WQ0040909_Application (FTSE)_20190621

VVQ0040909
,ogram Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Pri,--nary Reviewer
dean.hunkele
Coastal SWRide
pen—^ltted Flow
Facility Name
Cypress Village Subdivision
Location Address
Central Files APS — SV\/P
5/29/2019
Permit Tracking Ship
Status Project Type
In review New Project
Version Permit Classification,
A Individual
Permit Contact AfffliaVon
Macro r1lMino r Re gion
Minor Wilmington
C 0 Un "Y
New Hanover -
Facility contact Affillation
Owner Warne Owner Type
Cape Fear Public Ulility Authority Government - Municipal
Owner Affilliation
James R. Flechtner
PE
235 Government Center Cr
D a 4 rE1 Eve 1-� �s Wilmington NC 28403
Scheduled
Orig issue Alup Received Draft Initiated Issuance pubUc Notice Issue Effective Expiration
5/28/2019
Rou'LlGate—d Evenhs-
Additional information requested
Additional information received
Out` 1! — - m--.
Waterbody Name Strearnhidex Number Current Ciass Subbasin

0
Intracoastal EnpneeringPLLC
NCDEQ
Division of Water Quality
-:L41�4A.-t-0-37L-� t-4
Wilmington, NC 28405
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Eng'UaL ,,, L - j-j

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1 A CAC 2T .0300 --� FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
III Water F'TA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (t� �e comptet�d ty t��uR}
All iterass must 17e cons�aleted� slicatisn mill 1a t�sres d
1> APPLICANT INFORMATION:
1. Applicant's name: Cep,e I W,p4blic Utilhv .Arbour" (company, municipality, HOA, utility, etc.)
2. Applicant type: Individual Corporation General Partnership Privately -Owned Public Utility
Federal Q State/County] Municipal Other
3. Signature authority's name: MatthewTri ett, P.., per 15A NCAC 02T .0106f b )
Title: En ine rin ana�er
4, Applicant's mailingaddress: 235. Government Center,rive
City: WI LMIN TO State: Zip: 2 403-____.�_s.
5, Applicant's contact information:
.Phone number: 210) 232-060 Email address: --__
1. Project name: Cypress i11a
E. Application/Project status: ED Proposed (New Permit) [I Existing Permit/Project
If a modification, provide the existing permit number: WQOO - and issued date:
If new constructionprovide the existing permit number: WQOO
4. Approximate Coordinates (Decimal Degrees): Latitude: 24
5. Parcel ID (if applicable): it QQ7 1.,79 {t.
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
Professional Engineer: Charles Ineer License Number: Pd0662
Finn: TIT . ,A. "� 1� I 11E . I .
Failing address: 72 C3learser I3r, � T�aat �7
City: ' IL INGT State: NC Zip: 2 3-
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Owner Name: C `P to
Va RECEIVING DOWNSTREAM SEWER INFORMATION (if different than ' TF'):
1. Permit um er(s): WQ`
Systems Wide Collection. System Permit Number(s) (if applicable): CS
Owner Name(s): _
FORM: FTA 04-16 Pa e 1 of

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:] Yes E]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
D Yes FJNo ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agr
eement (FORM: HOA) been attached?
4. Origin of wastewater: (check all that apply):
Residential Owned n Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased EJ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care n Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities n Church E] Swimming Pool/Filter Backwash
E] Businesses / offices / factories El Nursing Home n Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
L -------- Is there a Pretreatment Program in effect? R Yes E] No
6. Hasa flow reduction been approved under 15A NCAC 021.01 14LO? nYes E]No
> If yes, provide a cony of flow reduction aDproval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01 14ffl)
Daily Design Flow a,b
No. of Units,
Flow
4 Bedroom Residence
480 gal/day
37
17,760 GPD
gal/
GPD
gal/
GPD
gal/
GPD_
gal/
GPD
gal/
GPD_
Total
T
17,760 GPD
a See 15A NCAC 02T .0 I14(hJ_(d)_(e)CI land e n
Ljf2) 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 GGS. 42—A-4)
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.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: 17-280 GPD (per 15A NCAC 02! .0114)
)> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
F-1 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
F-1 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
n Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2,360 PVC
,, P 4
wal'tii � I i
agglazy,
ii4RVWFAL"i�� 1;iE
NOW, OW111 0 11 WIN 1 11. 11 W. I AN 11 W-611 11 ftldl 1110111
n.I i "I -plpg I', F 11111
2. Approximate Coordinates (Decimal Degrees): Latitude: - i Longitude: - 0
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational points) 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) I Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.03Q5flj)UI :
El 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
X 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: PTA 04-16 Paae 3 of 5

Ix. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 026.0305(f)):
1. Does the project comply with all separations found in 15A NQAC 02T 0305(f)& ij
> 15A NCAC 02T.Q� _05(ik) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> "Stream classifications can be identified using the Division's NQ Surface Water Classifications wei�Me
> If noncompliance with 02T.03Q5CfJor_(g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes []No,
�> 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 all setbacks found in the river basin rules per 15A NCAC 02tit ? M Yes M No
> This would include Trout Buffered Streams per 1;5A NCAC 213.0202
AL Does the project comply with an individual 404 Permit or any 401 Certifications? Z Yes n No
> Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401 & Buffer Permittim-, Branch
AM i M
Per 15A NCAC 02T.0 1 05t , 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 ani,
sedimentation control plans, stormwater management plans,
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.
El Yes 0 No
> Dyes, include an attachment with details for each line, including type (aerial line, size, material, and location).
MfffrM-167MIMMUMMI I WMIN 1121 MMWUM "M lkllumaw 1
FORM: FTA 04-16 Pate 4 of 5

X CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T the Minimum Dcsi�n Criteria for file Permittin- of Puze) Stations
and Force Mains latest version;, and the Grayii,, Sewer Minimum Desi,n Criteria i latest version 1 as applicable?
[9 Yes [:1 No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Aj)liroval of the n(jqgstj _East Wrack A, ificatiop and sus )oLrtlng
documents,
MEE=
I
North Carolina Professional Engineer's seal, signature, and date:
mmzszl�t�
2
me as incomplete,
attest that this application for
mzz�ff
NOTE — In accordance with General Statutes 1413-215.6A and .1143-2151.6B, 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 el-,,,ceed $ 10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16 Pave 5 of -i

r
State ofNorth Carolina
Division of Water Resources
Entity Requesting Allocation: Herrington Classic Homes, LLC
Project for flow is
being ; e d. CypressVil
,
MoFe than } one .'S. may be requiredfor€/' singleproject if the owner of the =l$ .., f-P is not responsiblefor t !`:' if
Stationsalong the routeof theproposed wastewaterflow.
I Complete is only if youowner of the wastewater treatment plant.
List pump stations located between the project connection point and the WT P:
(A)
)
(C)
)
)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flaw"
Current
Tributary
Flaw plus
(Nameor
Fe it
Capacity,
(Firm 1 f),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flew, MGD
ZED
Flow
Capacity***
116
0.487
0.195
0.030
0.018
0.048
0.147
88
0.35
0.334
0.110
0.033
0.13
0.191
69
4.065
1.506
.90
0.700
1.600
-0.095
!fir Public o_
Flownstream Permit Number:Q 00

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.
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
44% total flow % and 0.700 MGD 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
Motts Creek PS Up lade
ann- is in design or under construction with
pled completion in TBD
d. The following applies: ; and/or
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-
t I 5.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.

i I F
8/3/2018, 9:01:13 AM 1:9,028
0 0.05 0.1 0.2 mi
Surface Water Classifications
0 0A 0.2 0.4 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, [ON, Kadaster NIL, Ordnance Survey, Esri
NCDENR Div. Water Resources
NCDENR - Division of Water Resources I New Hanover County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METUNASA, EPA, USDA I

4/23/2019
PN 2018-016
residential lot totaling 5.79 acres located on the West side of Carolina Beach R
approx. 0.21 Miles North of the intersection of Myrtle Grove Rd. and Carolina Beach RI
units. The requested flow will be for 17,76o GPD (48o gpd/lot * 37 lots). This flow will
be routed to an Existing MH by means of 8" gravity mains with residential services
proposed for this site. The Existing MH is located approximately goo' to the North of
the site located on an adjacent parcel. There is a proposed 30' utility easement extending
from the property line of the proposed project to the existing MH to which we are tying
in. We are proposing to tie to this existing manhole where the receiving downstream
sewer size is a io" line. The flow will ultimately reach the M'Kean Maffitt (SSWWTP)
treatment plant WVVTF Permit No. NCo023973. Stormwater runoff from this site is
discharged to Lords Creek, classification C;SW 18-84.

Hunkele, Dean
From: charlie intracoastalengineering.com <[e-mail]>
Sent: Tuesday, May 28, 2019 10:10 AM
To: Hunkele, Dean
Cc: Bernice S. Johnson ([e-mail])
Subject: [External] RE: Cypress Village sewer app
Bean,
I will have a check delivered to you today. The owner will be fine with you shredding it.
Thank you,
Charlie
Intracoasta.111
t Mi011, 84 ,;;
:,
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. user assumes all responsibility for use of this digital information.
From: Hunkele, Dean <dean,[e-mail]>
Seat: Friday, May 24, 2019 9:57 AM
To: charlie intracoastalengineering.com <charlie@intracoastalenginee ring.com>
Cc: Bernice S. Johnson ([e-mail]) <[e-mail]>
Subject: Cypress Village sewer app
Importance: High
Charlie,
The check with the app is too old, dated 8-27-2018. Should be dated within 90 days per app, but cannot be older than 6
months. Can't process app without a new check first.
I can shred the check if client is okay with that. Check number is 3030. Let me know.
Please advise
W
R � � lI�1ti3+19
Environmental Specialist N
Water Quality Regional operations Section
Division of Water Resources
Department of Environmental Quality