WQ0034762_Application (FTSE)_20190424

Central Files: APS SWP
3/18/2019
Permit Nuinber WQ0034762 Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review Major modification
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
E Individual
Primary Reviewer
dean.hunkele
Coastal SWRulle
Permitted Flow
34,800
Facility
Facility Name
Oyster Landing Subdivision Sewer
Location Address
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Pluris LLC Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
2100 McKinney Ave
Dates/Events Dallas TX 75201
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/28/2010 3/15/2019
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall
Waterbody Name ' Streamindex Number Current Class Subbasin
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PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone] EIVER/MCDE /DW
MARI 5 ? 11,9
TO: Dean Hunkele
NCDEMLR Water Qhiaiity Regioiial
ection
107 to`nrAinnl W4lnllnt� Rz Office
Wilmington, NC 28405
LEnEn (OP
DATE 3/ 15/ 19
SOB NO.
ATTENTION
PHONE #
RE: Oyster Landing -Phase IV
Sewer Permit Application Submittal
WE ARE SENDING YOU Attached ❑Under separate cover the following items:
R Shop Drawings ❑Prints R Plans El samples El Specifications
[:] Copy of Letter ❑Change order ❑Diskette 1:1
COPIES
DATE
NO.
DESCRIPTION
1
Check for 480 each for application fee
2
One copy of: Fast Track Application for Gravity Sewer
System
2
Sewer Narrative
2
Aerial view &Quad map of site &downstream sewer
permit
2
Flow Tracking/Acceptance for Sewer Extensions
THESE ARE TRANSMITTED as checked below:
❑ copies for
� For approval ❑Approved as submitted Resubmit approval
copies for
❑ For your use ❑Approved as noted ❑Submit distribution
❑ As requested ❑Returned for corrections ❑Return corrected prints
❑ For review and
comment ❑
❑ FOR BIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS: Dean, this submittal is for Phase IV, which will be 99 more lots.
COPY TO: File
SIGNED:
If enclosures are not as noted, kindly notify us at once.

State of North Carolmna
D epaof Enykenmental Quality
Division of Water Resources
15A. NCAC 02T,0300 -- FAST TRACK SEER SYSTEM EXTENSION APPLICATION
Dtvlslonof Water Resources FTA 04-16 & SUPPORTING DOCUNMNTATION
Application Number. (to be completed by MR)
All items most be comiDleted or the aRRHeation will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Pluris. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Individual El Corporation General Partnership Privately -{awned Public Utility
❑ Federal Mate/County Municipal El Other
3. Signature authority's natne: Randy Hoffer per I SA NCAC' .l 1 tl6h
Title: Regional Manager
4, Applicant's nailing address: 1095 HWY 210
City. Sneads Ferri State. NC Zip. 284S0
5. Applicant's contact information:
Phone number: l0 327-2880 Email Address: rhof [e-mail]
II. PROJECT INFORMATION:.
I . Project name:. _CJyster Landing Subdivision - Phi
2. Application/Project status: El Proposed (New Perm` [ Existing Permit/Project
. t • J 24 2017 � -r
If a modification, provide the existing ermit Horn r, W OQ34762 d issued date: July
If new construction but part. of a master plan, provi existing permit number. WQ0034762
3. County where project is located: Onslow
4. Approximate Coordinates (Decunal Degrees): Latitude: 34�a Longitude: -78 48°
5. Parcel ID of applicable): 056251
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional. Engineer: Mark N. I-Iar ore License Number: 19742
Finn: Port City Consulting -Engineers, PLLC
Mailing address: 6216 Stonebridge Road
City: Wilmingotn State: NC Zip: 28
Phone number. 910 599-1744 Email Address: , nhargrove, @,ec.rr com
Iv. WASTEWATER. TREATMENT FACILITY (WWTF) INFORMATION:
1. .Facility Marne: North Topsail i'� Permit Number. �4 Q0005849
_.
Owner Naive: PhPi LLC.
V. RECEIVING DOWNSTREAM SEVVER INFORMATION (if different thanWWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Aide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): J!luris. LLC
FORM: FTA. 44-16 Page I of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
F1 Yes []No JDN/A►
2. If the Applicant is a Developer of lots to be sold, has a Deveoiler's Qperational Ageernent, (FORM; been attached?
F1 Yes ❑No JON/A
3. If the Applicant is a Home/Propegy Owners' Association. has an Operational Agreement (FORM: HOA) been attached?.
[]Yes [:]No ON/A
4. Origin of wastewater: (check all that apply):
Residential Owned [] Retail (stores., centers, malls) El Car Wash
❑ Residential Leased El Retail with food preparation/service ❑ Hotel and/or Motels
❑ School [preschool / day care ❑ Medical I dental / veterinary facUities ❑ Swimming Pool /Clubhouse
O.Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
[] Businesses / offices / factories ❑ Nursing Home 0 Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial Commercial
% Industrial CSee _15A NCAC. 02T.01
)P-1s there a Pretreatment Program in effect? ffect? C3 Yes C] No
6. Has a flow reduction been approved under 15A NCAC 02T .01 ? Yes [:] No
> If -yes,. provide a cop I f flow reduction approval letter
.y o
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 31
Daily Design Flow
No. of Units
Flow
Residential Lot
240 gaVunit
09
.232760 GPD
Swimming Pool (36 people/day)
10 gal/person
36
360 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
24,120 GPD
a See 15A NCAC 02T.01,14(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 theAtlantic Intracoastal Waterway to be used as vacation rentals.
as defined in G.S. 42A-4).
Per 15,A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table 15A NCAC 02 shall
be determined using avaflable flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project 24.t2Q GPD (per 15A NCAC 02T .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
0 Flow has already been allocated in Pen -nit Number.
0 Rehabilitation or replacement of existing sewer with no new flow expected
[] Other (Explain):
FORM: FTA 04-16 Page 2 of 5

vfl. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & I ItDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
S
42794
C900 PVC &, DIP
> 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 slope requirement is not allowed and o violation of the MDC
V111. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & M.DC (P� Stations/Force Mainsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0.Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the purnp(s): ____,� gallons per minute at feet total dynamic bead (TD
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T ,0305�:
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 flog less than 15,000 gallons per day:
0 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

DL SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with ail separations found in 15A NCAC 02T .0345(f) & (gJ
➢ I5A. NCAC 02T.0305(f) contains minimum separations that shall beyrovided for sewer systems:
Setback Parameter*
Separation Eauired.
Storm 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
Reclaimed water lines (vertical - reclaimed over sewer)
IS inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II iin ounded reservoirs used as a source of drinking water
100 feet
**Waters classified VAS (except wS-I or WS-V), B, SA, ORW, HQW, or SB from normal
big water or tide elevation and wetlands see item IK.2
50 feet
"Any other stream., lake, impoundment, or ground water lowering and surface drainage
ditches
14 feet
Any builduay, foundation
5 feet
Any basement
10 feet
T2p slope of embanlanent or cuts of 2 feet or more vertical hei t
10 feet
Praina. e sterns and interceptor drains
5 feet
Any swimm* Dols
10 feet
Final earth grade vertical
36 inches.
15A NCAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface hater Classifications webpage
r
If noncompliance with 02T.0305(f) or (g), see Section X ofthis application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) G] Yes 0 No
> See the Division's draft separation requirements for situations where separationcannot 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 02B .0200? Yes Q No
> This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Yes [I 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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c) 6) (additional pennitslcertifications)? 'Yes [:] No
Per t 5A NCAC, 02T.0105Cc , 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. roes this project include any sewer collection lines that are deemed "high. -priority?"
Per I5A NCAC 02T,040?; "high -priority sewee' means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is sub. ject to erosion that undermines or deteriorates the sewer.
❑ Yes @ No
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Haigh priority lines shall be inspected by the permittee or its representative at least once every sic -months and
inspections documented per 15A N. CAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X CERTIFICATIONS.
1. Does the submitted system comply with 15A NCAC OAT, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version)= and the Gravity Sever Minimum Design Criteria (latest version) as applicable?
0 Yes ❑ No
If Into, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Alalaroval of the re nest is required- Rrior to submittal of the Fast Track Application and suRporti.ng
documents.
2. Professional Engineer's Certification:
AL I- LNt 4&t-4 "We . PF
(Professional EnAeer's nano from Application Item. 111.1.)
attest that this application for
has been re` *eived by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering. 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 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 j udged 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 S 10,000, as well as civil penalties up to $25,000 per violation.
.forth Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15.A NCAC 02T .0106(b):
attest that this application for
uthority's narde �& title from Application Item 13 .)
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 mi complete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the laud will result in an immediate enforcement action that .may .include civil penalties,
mjtmctive relief, and/or criminal prosecution. I will: make no clam 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 it 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 143-215.68. any person who knowingly makes any false
statements 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 up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental (duality
1-
Division of Water Resources
Division of tIvAter Resources Flow Tracking/Acceptance for Sever Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Pluris LLC
Project .Dame for wh, ieh flow is being requested: Oyster Landing Ph IV
More than one FTSE inaj; be t-equhred foi. a single project if the olvr7er-. of the WWTP is not responsible for• all pujnp
stations alwig the rouse of'the proposed wastewater floe
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris North Topsail
b. WWTP Facility Permit # : WQ0005849
AlI ows are M MGD
c. WWTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.406840
e. WWTP facility's actual avg. flow 0.580156
f. Total flow for this specific request 0.024120
g. Total actual and obligated flows to the facility 0o998756
h. Percent of permitted- flow used 66
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+C) (E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx. Not Yet Total Current
Station Firm Flow"
Current Avg. Tributary Floe Plus
dame or Capacity, (Firm / pt),
Daily Flow, Daily Floe, Obligated Available
Number) MGD MGD
MGD MGD Floe Capacity***
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 (pf) not less than 2.5.
xx A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the V*IWTP where the Available Capacity is < o.
Downstream Facility Name (Sewer): Pluris NTB - Sneads Ferry North
Downstream Permit Number: WQ0034486
Page I of 6
FTSE 04-1 6

III. Certification Statement.
I Randy Hoffer certify to the best of any 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 II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official S anature
Page 2 of 6
FTSE 04-1 6

Oyster Landing Subdivision — Phase IV
Sanitary Sewer Narrative
The Oyster Landing Subdivision will consist of approximately +/- 460 single family residential
lots. The current plans are for the subdivision to have two lift stations that will serve the entire
subdivision. One lift station will be near NC HWY 172 (which has been constructed and certified
previously) and the other lift station will be adjacent to Old Folkstone Road (S.R. 1518). There is
also an adjacent piece of property that is planned to have approximately 492 townhomes and
apartments that will be able to gravity flow into the Oyster Landing Subdivision. Fifty nine of
these townhomes have been previously permitted to flow to the existing lift station.
The first, second & third phases of construction, which have been constructed, consisted of
constructing the infrastructure for 145 lots. Phase IV will consist of constructing infrastructure
for 99 additional residential lots which would bring the total number of lots to 244 residential
lots. There will be a small pool clubhouse constructed for Phase IV also. Sewer flow for this is
included on the permit application. Currently there are 59 townhomes units that convey sewer
to the existing lift station. That brings the total residential units having sewer flow to the
existing lift station at 303 units. The lift station that was constructed for the first phase was
sized to handle flow from 671 total residential units. A 12-inch force main 3 miles in length was
constructed and connected to an existing 12-inch force main at the intersection of NC 210 & NC
172.

K-M