WQ0037905_Application (FTSE)_20220404

Permit Number WQ0037905
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
1 %080
Facility
Facility Name
Blake Farm SF-1 Subdivision Sewer
Location Address
Owner
Central Files: APS _ SWP
10/8/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Name Owner Type
Pluris Hampstead LLC Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
2100 McKinney Ave
Dates/Events Dallas TX 75201%
Scheduled
Ong Issue App Received Draft Initiated Issuance
No 'ce Issue Effective
Expiration
7/13/2015
10/5/2021
'Public
e`%W- ac(

4$MCIQM&CREED
EMAILED / USPS
TO: NCDEQ DWR — Wilmington Regional
127 Cardinal Drive Ext
Wilmington, NC 28405
ATTENTION: Dean Hunkele, Environmental Program
Consultant
WE ARE SENDING: ❑ Originals ® Prints
7 Specifications n Calculations
OC7 0 5 2021
LETTER OF T i_,SM_ I_ TTAL
DATE: October 5, 2021
PROJECT NO: 04245-0026
TASK NO: 49
RE: Blake Farm Subdivision
SF-1 Phase 1B, 2, 3 Public Sanitary
Sewer Submittal
TRANSMITTAL NO:
PAGE 1 OF 1
❑ Shop Drawings ❑ Samples
n Other
Quantity
Drawing No.
Rev.
Description
Status
1
Original
Fast Track Application (FTA 06-21) & Supporting Documentation
G
1
Original
Application Fee — Check # 206496 ($480.00)
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS:
RECENEDINCDENWDWR
Sent to [e-mail] EIrT 0 5 n2,
omce
243 NORTH FRONT STREET, W ILMINGTON, NC 28401 [phone] FAX [phone]
04245-0026(49)
McKIM &CREED, Inc.
Signed
Trae Livick, PE

v�McIQM&CREED
EMAILED
TO: NCDEQ DWR - Wilmington Regional
127 Cardinal Drive Ext
Wilmington, NC 25405
ATTENTION: Dean Hunkele, Environmental Program
Consultant
WE ARE SENDING: ❑ Originals ® Prints
17 Svecifications n Calculations
LETTER OF TRANSMITTAL
DATE: March 21, 2022
PROJEcr NO: 04245-0026
TASK NO: 49
RE: Blake Farm Subdivision
SF-1 Phase 1B, 2,3 Public Sanitary
Sewer Submittal
TRANSMHTALNO:
PAGE 1 OF 1
❑ Shop Drawings ❑ Samples
n Other
Quantity Drawing No. Rev. Description Status
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS:
Sent to [e-mail]
243 NORTH FRONT STREET, WILMINGDON, NC 28401 [phone] FAX (910) 251.M2
04245-0026 (49)
McKIM &CREED, Inc.
Signed
Trae Livick, PE

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources PTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: "0 Fe completed by URIR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Pluris Hampstead, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately-Omned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0I06(b)
Title: Regional Manager
4. Applicant's mailing address: 1095 Hwy 120
City: Sneads Ferry State: NC Zip: 28460-_
5, Applicant's contact information:
Phone number [phone] Email Address: rhoi'ferenolurisusa.conn
IL PROJECT INFORMATION:
I. Project name: Blake Farm SF -I Subdivision
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number W00037905 and issued date: July 13, 2015,
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: W000_
3. County where project is located: Pender County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.331353Longitude:-77,765372'
5. Parcel ID (if applicable): 3271-16-5288-0000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Richard Collier License Number: 022574
Firm: McKim & Creed Inc
Mailing address: 243 North Front Street
City: Wilmington State: NC Zip: 28401-
Phone number: [phone] Email Address: tlivick(a).mckinncreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF)INFORMATION:
I. Facility Name: Pluris Hampstead W WTP Permit Number: W00037287
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEIVER INFORMATION:
1. Permit Number(s): W000373A7 3;m
2. Downstream (Receiving) Sewer Information: 12 inch ❑ Gravity 'Z Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS N/A
Owner Name(s): N/A
FORM: FTA 06-21 Page I of 5

V1. GENERA EREQUIREMEN"rs
I. If the Applicant is a Privately-Omied Public Utility, has a Cer(ificite oIPublic Convenience and Necessity been attached"
❑ Yes ® No ❑ N/A
1. If the Applicant is a Developer of lots to be sold, has a Ficvelopci s Operational Aeicement (FORAI DLiV) been attached9
❑ Yes ❑ No ® N/A
3_ If the Applicant is a Home/Propeily Owners' Association, has an IIOA!PO-A Opcii I ona I \eiccmcni F(I R%1. 1I0;A I and
supplementary documentation as required by 15A NC'AC 02T.0115(c) been attached'
❑ Yes ❑ No ® N/A
d. Origin of wastewater: (check all that apply):
® Residential (lndmcltially Owned) ❑ Retail (stores, centeis, 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 ❑ ('hurch ❑ Swimming Pool/Filter Baclavash
❑ Businesses / offices / factorics ❑Nursing I tome ElOther (Explain in Attachment)
5_ Nature of wastewater . 100 %Domestic °o Commercial %industrial (Sue] S A y(' 1( 02I__01 03 20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 1 5 A NCA(' 02Vol 1aLI)^ ® Yes ❑ No
If ves, provide a cony of flow reduction anoroval letter with this application
7. Summarize Nr-astewater generated by project
Establishment Type (see 02T.0114(t))
Daily Design Flog
No. of Units
Flow
Single Family Lots (Phase I A)
180 gal/day
58
10,440 GPD
Single Family Lots (Phases I B)
180 gal/clay
30
5,400 GPD
Single Family Lots (Phase 2)
180 gal/day
98
17,640 GPD
Single Family Lots (Phhase 3)
180 gal/day
69
12,420 GPD
gal/
GPD
gal/
GPD
lotal
45,900 GPD
a See I SA NCAC 02T _o 114(1)1 (dJ AA I,)and en I'm 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 6 S'(1k-4),
b Per 15A NCA(' 02T 01 14(c)- design flow rates for establishments not identified [in table 1 iV N(_',A(',0- T,01 1] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data-
8_ wastewater generated by prolect. q5 Q00 GPD (per I SA NC_'A( 02 f 01 la)
Do not include future flows or previoushpermitted 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 suppleotentalv iuformalion indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Floty has already been allocated in Permit Number: _. _ Issuance Date.
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain)
FORM: F"I A 06-21 I'agc 2 of 5

VH. GRAN'ITlSEWER DESIGN CRITERIA (If Applicable) - 021' .03115 & .MM' ((arm itr Sewer;
I. Summarize gravity sewer to be permitted:
Size (ineltes)
Length (feet)
Material
8 (Ph I A)
2795
C900 PVC
8 (ph I B)
1518
(C900 PVC
8 (Ph 2)
4403
C900 PVC
8 (Ph 3)
2699
CC900 PVC
Section 11 & 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 mininuun slope requirements is not allowed and a violalion of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — t12'f .0305 & iMDC (P 11111) Stations/Furrce Maius):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN'THIS PROJECT
I Pump station number or name. Pm➢n Station - I
2. Approxintnte Coordinates (Decimal Degrees'): Latitucle. 3433485 Longitude:-77,762022
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station' 0.1 101 millions gallons per day (firm capacity)
This should reflect the total GPM fm the pump station with the largest pump out of sen ice.
4. Operational point(s) per pump(s). 200 gallons per minute (GPM) at 50 feet total dynamic head (TDH)
5. SUntrttal'iZe the force main to be permitted (for this Puntp Station):
Size (inches)
Length (feet)
Material
6
1188
C900 PVC
1f any portion of file force main is less than 4-inches in diameter, please identiA, the method of solids reduction per
MDCPSFM Section 2.01 C. 1.1) ❑ Grincler Pump ❑ Mechanical Bar Screen ❑ Other (please specifN )
6_ Power reliability in accordance with I5A NCY 021 _0305(h)( 1).
❑ Standby power source or ® Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T_0305(h)(1)(13)_
Required for all pump stations with an arerage daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility and may not be portable
Ot if the pump station has an menage daily flow, less than 15,000 gallons per clay 15A NC'ACO2T 0305(h)( I )(C).
❑ Portable power source with manual actiwtion, quick -connection receptacle and telemetry -
or
❑ Portahle pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable SOnr'[e is owned or contracted by the applicant and is compatible with the station.
If the pottable power source or pump is dedicated to multiple pump stations, an ev aluation of all the pump stations' storage
capacities and the rotation schedule of the portable power soiree or pump, including travel timeframes, shall be prm;ided
as pall of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IN. SETBACKS & SEPARATIONS — (02B .0200 A 15A NCAC 02T.0305(t)):
I. Does the project comply with all sepatationsialtentam es found in I s_A M A( 02 1_,030�(I) S (;�° ® Yes ❑ No
1 5A NCAC 02T.030 S(f) contains Ili iniinnun Sena ra t i one that dull h, I,I ,, i Iv,I f �,Itt sI QvOoF„<
Setback Parameter"
Separation Required
Storm sewers and other utilities not listed below (vertical)
IS inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
Is inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
I8 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 1 or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
*Waters classified WS (except WS-] or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX2)
50 feet
** Any other stream lake, impoundment, m ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WI..
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 (it'ains
5 feet
Any s%xinvning pools
10 feet
Final earth glade(vertical)
36 inches
It noncompliance wnh 02jjJ605(I) orj.;)_see section X.I of this application
* 15A NCAC 021 _0305(0 contains altematives where separations in 0211._0305 f cannot be achieved_ Please check "yes
above if these alternatives are used and provide Imitative information to explain.
*"SVeam classifications can be identified using the Division's N'(Surface Water Clessilicalions \_eblpa�'_
2_ Does this project comply with the minimum separation requirements for water mains? 0 Yes ❑ No ❑ N/A
If no, please refer to 15A NCAC I 9('_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 sepatation requirements for wetlands' ® Yes ❑ No ❑ N/A
I Please provide supplementary information identifying the areas of non-conformance.
See the Division's drati_�cparation requirements for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and rnnSUL101on.
4. Is the project located in a river basin subject to any State buffer rides? ❑ Yes Basin name. ® No
Ifyes_ does the project comply with setbacks found in the ricer basin rules per I SA N('AC 0213 0?00" ❑ Yes ❑ No
I This includes Trout Buffered Streams Pet PSA NCAC 2-B 0202
5. Does the project require covem,e/authorization under 1404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Qualiq Certificationso.
I ]'lease provide the permit numbedpermitting status in the cover letter if coverage/authorization is required.
0, Does project comply with 1 2 A V 'M 02 I Q I.OS c Lf) (additional permits/certificalions)° ®1'es' ❑ No
Per 1 SA NCAC' 02 r.o I o5jcjL0j, directly related environmental permits or certification applications most be being prepared,
have been applied for, or have been obtained Issumnce of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stomiwater management plans, etc.)_
7. Does this project include atly sewer collection lines that are deemed "high-primily') , ❑ Yes ® No
Per 15 A NCAC P 1 0-103 "high -priority sewer - means any aerial seXrer, sewer contacting surface waters,
siphon, or sewers positioned parallel to s-tremobanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval,
I If yes, include an attachment kcith details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspectimts documented per 15A NCAC 02T.0403(a)(5) or the permittee's illdivitlual System -Witte Collection permit.
FORM_ F'I A 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum D_e itm Criteria for the _Prrm_iuing. t�(ht(r�r_Sr_nitgn
and Pony ,4lains llalcst vcrsionl and the tiravily Sewcr Minimum Design C'rim latest version) 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
concurrendl, with the approval of the permit and nroiects requiring a variance approval may be subiecl to longer
review times. For nroiects requiring two or more variances or where the variance is determined by the Division to be a
sieuificant norlial of the uroiecl, the full technical review is required
2. Professional Engineer's Certification:
I, _ Richard Collier attest that this application for Blake Farm SF-1 Subdivision
(Professional Engineer's name from Application Item 111. 1.) (Project Name from Application Item II.I )
has been reviewed 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,
\_Iininnun DcDca>ign ClCiteria for (irnvitt SQwcis (I_il - I vei ion), and the Minimum Design Criteria for dtr Fast- I rack Permiltine
of Plut1r Stations and Purcc M;tinstcst 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
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 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 'C56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant'sCertification per 15A NCAC 02T A106(b): • ��'�
I, Itandv Hoffer attest that this application for Blake Farm SF-1 Subdivision
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from 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 file 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 at 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 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:._ Dale:
FORM: FTA 06-21 Page 5 of 5

X. CIi R'II FICATIONS:
I. Does the submitted system comply with 15 % X( %C 02 K the QlAnum De_t n CTileria for the Perrliuin_ snf Pungv Stmiions
all (I I orce Maim f at"t vctsi_onl_ and the Ch.rviI% Sovcl_NIinimuIll Ditiign C nterl t late>I vision as aglpIicaIllc?
[file, for projects mi ueing a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Ccmml Offices Approved of the request will he issued
concurrently with the a innoval of the permit, and protects mguih.ing a varitmce agnroval trial, he subiecl to longer
review limes. For pro lee is reguiri Iles Iwo or more variances of where. the V"Nnee is determined by the Division to be a
significant portion of the nroiecl, the full technical review is required
2. Professional Frigineei's Certification:
I. 1Ciclulyd Collier , attest that this application for Blake Pnrnn SI'-I SululMxion
(I't , vmml Fnv in er's name from Appliedinn Item III I 1 (V... ject Name from Application I(rn, ILI )
has been reviewed by ale and is accurate, complete and consistent v+'ilh the information supplied in the plans,
specifications, engineering calculations, and all other supporting dneumenhition to the best of my knowledge. I further
attest that w the but of my knowledge the proposed design has been prepared in accordance with the applicable regulations.
Minmuml Desl n Crl(elun Iol Gravity Scvtcrs (hug vetsiglt), and the Afinimmi Design C tltelia I,br the fEst-'I rack Puinittimi
(Diull t Stations and Dome Mains lilll'SI vc)sion). Although other professionals may have developed certain potions of this
submittal package, inclusion of dtese materials under my signature and seal signifies that I have reviewed this material and
havejutfgcd it m be consistent with the proposed design.
NOTE - In accordance with Gencral Statutes 1430116A and 143-2ISAH, any pctson who knowingly makes any false
statenenl, representation, or certification in any application package shall be guihy of a Class 2 misderiwanor which may
AM a tine not to exceed S 10,0(10, as well as civil pentddes up to S25,000 per violation. h list cla escalation of the application
inRxntation, including failure to disclose coy design non-compliance with the applicable Rules and design criteria, map subject
the North Carolina -I icensed Professional Eligincer to referral to the licensing board. (21 NCAC. 56.0701)
t\oilh Carolina Professional F.nrgiueer's seal, signature, and date:
3. Applicant's Cetitieaion per 15A NCAC 021 .0106(b):
Kandy I hnffer , attest that this application for WAX Perm SF-1 Subdivision
ISr n brie Amh irat Name -rmn Apphralam Item 1...) (J'rojccl Name tioin Apphcrauon Item II I )
attest that this application has been reviewed by me and is accurate and complete to the hest of illy knomletlge.
I understand that if all required pats of this application trim not completed and Ihal il' 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-dischage system w surface vvalers or the land will readl in an immediate enhicement
action that may include civil pemdties, itunctive relief; wW&r criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also undecsumd that if all required parts of finis application
package are not completed and that if all required supporting information and attachments ale not included, this application
package will he returned to me as incomplete.
NOTE. — In amoMm ce will General S(aullcs 1 a3011 .6A and 14 3-215.GI1, any pctson vaho knowingly makes any false
statement, representation. nr cenification in any application package shall he guilty of a Class 2 misdemeanor. which may
include a fine not to exceed SIO.Ot10 as well as civil penalties up to 525,000 per violation.
i
Date:
FORM: I: IA 06-21 Page 5 of 5

7 (I. }
L
U 1_K�,
Dlvislon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Pluris Hampstead, LLC
Project Name for which flow is being requested: Blake Farm SF -I Subdivision
More than one FTSE Wray be required for a single project #'the owner of the WWTP is not responsible for ali pump
stations along the route of the proposed waslewaterfiow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris, Hampstead
b. WWTP Facility Permit #: _WQ0037287
AlI lows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.500
0.040
0.212
IM
0.298
59%
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Number)
No.
MOD MOD
Flow, MOD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MOD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can he 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
(pt) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Pluris Hampstead LLC
Downstream Permit Number: WQCS0037324
Page 1 of 6
FTSE 10-18

III. Ccrlilicalion Statement:
I Ranch- I totter certil'y to the best arm), knowledge that the addition of
the volume of yyastcwater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow front this project is not anticipated to cause any capacity
related sanitary sewer ovurlows or overburden any downstream pump station en route to the receiving
treatment plant under nornutl 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 hest available data. "Phis certification applies to
those items listed above in Sections I and ll plus all attached planning assessment aciclendums for which I
ant the responsible part). Signature of this lirrm certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing U%/iciul Si,nan&
TiNc gJh'igitirl,�� Of/icicd
Dale
Page 2 of6
I'M IU0S

DocuStgn Envelope ID: D1ED8668-6691-4978-BD52-341A29FB5CE3
sl,�n
f d ...
ROY COOPER
•� � '
ELIZABETI I S.131SER
Srcri any
S. DANIEL SMITI I
I:ORTII CAROLINA
nbrrer
Environmental Quality
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 WWII' (WQOO.17287)
Pencler County
I)car 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
ww,rP service area. Additional information was requested by the Division and was received on
July 23,2021.
In accordance with 15A NCAC 02T .01 14(t)(2), the Division has evaluate(] 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 flaw for I- and 2- bedroom dwellings shall be 120 gallons per clay.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons
per clay 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 (W00037287).
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, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the acjusted design claily wastewater flow rate, at no time shall the wastewatel
flows exceed the effluent limits defined in the permit fin the treatment facility or exceed the
capacity of the sewers downstream of anv 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.
it, C ch,. Dq term o,Ei cnvlmla'.Qi % D'i 'i nl is trfcs<uaea
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DocuSign Envelope ID: D1ED8668-6691-4978-BD52-341A29FB5CE3
The granting of this flow reduction floes 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. I, 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 [phone] or by email at
micncdcnr.eov.
Sincerely,
IVocuSig
,dbyy�:,��1 IILt(MNW �l4dinft,(9t,u
CdU5Jld31614FE
far S. Daniel Smith
Director, Division of Water Resources
bly Michael Montebello
Municipal Permitting Unit, Division of Water Resources, DL'Q
CC: Randy Hoffer, Pluris Hampstead, LLC, Regional Manager (rhul.tkrrir.pluri_siitia.cpm)
Michael C. Gallant, PE, Consultant (!MIIMnmQI vohm .com)
Nathaniel Thornburg, NPDES Non-Discharge(Ivuhanlcl.thuutbur��(unddluu��q��)
Wilmington Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2

BLAKE FARM
BLAKE FARM
SF-1 Subdivision
PENDER COUNTY, NC
FAST TRACK APPLICATION NARRATIVE
Prepared for:
D.R. Horton
131 Racine Drive, Suite 201
Wilmington, NC 28403
Prepared by:
�MCKIM&CREED
243 North Front Street
Wilmington, NC 28401
[phone]
Project#06525-0004 (49)
October 5, 2021
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FTA Narrative
BLAKE FARM
SF-1 SUBDIVISION
Scott's Hill, Pender County
October 1, 2021
BLAKE FARM
D.R. Horton is proposing to develop a 1,164 acre tract of land along the northwestern side of US
Hwy 17 in Pender County near the Scott's Hill Community. In this first phase of development,
D.R. Horton is proposing to construct 255 single family units within the Blake Farm SF-1
Subdivision. The nature of this FTA submittal is to modify existing permit WQ0037905 issued
on July 13, 2015 for a public system consisting of gravity sewer and one pump station to service
the proposed subdivision.
D.R. Horton will install the gravity sewer within Blake Farm SF-1 Subdivision. Pluris
Hampstead, LLC (Pluris) will own and maintain the system as well as accept the domestic
sanitary sewer flow (101,800 GPD) from the SF-1 Subdivision into their newly permitted and
installed 12-inch Force Main that lies withint the public R/W of Blake Farm Boulevard. This 12-
inch force main will discharge into the Pluris Hampstead WWTP (WQ0037287) currently under
construction. The total domestic wastewater flow was determined by using 360 gpd per
residential lot (360 gpd x 255 lots = 91,800 GPD) plus a wastewater flow allowance of 10,000
GPD for the Blake Farm amenity site The Farm within the SF-1 Subdivision. These wastewater
flows combined equal the requested 101,800 GPD. These flows have decreased from the
originally permitted flow of 110,080 due to a reduction in the number of lots in the SF-1
Subdivision from 278 lots to 255 lots.
8" PVC gravity sewer will be installed throughout the proposed Blake Farm SF-1 Subdivision,
which will provide public sewer access for the 255 residential units. The gravity sewer will
flow into a new Pump Station No. 1 (PS-1) within the SF-1 Subdivision. Wastewater from PS-1
will be conveyed to the existing 12-inch Pluris force main via a 6-inch PVC force main. PS-1
was designed for 200 GPM @ 50' TDH. Currently there are no other pump stations discharging
into the 12-inch Pluris forcemain between the PS-1 connection point and the Pluris WWTP. PS-1
will implement the use of an on -site bypass pump and force main connection in lieu of a
permanent generator per 2T .0305(h)(1)(B).
1:\9424i\M26\ENG\49-Permit\49-Sanilary Sewer- Pluris and NCDENR\ 9424i992fi NCDENR_Sewer FTA Application Narrative.doc

This new gravity system is designed in accordance with the NCDENR minimum design criteria.
Appropriate horizontal and vertical clearances will be provided when proximal to the proposed
storm drainage system and the proposed water system. The gravity sewer will be certified in
accordance with state regulations and the permit conditions.
End Narrative.
1_AOJ2 ,A102eAERGA40 Pe[n,tA40-caNtary Sewery Pluvic mul SCDERRV U424W26 NCDESR. Sewev f7A Apph,a ton Suratice doc

PLURIS HAMPSTEAD WWTP
PERMIT #WO0037287
SCOTTS HILL
ROAD NORTH
1 NFUTCH'S CREEK
in
SCALE: 1n=2,000' tP
a
IN IRAUUAS IAL '
WATERWAY
s
W -

SLAKE FARM
SF-1 SUBDIVISION
PERMIT #W00037905
12" FORCEMAIN TO
PLURIS HAMPSTEAD
WWTP
m
1 A
\ \ BLAKE FARM
SF-1 SUBDIVISION
P£RM1T #W00037905
6" FORCE MAIN
FROM PUMP
STATION No.1
BLAKE FARM
BOULEVARD
8' GRAVITY
SANITARY SEWER
(TYP.) NORTH/SOUTH
COLLECTOR ROAD
8"" GRAVITY
SANITARY SEWER
(TYP.)
BLAKE FARM
PUMP STATION No.1
8" GRAVITY
SANITARY SEWER
(TYP.)
12" FORCEMAIN TO 1
PLURIS HAMPSTEAD
WWTP
1,
SCOTTS HILL
LOOP ROAD NORTH
DUKE ENERGY
TRANSMISSION
EASEMENT
BLAKE FARM
SF-1 SUBDIVISION
SSMAP 2of3
SCALE: 1T=500'

M -

Hunkele, Dean
From: Trae Livick <[e-mail]>
Sent: Monday, March 21, 2022 10:50 AM
To: Kaarin Williams; Hunkele, Dean
Subject: RE: [EXTERNAL] RE: [External] RE: ADD -INFO: WQ0037905 - Blake Farm SF-1 Subdivision
Attachments: 2022-03-21 Blake Farm FTA_FTSE to DHunkele.zip
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Great. Thank you for letting us know!
Dean,
Updated and completed forms are included in the attached zip folder.
Please let me know if any additional questions. Thanks you for your help.
Trae Livick [ Project Engineer
McKim & Creed, Inc.
T 910.343.1048
From: Kaarin Williams <[e-mail]>
Sent: Monday, March 21, 2022 9:42 AM
To: Trae Livick <[e-mail]>; Hunkele, Dean <[e-mail]>
Subject: RE: [EXTERNAL] RE: [External] RE: ADD -INFO: WQ0037905 - Blake Farm SF-1 Subdivision
Good morning, Trae,
Per Randy, he's fine with you just making the changes and keeping his original signature since the scope of the work
hasn't changed.
Thank you and please let me know if you need anything else.
Kaarin Williams
Permitting
1�PLURIS
Pluris, LLC
T 888-758-7471 Opt3; D 910.218.7653 F 910-327-0374
O 1095 Hwy 210 Sneads Fen y, NC 28460
7 hi, e-mail is subject to the Pl uris I loll rip emmI disclaimer.
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