejected - See Remarks D Approved as Submitted El Other
Submittal for Creckside
A
Cc: Signed: r'- -,- 1k
Dan Fisk, PEA

Prepared for:
Sunrise s'1{ Investments,L
7923 Reunion Drive
Wilmington, NC 28411
Prepared by:
PARAN14(DUWTE
i tat E- k-: t , t — C— I fay C_>.
122 Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project #18390,PE
March 2019
,�l�ttlfflil/!/�fj1
040501
i

' * I NUMNIMUM
Sunrise Land Investments, LLC is proposing to construct a single-family subdivision off of
Masonboro Sound Road (NTew Hanover County Parcel III R06700-002-136-000). The property has
an approximate latitude and longitude of 34' 11'03" N, 77' 51'28" W and drains to Hewlett Creek
which has a stream classification of SA,HQW (18-87-26) and is within the White Oak River Basin.
The subdivision will consist of 23 single-family lots (4-bedroom). The total wastewater generated by
the project will be 11,040 gpd per the corresponding use table. The line lengths are as follows: 1,840
LF of 8" gravity sewer (1,220 LF PVC, 620 LF DIP).
The project contains gravity lines and manholes within the 100-year flood plain. The plans require
manholes to be fully lined with waterproof material and vacuum tested for these sections. They also
require and show the manholes to be vented every 1,000 feet or every other manhole, whichever is
greater.

State of North Carolina
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Sunrise Land Investments, LLC
Project Name for which flow is being requested: Creekside
mo
re than one FTSE may he required for a single project if the owner of the WWTP is not responsible jar allpliflip
stations along the route of the proposed wastewater flow.
1. 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
AlIflows are in MGD
c. WWTP facility's permitted flow
1 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.127
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.011040
g, Total actual and obligated flows to the facility 10.183
h. Percent of permitted flow used 84.9%
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+Q
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx,
Not Yet
Total Current
Station
Station
Finn
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Pen -nit
Capacity,
(Firm " pf),
Avg, Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD'
MGD
Flow, MGD
MGD
Flow
Capacity***
31
N/A
0.161
0,065
0.030
0.011
0,041
0.023
117
NN/A
0.704
0.282
0.190
0.011
0.201
0.080
34
N/A
14.976
5.760
4.016
0.093
4J09
1.651
* The Firm Capacity (design flow) of any pump station is defined as the maximum pum-ped 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 < O
Downstream Facility Name (Sewer): _ Cape Fear Public Utility Authority
Downstream Permit Number: WQ005-D59
- .... ... . .. -
Page I of 6
FTSE 10-18

111. Certification Statement:
I Matthew Tribett. CFPUA Eagy. certify
Mg - 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 addendurns for Ahich 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.
Signing Qf ,ficial Signature
Title of'Signing Official
Page 2 of 6
FTSE 10-18

} , „e gle Map 34°11'03.1 °N 77051'28.1 V
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Map data CcD2019 Google 200 ft
5/14/2019