WQ0035476_Application (FTSE)_20190320

Central Files- APS
SWP
/2
71P e- m it N v rn b e r WQ0035476 Permit Tracking Slip
I ;11A via mm
Program Category Status Project Type
Non -discharge review
In revMajor modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuWe
Permitted Flow
46,345
F a. c I fli t Y
Version Permit Classification
D Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
The Quarters at Stone Bay Sewer Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
0. wner
Owner Name Owner Type
Pluris LLC Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
2100 McKinney Ave
Dates/Events Dallas TX 75201
Scheduled
brig Issue App Received Draft Initiated Issuance
7/22/2011 2/15/2019
Regulated Activ:lties
Apartment complex
Child care facility
Wastewater collection
0 --Lut I9
a I I
Public Notice Issue Effective Expiration
Requ.e.sfed /Rece"Wed Events
Additional information requested
Additional information received
Waterbody Strearnindex Number. Current Class SUbbasin
John PhiYUP

NuRMS"' o&- TUNSTALL
CONSULTING ENGINEERS P.C. -
1900 Eastwood Rd., Suite #11
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
February 14, 2019
Dean Hunkele
NCDEQ - Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
1429 .Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
REwEa'd aUlMCD:i7 RIQWR
F: E B 14 2 019
Re: Gravity Sewer Extension Fast -Track Permit Application
Modification of WQ 0035476 ;glare; Qtjality Regional
The Quarters at Stones BayPhase III - Onslow County,NCOperationsppsection
'i
egiolljal
N&T Project No. 17141
Dear Mr. Hunkele
Enclosed is one (1) original and one (copy) of the application form (FTA 04-16, two (2) copies of
the Sewer Narrative, one (1) original and one (1) copy of the Flow Tracking /Acceptance Form
(FTSE 04-16) from Pluris, LLC , two (2) 8'/2 x 11 color USGS Topographic Maps, and a $480.00
check for the processing fee. This application is for an increase in permitted flow allocation.
There are no sewer extensions or upgrades to pump stations needed.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TU NSTALL
CONSULTING ENGINEERS, P.C.
J Phil orris, P
J N/ttw
17141 02-14-19 -s-fast track swr-Itr
Enclosures
cc: Mike Winstead
NCBELS License C-3641

State of North Carolina
nvironmen
Department of L tal Q U ality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION "PLT.CATION
DIvIslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWI ) t t -7 1 Ll
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
I. Applicant's name.- Pluris,,- LLC (company, municipality, HOA, utillty,, etc.')
2. App . licant type: El IndliVidual El Corporation 0 General Partnership Privately -Owned Public Utility
E] Federal El state/county 0 Municipal 0 Other
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0 1 O6 Ub
Title: Regional Managei
.4. Applicant's mailing address: 1095 Hn 210
City! Sneads FeU State: NC Zip: 284604.
5. Applicant's contact information:
Phone number: [phone] Email Address: rhofl"er as pluristisaxom
11. PROJECT INFORMATION:
1. Project name: The. Quarters at Stones Bay.Phase III
2. Application/Project status: ❑Pro posed (New PC Z.Existing Permit/Project
N
If a -modification, provide the existing permit numb. WQ0035476 nd issued date:
J
Ifnew construction but part of a master.plan, provi ie exi erMit number: WQOO
Ce --��30 County where project is located, Onslow
4. Approximate Coordinates (Decimal Degreei): Latitude: 0 Longitude:
5. Parcel ID (ir applicable), -
(or Parcel ID to closest downstream sewer)
4
111. CONSULTANT INFORMATION.
1. Professional Eftineen.J. Phillip Norris, P.E. License Number:
Finn: Norris & . Tunstal I Consulting Engineers. P.C.
Mailiong address: 1429 Ash -Little River Road
City: Ash State: NC Zip: 28420-
Phonenumber: (2�UO 287-5900 Email Address: .Rnorris tengmeers.con . i
IV. WASTE WATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: PlUris North Topsail WWTF Pernilit Number: W00005849
Owner Name: Pluris, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF)-.
1. PerinitNumber(s): WQ2Q.34486
System Wide Collection System Permit Ntunber(s) (if applicable): WQCSP-27-5
Owncr Name(s): Pluris, LLC
FORM: FTA 04-16 Page I of 5

V1. GENERAL REQUIREMENTS
0
1. if the Applicant is a Privately -Owned Public Utility, has a Certiflicate. of Public Convenience and Necessity been attached?
Q Yes ❑No QN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Au
P y -eement (FORM: DEV) been attached?
Q Yes [:]No [:]N/A
3. If the Applicant is a Home/Property
Owners' Association. has an Operational Acrreement (FORK I-IOA been attached?
[:]Yes [:]No QhifA
4. Origin of wastewater: (check all that apply):
Residential Owned
[I Retail (stores, centers, malls) Q Car Wash
Residential Leased
Q Retail with food preparation/service Q Hotel and/or Motels
School I preschool / day care
Q Medical 1-dental /veterinary facilities Q Swfinming Pool /Clubhouse
Q Food and.drink facilities
Q Church Q Swimming Pool/Filter backwash
EI Businesses I offices / -factories
❑ Nursing Home ❑Other explain -n in Attachment)
5. Nature of wastewater: L000/oDomestic/Cornmercial % Commercial
%Industrial {See 15A NCAC 02T.01
Is there a Pretreatmcnt Program in effect? Q Yes Q No
6... Has A flow recludion been approved under 15A NCAC 02T.0 1 14M? Q Yes Q No
> If Yesrovide a co of flow reduction apgroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 140
Daily Des* 9. n Flow otb
1
No. of Units
Flow
One. Bedroom Units
160 gal/
36
51r760 GPD
Three Bedroom Units
240 gal/
24
57760 GPD
gal/
GPD
gal/
GPD
gay
GPD
gal/
GPD
Total
I I 520 GPD
a See * 15A NCAC 02T.01 14(b). .(d). (e)(1)_and .(e)L2) for caveats to wastewater design flow rates (ix,, mm*u*num 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. 4*)A4).
b Per I SA NCAC 021' .0 1 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 1141 shall be
determined using available flow data,waterUsing fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:1 iL520.00 G*PD (per 15A . NCAC 02T
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
Pump Station or Gravity Sewer wher,e. flow will be penuiued in subsequent pennits that connect to this line
Q Flow has already been allocated in Permit Numben
❑ Rehabilitation or replacement of existhig sewer with no new flow expected
Other (Explain):
FORM: FTA 04-16 Page 2of5

GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
A�IA
1. Summarize gravity sever to be permitted:
Size (inches) Length (feet) Material
> Section 11& III of the MPC for Pe-i-mituing of Gravity Sewers contains information related to design criteria
.. i16
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing Hines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T.0305 & MI)CRumv-Stations(Force Mains)*
d1A
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. PUMP station number or name:
0
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude.
3. Design flow of the pump, station: millions gatlons per day (firm capacity)
4. Operational point(s) of the ptimp(s).- _ gallons per Minute at feet total dynamic head (TIDE)
5. Summarize the force main to be permitted (for this Punip Station):
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T.03U5 h)(1):
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.03 05(h)(1)(13):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> lust 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 -connections receptacle and telemetry - 15A NCAC 02T
.0305(ii)(1)(C)
or
El 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 tine portable source is owned or contracted by the applicant (draft agreement)
and is compatible Nvith the station.
> Ifthe, portable power source or pump- is dedicated to multi le pump stations, an evaluation of all the pump stations` storage
p
capacities and the rotation schedule of the portable power source or pump, includinp, travel tip eframesA shall be provided
in the case of a multiple station power outage.
FORM: PTA. 04-16 Page 3 of 5

Ix. SETBACKS & SEPAMTIONS — (02B.0200 & 15A NCAC 02T.0305(l))-.
I Does the project comply with all separations found in 15A NCAC 021'.0305(f.) &. (Ja)
> 15A NCAC 02'I".0305(f) contains minimum separations that shall be provided for sewer systems:
XYes El No
Setback Parameter*
Se oration Regu fir edd
Storm sewers and other utilities not listed below (vertical_
24 inches
-Water mains -water over sewer including -in benched trenc1m)_
18 inches
_(vertical
Water mains (horizontal)
1.0 feet
Reclaimed water lines (vertical - reclaimed over sewer)--
18 inches.
—Reclaimed water lines (horizontal - reclafined over sewer
2 feet
"Any private or public water supply source, incl di wells WS-1 waters of Class I or S u ing any 3
Class I I impounded reservoirs used as a. source 0* f drinking. water
100 feet
."Waters classifiedW.S (except WS-1 or WS-V),B., SA, ORW, HQW, or SB fi-orn normal
high Water or tide elevation) and wetlands see i en t i IX.2)
(
50 feet
*,Any other stream, lak,e, impot nidment, or ground water lowering and surface drainage
ditches
10 feet
AU building foundation
5 feet
Any basement meat
1. . 0 feet
To sloRe of embankment or cuts of 2 fee#. or more vertical heit
10 feet.
Drainage gstems and interceptor drains
5 feet
Any swimming. pools
10 feet
Final earth gLade (vertical)
36 inclies
> 15A NCAC 02T.030 contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webRage
_gve
> If noncompliance wifli 02T.6305(D or (g), see Section X . of this application
2. Does the project comply with requirements for wetlands? 50 feet of separati XYes []No
proi ion)
> See tb,e Division.'s. draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utili7zd in design and construction
f .
> As built documents should reference the location oareas effected
3. Does, the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? XYes p No
> This would include Trout Buffered Streams. per 15A . NCAC113.0202
1. js
4. Does the project comply with an individual 404 Permit or any 401 Certifications? MYes []No
> Wettand-Telated permits shalt be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtauiied from the 401 & Buffer Pennitting- Branch
5. Does project comply with 15A NCAC 02T.0 I 05(c. d I )(6) (ad itional vermits/certifications )? P(Yes ❑Nay
Per 15A NCAC 02T.0 10 directly related environmental permits or certification applications 119 are being prepared, have
been applied for, or have been: obtained. Issuance of this pen -nit is contingent on issuance of dependent t permits (erosion and
sedimentation control plans, ston-nwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priori.W"
.. 1 4; 1
Per I SA NCAC 02T.0 02 "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 seix-rer.
El Yes KNO
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High p!.*Iority lines shall be inspected by the permlittee or its representative at least once every sixomonths and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permiltee's individual Systern-Wide Collection permit.
FORM: FTA off- 16 Page 4 of 5

CERTIFICATIONS:
Does the submitted Y sstem comply with 15A NCAC 02 the Minimum .Design Criteria for the Perinigin.of Pump Stations
and Force Mains (latest version and the Gravity Sewer Minimum Desien Criteria (latest version) as applicable?
3gYes. No
If No, c'DMP]ete and submit the Variance/Alternative Design Request app I ication (VA.DC 10- 14) and supporting documents for
review. Approval of the reguest is reguired 12rior to submittal of the Fast Track Allplication and Supporting documents.
2. Professional Engineer's Certification:
attest that this application for
(Profe ional iligin er's n-a-- 1--ai-e--f—roi A lication e
A'
has been reviewed. by mn4e an is accurate complete and cans' tent with the information supplied in the plans specifications,
suppl*
engmeering calculations, and all other supporting documentation to the best.of my knowledge. I further attest that to the best
of n y knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minm*lum Design Criteria for Gr4vity Sewers (latest version), and the Mmilimum Design Criteria for the Fast-Tiack Pen-nitting
of Pump Stations and Force Mains Oatest version). Although other professionals may have developed certain portions of this
1 submittal package, hiclusion of these materials under my signature and seal signifies that I have reviewed this material and
havejudged 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 tip to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's CertifleatiA ! per 15A C 02T .0 1 06(b):
/ /I C� Oy�
attest that this application for
AA, at A tliqorlty's name le fro Application 13.)
tit pp ication Ite -
is best i Y4,�Vvi Xby*aof my w dge. t -understand that 0
etWo t e -tit if all required parts f
has, I Aen AM me an is ccijrate an inplete b
this application are not completed and that if all required supporting documentation and attachments are potincluded., this
application package is subject to being returned as incomplete. 1, understand that any discharge of wastewater from this 11011-
t'On discharge syst to surface waters or the land will result in an immediate enforcement action that.may include civil penalties,
injunctive relief, and prosecut* n. .1 will I make n cla. against the Division of Water Resources should a condition
and/or crmi in a 1 10 .0 Im.
of thi's permit. be violated, I also understand that if all required pails 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 . 143-215.6A and 143-215.6B. any person who knowingly makes any false
statement,, representation, or certification m 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 tip to $25,000 per violation.
C'2
Signature : Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-I6)
Entity Requesting Allocation: Pluris LLC
Project Name for which fl.ov is being requested: _ The Quarters at Stones BE Phase III
More than one FTSE may be- requiredfor a single proyect if the owner- o, f 'the- WWTP is. not responsible far cd[ 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: Pluris North Topsaail
b. '�wTP Facility Permit 4: WQ0005849
A11 owsarein.IY.IGD
c.
WWTP facility`s permitted flow
1.542
d.
Estimated obligated flow not yet tributary to the WWTP
0.355
e.
WWTP facility's actual avg. flow
0.490
f.
Total flow for this specific request
0_0I15
g.
Total actual and obligated flows to the facility
0.8565
h.
Percent of permitted flow used
56%
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+G)
(E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx.
Not filet
Total Current
Station Firm Flow"
Current Avg.
Tributary
Flow Plus
(Name or Capacity, * (Firm / pf),
Daily Flow,
Daily Flow,
obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
Quarters 0.072 0.02880
0.01560
0.006375
0.021975
0.00683
The Firm Capacity 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 (pl) aot less -than 25.
*** 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): Sneads Ferry North Consolidation
Downstream. Permit Number: WQ0034485
Page I of 6
FTSE 04-16

i#
1-1-1. Certification Statement.,
certify 0 ei y to the best of my knowledge that the additi of
the volume of w stewater to be permitted in this project has been evaluated a -long 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 receivingtreatment plant under normal circumstances, liven the implementation of
the planned -improvements identified 'in the planning assessment where applicable. This analysis
has be performed in accordance VAR11 local established policies and procedures using the best
en I C
available data. This cer0fication 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. indicates acceptmice of Us wastewater flow.
Signing Ojftcial Si,
Date
Page 2 of 6
FTSE 04-16

SEWER NARRATIVE
EVOLVE SNEADS FERRY APARTMENTS
Onslow County, NC
For
Evolve Sneads Ferry, LLC
& _Evolve Construction, LLC
2918-A Martinsville Road
Greensboro, NC 27408
(336-389-9992
00�'�Qgg6III iPpI$��.vg
i 1 s
m ' o
v
m
11966 e
r ..
14
February 2019
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS P.C.
1429- Ash -- Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 17141

NARRATIVE
SEWER SYSTEM.
Increase flow to serve 3.6 one -bedroom units and 24 three -bedroom units for a
total of 11,520. No main extensions are needed.
This system will be served by the Pluris, LLC