WQ0045945_Application (FTSE)_20241025

PARAMOUNTE-Iecer' . ­P:
E N G I N E E FZ I N G , I N C.
122 CINEMA DRIVE OCT 162
W I L M I N G T O N , N C 2 8 4 0 3
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F ) NCDEC
Wihrnnglon Region
L E T T E R O F T R A N S M I_T T A L
To: NCDEq Date 1 10/15/2024
127 N.Cardinal Drive Ext.,
Wilmington,NC 28405 Re: Sidbury Landing—Fast Track Sewer System
Attn: Tyler Benson __JPro'ect No. 1��33PE
e are sendin ® Originals ® Prints ❑ Shop Drawings ❑ Calculations
he follotvin items: ❑ Correspondence ❑ Plans ❑ Specifications ® Other as listed below
Quantity Date Dwg.No. Description
2 FTA 06-21 Form (Original and Copy)
1 FTA 06-21 Form Fee—($600)
2 FTSE 10-18 Form(Original and Copy)
1 Sewer Narrative
1 CSGS Site Alap
1 Sewer Projected Flows
1 CD with all submittal pdfs
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Doted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ \lake Corrections Noted ❑ Amend cR Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
emarks:
If you have any questions,please contact Jerry Burks at jburks aparamounte-eng.com or Rob Balland at
r ltnd rm u t - n . om.
Cc: Signed:
Jefry Bu s,PE

SIDBURY LANDING
NEW HANOVER COUNTY, NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
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Prepared for:
Bill Clark Homes of Wilmington LLC
101 Autumn Hall Drive, Suite 120
Wilmington, NC 28403
Prepared by:
PARAMOUNTE
E N G 1 M E 1=. R I N G,
122 Cinema Drive
Wilmington, NC 28403
Project#21433.PE
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October 2024
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PROJECT NARRATIVE i
Bill Clark Homes of Wilmington, LLC is proposing to construct a 219-lot single-family
residential subdivision that is located within New Hanover County, directly adjacent to the
Pender County Line. The site is approximately 1.5 miles west of the intersection of HWY 17 and
Sidbury Road. The project will consist of 219 single family lots that will be developed in
multiple phases.
The development proposes to construct on-site gravity sewer system to a pump station that will
be dedicated to Pluris, LLC upon completion. Along with the pump station the development
will construct a 4"force main and 10" force main off-site that will tie into the Pluris,LLC owned
12-inch sanitary force main near Hogans.Trail and Blake Farm Blvd.
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The Flow for this development is 39,920 gpd.
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The length of sewer main is 9,285 LF of 8" C-900 PVC gravity main.
The length of sewer force main is 1,645 LF of 4" C-900 PVC (DR-18), and 9,085 LF of 10" C-900
PVC(DR-18).
The project includes high priority sewer collection lines. The 10" force main that runs along
Sidbury Rd. and then to the Blake Farms pump station is being sized and installed to
accommodate future demand but larger than the present demand. The project will be
contributing 5.66% of the overall estimated flow of the 10" force main. Therefore, due to lack of
velocity in the line it is considered high priority. It is a requirement for the permittee or it's
representative to inspect the high priority lines at least once every six months.
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State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: A00 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFOR\1ATION:
I. Applicant's name: Pluris Hampstead.LLC(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ individual ❑Corporation ❑General Partnership ®Privately-Owned Public Utility
❑ Federal ❑State/County ❑Municipal ❑Other
3. Signature authority's name:Kris King per 15A NCAC 02T.01061 b)
Title:Plant Manager
4. Applicant's mailing address:44 Shuckin Street Suite 203
City:1lantpstead State:NC Zip:2844 -_
5. Applicant's contact information:
Phone number:[phone] Email Address:kkinga lurisusa.com
11. PROJECT INFORMATION:
1, Project name: Sidbuty Landing
2. Application/Project status: ® Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing pennit number: WQ00 and issued date:
For modifications,also attach a detailed narrative description as described In Item G of the checklist.
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: 34.336550` Longitude:-77.789242"
5. Parcel iD(if applicable): 1102000-003-014-000 (or Parcel iD to closest downstream sewer)
iiI. CONSULTANT INFORMATION:
1. Professional Engineer:Rob i3alland License Number:031591
Firm:Paramounte Engineering.inc.
Mailing address: 122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone number:[phone] Email Address:[e-mail]
iV. WASTEWATER TREATMENT FACILITY(R'WTF)INFORMATION:
I. Facility Name: Pluris Hampstead\\'\\ITF Permit Number:WQ0037287
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Numbcr(s):WQ0037324
2. Downstream(Receiving)Sewer Information: 12inch O Gravity ❑ Force
Main 3. System Wide Collection System Pennit Number(s)(if applicable): WOCS
Owner Name(s): Pluris i lantpstead LLC
FORM:FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold,has a Dey-WoR re 's Opp 4ongl Agreement(FORM:DEV)been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a HomeMroperty Owners'Association,has an HOA/POA Opgratonal Agreement(FORM: HOA)and
supplementary documentation as required by i 5A NCAC 02T.0115(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
®Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑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: 10_%Domestic %Commercial %Industrial(See 15A NCAC 0M01031201)
If Industrial,is there a Pretreatment Program in effect?❑Yes[]No
b. Has a flow reduction been approved under l SA NCAC 02T.0€14(fl? ®Yes ❑No
➢ If vas,provide a cony of flow reduettog ayyroval letter with thl.1-a-ppitcation
7. Summarize wastewater generated by project:
lstabl€shment Type(see 02T.0114(1)) Daily Design Flow No,of Units Flow
Single Family(3 bdr) 180 gal/lot 219 39,420 GPD
Pool Area 10 gal/person 50 500 GPD
gall GPD
g&V GPD
gay GPD i
gay GPD I
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Total 39,920 GPD
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a See 15A NCAC 02T.0114(4). (d),(e)(.1) and(e)(21 for caveats to wastewater design flow rates(i.e.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?.
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b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 1 A CA 02T,0114]shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8, Wastewater generated by project:39,920 GPD(per 1 A NCAC .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow Is zero,please Indicate why.
®Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timef=e for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
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FORM:FTA 10-23 Page 2 of 5
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VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 9,285 C-900 PVC
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:Sidbury Landing
2. Approximate Coordinates(Decimal Degrees): Latitude:34.33° Longitude:
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.03992 millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 120 gallons per minute(GPM)at 92 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
t0 9,085 C-900 PVC(DR-
18
4 1645 C-900 PVC(DR-
18
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 1 SA NCAC 02T.0305(h)(I):
❑ Standby power source or Z Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
® Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM:FTA 10-23 Page 3 of 5

11X. SETBACKS&SEPARATIONS—(02B,0200 & ISA NCAC 02T.0305(t)):
1. Does the project comply with all separations/alterratives found In I SA NCAC 02T.0305(f)&(e)? ®Yes ❑No
1 SA NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
2Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
2Water 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-I waters of Class I or
Class I1 impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
"Waters classified WS(except WS-1 or WS-V),B,SA,ORW, HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item TX.2) 50 feet
"Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with T.( O5Q gr(2).see Section X.1 of this application
*15A N contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check`Yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's NC Surface Watgi ns webpagq
2. Does this project comply with the minimum separation requirements for water mains? (@ Yes ❑No ❑N/A
➢ If no,please refer to 1 SA NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes [--]No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's drag separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ®Yes Basin name:!Cdpe,fs�m ❑No
1f yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.Q2QO? ®Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authori2ation under a 404 Nationwide/individual permits ®Yes ❑No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ®Yes [:]No
Per I SA hKAQ QMOAQ2,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interferencelconilict boxes require a variance approval.
➢ 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 per mittee or its representative at least once every six-months and
Inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM:FfA 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. Does tic submitted system comply with 15A NCAC 02T,the ANlininiumDesign Criteria fior the Permitting ol'Pum Stations
and Force Mains_i I.rtca �.ct;<ic+n,and the Gravity Sc��cr�tinimum_Ucsi,�n Criteria(I,itcst_yersiuti as applicable?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the aunroval of the nerntit, and m•oiects requiring it variance approval may be subiect to longer
review times.For uroiects requiring(wo or more variances or where the variance is determined by the Division to be a
significant portion of the nroiect,the full technical review is required.
2. professional Engineer's Certification:
T, �' - 1 ,attest that this application fiir S t D� � Lf��flltQ1to
(ProfessGilal ngineer's name Irons i pplication Item Ill.I.) (Prgiect Name from Application item[I.I)
has been reviewed by ale 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,
Minimum for Gravity Sewers(latest version),and the\Minimum Desiu_C�riteria for the Past-'rr,uck 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$10.000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
.........................................
North Carolina Professional Fugineer's seal,signature,and date: ,.+��''t• 1Lt rr��•'ry ':•
•t tt 'I t zoo
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^',o,��er'atrtallttd4�st?' _
3. Applicant's Certification per 15A NCAC 02'1'.0106(b):
I.
V��;S ; _ ,attest that this application for_ Si b�,,rL 4�►d f r.4
(Signa(ure Authority t4+ilne from Application item 1.3.) (Project Name turn Application item I)
attest that this application has been reviewed by ale 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 me as incomplete.
NOTE — in accordance with General Statutes 143-215.6A and 1.43-215.611, 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 up to$25,000 per violation.
Signature:
rORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow "Tracking for Sciver EAtension Applications
(FTSE 10-23)
Entity Requesting Allocation: Pluris Hampstead lie
Project Name for which flow is being requested: Sidbury I.andin�
Afore Mau one FT.SIi ma),he required for a shrgle project if the opmer of the 11'117P is not responsible for all pump
stallons along the route of the proposed wasivivater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP facility Name: Pluris Hampstead WWTI:
b. WWTP Facility Permit 9: WQ0037287
ANflows are in MGD
c. WWT11 fltcility's permitted flow 1.000000
d. Estimated obligated flow not yet tributary to the 0.358 444
e. WWTP ffacility's actual aVg. flow 0.422402
C. Total flow for this specific request 0.039920
g. Total actual and obligated flows to Elie facility 0.820766
h. Percent of permitted flow used 82.07
11. Complete this section for each pump station you are responsible for along the rotate of this proposed
wastewater flow.
List pump stations located between the project connection point and the WW'1'11:
(A) (li) (C) (D)=(fI+C) (I:)=(A-I))
Design Obligated,
rump Pump Average Approx. Not Yet 'Total Current
Station Station Firm Daily Flow"* Current "Tributary Flo«• Plus
(Name or Permit Capacity. * (Firm /P0. Avg, Daily Daily Flow. Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
*The Firm Capacity(design flow)of any pump station is defined as the maximum pumped floss that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flocs-is the firm capacity of the pawl)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 bet%veen the
project connection point and the WWII'iviiere the Available Capacity is<0.
Downstream Facility Name (Sewer): _Pluris Hampstead WVIT'
Downstream Permit Number: WQ0037287
Page 1 of 6
I l tit, I t}

111. Certification Statement:
[ certify to the best ofmy knowledge that the addition of
the volume of wastew r 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 raider 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport a treat the proposed new wastewater.
z �
Signi g offrcial S' Dcor�e -
^#%!I- fKan.Lwr
T isle 0 Signing QrTcial
Page 2 of 6
FTSI: 10-23

PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section U where Available Capacity is<0.
Dump Station(Name or Number):
Given that;
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
%and 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 j
c. A funded Capital Project that will provide the required planned capacity,namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
I
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.
1 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 Date
Page 3 of 6
FTSE 10-23

Instructions for Flow Tracking form (FTSE)and Planning Assessment Addendum(PAA)
Section I
a. WWTP F11_cilb—Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facilily PqrMij#: Enter the NPDES or Non-Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow. MOD: From WWTP owner's NPDES or Non-Discharge permit.
d. Estimated obligated flow not vet tributary to the WW P GD: This includes flows allocated to other
construction prpjects not yet contributing flow tothe-collection system. Flows allocated through interlocal
agreements or othher contracts not yet contributing flow to the collection system are also included.Tor POTWs
that implement aprenwitment program, include flows allocated to industrial users who may not be usingg all of
their flow allocation.Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records,to the best of their ability,so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP,in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg`fl w,MGD: Previous 12 month average.
f. TotaI flow for this speci_fi,c request.MOD: Enter the requested flow volume.
g. Total actual and obligd flows to the facility. MGD Equals [d+e+f)
h. Percent of permitted flow used: Equals [(g/c)*100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD.There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15,2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. - 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. =0.102 MGD
g. = 3.349 MGD
h. = 55.8%
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-23

section u
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow(A) approximate current average daily flow(B), and the obligated, not yet tributary flow through the
pump station (C)for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow(D=B+C)and the available capacity(E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria,
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pf)of not less than
2.5.
If the available capacity(E) for any pump station is<0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A) (B) (C) (D)=(B+C) (E)=(A-)D)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm/pf) MOD MGD Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
Page 5 of 6
FTSE 10-23

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is<0.
A planning assessment for Kaw Creek PS(see example data above)may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction,or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion,flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated,not yet tributary flow accounts for 24%and 0.080 MGD of the
committed flow in Pump Station Kaw Cree ;and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately Q,QLMGD
per year;and that
c. A funded capital project that will provide the required planned capacity,namely
is in design or under construction with planned
completion in and/or
d. The following applies:
The master p1go Ud ten yearcagijtalplarL contain recommendd §coneand funding for a capital 2MLect entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014 This project is planned to add 0.100 MM
to ft firm i of the pump station by October 015. Inclusion of this proppsedcaRiW pWJcct as a condifign
of this Flow Trackin Ac tance for Sewer Ex n ' n e it A tic i is projN:CLp1jori1y f
gr
funding and conamuction to be implemented ahead of the activation of obligated,not yet tributary flows in amounts
that exceed the firm Dump statigo g1pacities identified in Section II above
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.
Page 6 of 6
FTSE 10-23

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DocuSign Envelope ID:DiED8668-6691 497&BD52341A29FB5CE3
ROY COOPER
Governor
ELIZABETH S.BISER
Secretory t *
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
September 9,2021
Mr. Maurice W. Gallarda, PE
Pluris Hampstead, LLC
2100 McKinney Avenue, Suite 1550 f
Dallas,Texas 75201
Subject: Residential Flow Reduction Approval
Pluris Hampstead WWTP(WQ0037287)
Pender County
Dear Mr. Gallarda:
On April 12, 2021, the Division of Water Resources(Division)received a request for an adjusted
daily sewage flow rate (flow reduction)that would apply to all permitted but not yet tributary f
residential connections and all future residential connections within the Pluris Hampstead
WWTP service area. Additional information was requested by the Division and was received on
July 23, 2021.
In accordance with I SA NCAC 02T .01 14(0(2), the Division has evaluated the request,and
based on the data submitted, the Division hereby approves for use by the Pluris Hampstead
WWTP an adjusted daily sewage design flow rate with the following conditions:
• The flow reduction is applicable to residential single-family dwellings only.
• The minimum flow for 1-and 2- bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons
per day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to the Pluris Hampstead collection system (WQ0037287).
Future sewer extension applications should be made using the flow reduction amount stated
above.All other aspects of the permitting process remain unchanged,and al I applications must
be in compliance with the statutes,rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adiusted design daily wastewater flow rate,at no time shall the wastewater
flows exceed the effluent limits defined in the permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(s). Please
contact the Division's Non-Discharge Branch to discuss any required permit modifications
per the flow reduction above.
D QNorth Carolina Dcparimeni of Environmental Quality I Oivlslon of Water Resources
��jS'' 512 North 5.16bury Street 1 1617 Kill Sei vice Cenier I Ralciyl4 North Carolina 21699-1617

Docuslgn Envelope IM D1EDa666-669IA978-BD52-341A29F85CE3
ROY COOPER
Governor
ELIZABETH S.BISER
Secrrroryeyy1
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quatlty
September 9,2021
Mr. Maurice W. Gallarda, PE
Pluris Hampstead, LLC
2100 McKinney Avenue, Suite 1550
Dallas,Texas 75201
Subject: Residential Flow Reduction Approval
Pluris Hampstead WWTP (WQ0037287)
Pender County
Dear Mr. Gallarda:
On April 12, 2021, the Division of Water Resources (Division) received a request for an adjusted
daily sewage flow rate(flow reduction)that would apply to all permitted but not yet tributary
residential connections and all future residential connections within the Pluris Hampstead
WWTP service area. Additional information was requested by the Division and was received on
July 23, 2021. i
In accordance with ISA NCAC 02T .0114(f)(2), the Division has evaluated the request,and
based on the data submitted,the Division hereby approves for use by the Pluris Hampstead
WWTP an adjusted daily sewage design flow rate with the following conditions:
• The flow reduction is applicable to residential single-family dwellings only.
• The minimum flow for I-and 2- bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons
per day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to the Pluris Hampstead collection system (WQ0037287).
Future sewer extension applications should be made using the flow reduction amount stated
above. All other aspects of the permitting process remain unchanged,and all applications must
be in compliance with the statutes,nlles, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate at no time shall the wastewater
flows exceed the effluent limits defined in the,.permit for the treatment facility or exceed the
capacity of the sewers_downstream of any new sewer extension or service connection(s). Please
contact the Division's Non-Discharge Branch to discuss Any required permit modifications
per the flow reduction above.
i
D�Ir �..- North Carolna Department of Em Irunmenial Quality i Divlslon of%Vater Resources
J}J� 511 Worth Salisbury Street 1 1617 hhIl Servtce Center I kolelgh,North Carolina 27099 1617

DocuSfgn Envelope ID:D1ED8668-6691-4978-BD52-341A29FB5CE3
i
The granting of this flow reduction does not prohibit the Division from reopening,revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules,and regulations
contained in 15A NCAC 02T,NCGS 143-215.1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems,protection of surface waters,
and/or wastewater treatment.
If you have any questions,please contact Michael Montebello at(919)707-3624 or by email at
niichael.monlebello,(ticdenr.gov.
1
Sincerely,
Co«ustqnod ny:
M,d au,
C464531431UAFE_
for S. Daniel Smith
Director, Division of Water Resources
by Michael Montebello
Municipal Permitting Unit, Division of Water Resources,DEQ
CC: Randy Hoffer, Pluris Hampstead, LLC, Regional Manager(rlioffcr(&,plurisusa.com)
Michael C. Gallant, PE, Consultant (gallantmc[i� ahoy n.com)
Nathaniel Thornburg,NPDES Non-Discharge nathaniel.thornbur (�.ncdcnr. ov)
Wilmington Regional Office, Water Quality Regional Operations
Municipal Permitting Unit(electronic copy)
I
i
Page 2 of 2

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK S1AVER SVSTEM EXTENSION APPLICATION
DIvlslon of Water Resources INSTRUCTIONS FOR FORM:j.'TA 10-23&SUPPOR•r1NG DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and lorcc mains. ot•any combination that has been
certified by a professional engineer anti the applicant that the project meets the requirements of 1 .A_NC__1('_02T and die Division's
Minimum Design Criteria((iracity Sewer& I'umij tita)intl .:l:nrec Main )and that plans,specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T. 15,E NCAC 02T.0300.Division policies,and good engi_nctrin;,v-i ctices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02'r .0305(b), design
documents must be prepared prior to submittal ofa fast tack permit application to the Division. This would include plans, design
calculations, and project specifications referenced in l5A NCAC 0211'_.010, and tilt applicable minimum design criteria. These
documents shall he immediately available upon request by(lee Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15_1 NCAC W:1_0303.
Projects not eligible for rcvicw via the last track process(must be submitted for full technical review):
Projects that do not meet any part of the minimum design criteria(MDC)documents;
1- Projects that involve more than one variance from the requirements of 15A NCAC 02T:
r Pressure scwcr systems utilizing simplex septic tank-ef(lueni pumps(ST1:Ps)or simplex grinder plumps;
Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g. fierce mains);
Vacuum sewer systems.
General—When submitting all application,please use die following instructions as a ciccklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessita(e additional processing and review
time,and ntay result in return of the application. Unless otherwise noted,the Applicant shall submit one original and one copy of
the application and supporting;documentation.
A. One Original and One Cope(second copy lnay be digital)of Application and Supporting Documents
N Required unless otherwise noted.Signatures on original must be"wet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description(Required for All Application Packages):
N List all items included in the application package,as well as a briefdescriplion of the requested permitting action.
Y Be specific as to talc system type,number of homes served,Ilow allocation required,etc.
;r Include file permit number/status of any other required sewer permits(dola•nstrcanl-tlpstt•catn)
r If necessary for clarity,include attachments to the application form.
C. Application Fee(All New and Maditication Application Packages):
N Submit a check or money order in the amount of$60D.00,dated no more than 90 days prior to application submittal.
)o Payable to North Carolina Department of Environmental Quality(NCDEQ)
1). Fast Track Application(Required for All Application Packages,Form FTA 10-23):
N Submit the completed and appropriately executed application.
if necessary fir clarify or due to space restrictions,attachments to the application may be made.
❑ If the Applicant 'Type in item i.2 is a corporation or company, provide docllillealation it 1s registered for business with the
\m_th.(.'_u'olilg;)Sg.;rctary_uf tit:nc.
❑ if the Applicant Type in Item 1.2 is a partnership or d/b?a,enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
N 'rate Project Name in Hein i1.I shall be consistent with the project name on the flow acceptance letters,agreements,etc.
N The Professional Engineer's Certification on Page 5 of the application shall be signed,scaled and dated by a North Carolina
licensed i'rtilcs%iutlag._i{ns i):�.4_r•
N Tllc Applicant's Certification on Page 5 of the application shall be signed ill accordance with .I 5A_\C AC_fl.?T,•J 1.06 1) . [lei-
15A NCAC 021'.0106(c).an alternate person may be designated as the signing official if a delegation tettcr is provided from
a person who meels the criteria in t SA NCAC 021'.0106(b).
iNSi'RUCTiONS[-'OR DORM:FTA 10-23&SUPPCIRTiNG DOCUMENTATION Fags I o1'3

E. Flow Tracking/Acceptance Form(Form:FTSE 10-23)(If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate CAS. 143.215.67W.
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an S.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components(gravity sewer,pump stations,&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
❑ Include an aerial location map showing general project area(such as street names or latitude/longitude)so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or Items to be modified(the application form itself should include only include items to be added/modified).The
narrative should also include whether any previously permitted items have been certified,
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan(Required If portable rellabII4 option utilized for Pump Station):
® Per_($A NCAC 02T.030$(h)(1),submit documentation of power reliability for pumping stations. f
➢ This alternative is only available for average daily flows less than 15,000 gallons per day if
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T .0106(b))or proposed contractor,
stating that"the portable power generation unit or portable,independently-powered pumping units,associated appurtenances
and personnel are available for distribution and operation of this pump 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 dmeframes,shall
be provided In the case of a multiple station power outage.(Required at time of certification)
1. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
® Per 15A NCAC 02T.0115(al(i)provide the Certificate of Public Convenience and Necessity from the North Carplina Utilities
Cori i _n demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension,or
❑ Provide a letter from the North Carolina liti ities Commission's Water and SewerDivision Public 51aff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected. I
I
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Properr y Ommm'Associations
❑ Per I SA NCAC 02T.01 15(c),submit the properly executed Qpgrational AgrMMcnt(FORM;H A .
❑ Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation,Declarations and By-laws.
❑ >�velopgrs of lots to be sold
❑ Per 15A NCAC OZT.0115 submit the properly executed Q er tional A e m nl FORM:DE
For more information, visit the Division's collection systems websitC
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INSTRUCTIONS FOR FORM:FTA 10-23&SUPPORTING DOCUMENTATION Page 2 of

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO THE A ROPRIA,TE REGIONAL QI,FICIr:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Reaional Office 2090 US Highway 70 Avery,Buncombe,Burke,Caldwell,Cherokee,
Wlpter Quality Section Swannanoa, North Carolina 28778-8211 Clay,Graham,Heywood,Henderson,Jackson,
[phone] Macon,Madison,McDowell,Mitchell,Polk,
[phone] Fax Rutherford,Swain,Transylvania,Yancey
Favettev1112 Realonal Office 225 Green Street Suite 714 Anson,Bladen,Cumberland,Harnett,Hoke,
Wat r guallity Sectl90 Fayetteville,North Carolina 28301-5095 Montgomery,Moore,Robeson,Richmond,
[phone] Sampson,Scotland
(910)48"707 Fax
Mgoresvil a Roalonal Office 610 E.Center Avenue Alexander,Cabarrus,Catawba,Cleveland,
Water Quality Sectiglr Mooresville,North Carolina 28115 Gaston,Iredell,Lincoln,Mecklenburg,Rowan,
[phone] Stenly,Union
[phone] Fax
ce 3800 Barrett Drive Chatham,Durham,Edgecombe,Franklin,
Water QUpllty SeStign Raleigh,North Carolina 27609 Granville,Halifax,Johnston,Lee,Nash,
[phone] Northampton,Orange,Person,Vance,Wake,
[phone] Fax Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort,Bertle,Camden,Chowan,Craven,
Water Quality section Washington, North Carolina 27889 Currituck,Dare,Gates,Greene,Hertford,Hyde,
[phone] Jones,Lenoir,Martin,Pamlico,Pasquotank,
[phone] Fax Perqulmans,Pitt,Tyrrell,Washington,Wayne
Wilmington Regional Offlce_ 127 Cardinal Drive Extension Brunswick,Carteret,Columbus,Duplin,New
Water Qujilty Section Wilmington, North Carolina 28405 Hanover,Onslow,Pander
[phone]
[phone] Fax
Winston-Salem Realonal Office 450 W.Hanes Mill Road Namance,Allegheny,Ashe,Caswell,Davidson,
water Quality$action Suite 300 Davis,Forsyth,Guilford,Rockingham,Randolph,
Winston-Salem, North Carolina 27105 Stokes,Surry,Watauga,Wilkes,Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM:FTA 10-23&SUPPORTING DOCUMENTATION Page 3 of 3