WQ0040239_Application (FTSE)_20190312

Central Files'. APS SWP
8/20/2018
Permit Number WQ0040239
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRulle
Permitted Flow
Facility
Facility Dame
All Saints Catholic Church Private Pump Station & Sewer
Location Address
Owner
Owner Name
Diocese of Raleigh and Catholic Schools
Dates/Events
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pender
.--Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Louis R. Zarama
7200 Stonehenge Dr
Raleigh NC 27613
Scheduled
Orig Issue App Received Draft Initiated Issuacice Public Notice Issue Effective Expiration
i
8/17/2018
Regulated Activities Requested /Received Events
Additional information requested
Additional. information received
............

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Dean Hunkele
NCDWQ
127 Cardinal Drive
Wilmington.. NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
n Copy of Letter
1�np[2 (OP VRAH�Xunz%a
DATE $/ 1 7/ 1 $
JOB NO.
ATTENTION
PHONE #
RE: All Saints Catholic Church
Sewer Permit Submittal
Private Sewer
� Attached ❑Under separate cover
❑ Prints R Plans ❑Samples
❑ Change order [:1 Diskette ❑ _
the following items:
F-1 Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for $480 each for application fee
2
EIVED/NMENOW
Two copies of: Fast Track Application and Flow Tracking
Form
1
USGS Quad Sheet
i
I '
Sewer Narrative
Water
Quality Regional
aeration s Section
THESE ARE TRANSMITTED as checked below:
Z For approval
n For your use
❑ As requested
R For review and
comment
n FOR BIDS DUE
REMARKS:
COPY TO: File
M copies for
❑ Approved as submitted Resubmit approval
copies for
❑ Approved as noted ❑Submit distribution
❑ Returned for corrections ❑Return corrected prints
F1
20 ❑PRINTS RETURNED AFTER LOAN TO US
SIGNED:
If enclosures are not as noted, kindly notify us at once.
AUG "l-,
r i

State of North Carolina
Department of Environmental Quality
Division of Water Resources
.W.R
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
A �( UO - Vu--�
ppl�cation Number: � Ito be completed b DWR p y }
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: All Saints Catholic Church (company, municipality, HOA, utility, etc.)
2. Applicant type: [] Individual
❑ Corporation
❑ General Partnership ❑ Privately -Owned Public Utility
El Federal
❑ State/County
❑ Municipal father "Corporate Sole"
3. Signature authority's name: Louis Rafael Zarama. Bishop
of the Roman Catholic Diocese of Raleigh NC per 15A NCAC
I
02T .0106(b)
Title: Bishop
4. Applicant's mailing address: 7200 Stonehenge Drive
City: Ralezgh State: NC.
Zip: 276I3-
5. .Applicant's contact information:
Phone number: [phone]
Email .Address: wesche@raldio
.II. PROJECT INFORMATION:
1. Project name: ,All Saints Catholic Church
2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project
1f a modification, provide the existing permit number: WQ00 and issued date:
if new construction but part of a master plan, provide the existing permit number: WQ00�
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.41 ° Longitude:-77.66°
5. Parcel ID (if applicable): 4204-42-0146-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark N. Hargrove. PE License Number: 019742
Firm: Port City Consulting Engineers, PLLC
Mailing address: 62.16 StonebriId e Road
City: ,W'ilrnington State: NC Zip: 28409-
Phone number: 910) 599-1744 Email Address: mhargrove,Qec.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead Waste Water Treatment Facility Permit Number: WQ0037287
Owner Name: Pluris Hampstead, ILLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF).
1. Permit Number(s): WQ0037324 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection S stem Permit Numbers if a licable WQCS
Owner Name(s): Pluris Hampstead. LLC
FORM: FTA 04-16 Page 1 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?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV) been attached?
[:]Yes ❑No ®N/A
3. If the Applicant is a Home;1Propertv ONviiers' Association. has aii Operational A(reement (FORM:.HOA) been attached?
[:]Yes ❑No ZN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food prep aration/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: 100 % Domestic/Commercial % Commercial %.
% Industrial See 15A NCAC 02T .0103 20 F ��=:�
Is there a Pretreatment Program in effect? Yes Nod w
g ❑ ❑ 1 019
x, MAR �
6. Hasa flow reduction been approved under 15A NCAC 0?T .01.14(f)? [:]Yes [:]No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 42T.01 I4 f))
Daily Design Flow a'b
No. of Units
Flow
Church w/o Kitchen
2 gal/seat
418
836 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
836 GPD
a See 15A NCAC 02T .0114(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 the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8.' Wastewater generated by project: 836 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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

t
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC ,(Gravity_Se�versj:
1. Summarize gravity severer to be permitted:
Size (inches) Length (feet) Material
6292 PVC
Section 11 & III of the NIDC 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 a violation of the MDC
III. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 &.,MDC (Pump Stations/Force M
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.40830 Longitude:-77.6614'
3. Design flow of the pump station: 0,039 millions gallons per day (firm capacity)
4. Operational point(s) of the purnp(s): 30.68 gallons per minute at 120.3 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
1188
SDR 21 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305h)('1):
Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(B)_
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(n)(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.
r 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

IX. SETBACKS & SEPAR.ATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (2) [9 Yes ❑ No
:` 15A NCAC 02T_4 05(f) contninq minim»m cPnarstinnc that shall hp nrnvirlPr] fnr cP_wPr cvctP.mc-
Setback Parameter*
Separation Required
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)
18 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 11 im ounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except'VAS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
15A. NCAC 02T.0305� contains alternatives where separations in 02T.0305M cannot be achieved.
'"Strearn classifications can be identified usingthe Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(f) or �g,�, see Section X of this application
2. .Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes (]No ❑ N/A.
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the. river basin rules per 15A NCAC 02B .0200? ,Yes ❑ No ❑ N/A.
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes Z No
individual permits or 401 water Quality Certifications?
.> Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I S A NCAC 02T.01.05(cX6) (additional permits/certifications)? Z Yes ❑ No
Per 15A NCAC 02T.0105(c1(�, 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, storrnwater management plans, etc.).
6. Does this protect include any sewer collection lines that are deemed "high -priority?"
Per ' 15 A NCAC 02T.0402 "high -priority sever" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
E]Yes 0 No ❑ N/A
> 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 permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System. -Wide Collection permit.
FORA: FTA. 04- 16 Page 4 of 5

X. CERTIFICATIONS*
Does the submitted system comply with 15 --- NCAC 01T, the A?Iininnini D ' 'teria for the Pcrmittingy of Pump Stations
and Force Ma JaLest Vausion). and the I c-sign •Cri
Q-01 Ev- C-137 r Millilawn Design Crite-ri"latest version) as applicable?
ye� 'S p No
If No, complete and submit the Variance/Alternative Design Request application (VADC
f or review. Approval of the regu 10-14) and supporting documents
dopuments. est is required Brior to Submitftl of the Fast Track AnahLestion and §Mo
r is
2- PrOfessional Engineer's Certification:
Mark N. Hargrove, PE
(Professional Ens gineer"s. name from Application item attest that this application for
has been reviewed by me and is accurate, complete and consistent with the infonnation supplied in the plans, specifications,
engincering C81CUlations, and all other suppOrtin documentation to the best of my knowledge. I hu-ther attest that to the best
of my knowledge the proposed design has been prepared in accordance
Minimum Design Criteria for Gravity Sewers (latem veni with the applicable regulations, Gravity Sewer
Permitting of Pump Stations . and Force Mains on), and the Minimum Design Criteria for the, Fast-Trgck
POrtions of this submittal package, (latest version)- AlthOugh other Professionals MaY have developed certain
inclusion of these materials under my signatureignifies that I have reviewed this
material and have judged it to be consistent with. the.proposed- design- and seal si 1
NOTE — in accordance with General Statutes 143-215.6A.
and 143-215.6% any person who knowingly makes any false
statement, representation, or certification M any aPPlicatiOn Package shall be
include a guilty of a Class 2 misdemeanor,
fine not to exceed $10,000, as well as civil en up to $25,000 per violatiom which may
................... ................ .........
North CaroHna Professional Engineerls..seaL signature, and date, � �,, � #�'" , `�,
. 'tom...-
ES
SEAL
7,9742
live
9.
......... ....... .............................
3. APPlicanfs Certification per 15A NCAC 02T.0106(b),-
L Luis Rafael Zarama, Bishop of the Roman Catholic Diocese of Raleigh, NC
(Signature Authorft.Application Item 1.3y's:name & title from attest that this application
.) for
,
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that at if all required parts of
this lication are -not completed and that if all required SUPporting docunientation and attachrnentsare not included
application package is subject to being retumed as incomplete. I understand that . any discbarge of wastewater this
discharge system to surface waters or the land will result ill an itnmediate enforcement action ewater from this non -
injunctive relief, and/or V1
cn.minal prosecution. I will make no Claim On t1hat MaY include civil penalties,
condition of this permit against the Division of Water Resources should I a
t t be violated. I also understand that if all required parts of this applicati
and that if all required supporting information and attachments are I application package are not completed
me as incomplete. not included, th's application Package Will be returned to
NOTE — In accordance with General Statutes JAZi-2-115.6A and 1143-215.6R,
statement rep J I any person Wbo, knowingly makes any false
representation;, or cerfification in any application package shall be guilty include a fine not to exceed $10 of a Class 2 misdemeanor, which may
000 as well as civil penalties up to $25,000 per violation.
Signature;,e
Date.- (fj1/_�« �f�
FORM: FTA 04-16
Page 5 of 5

Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-I6)
All Saints Catholic Church
Project Name for which flow 1s, being requested: All Saints Catholic Church
Alfore than one FTSE may be re(pdr. ed for a single project if the owner of the WWTP is: not responsible for- all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
I,. d
a. WWTP Facile Name: Pluris Ham stead LLC
b. WWTP Facility Permit 4_ "W 0037287
� ■ � titJl 11 0:."-.........�,^...-crtr.�w.scc-cm.c-.z.:..cr....r-+wv--.:�
All flows are itrIGD
c. Nv' WTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP 0.100
e. WWTP facility's actual avg. flow
0.060
f. Total flow for this specific request
a.000836
g. Total actual and obligated flows to the facility
0.160
h. Percent of permitted flow used
64%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations iocated 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 Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow,
Daily Flow, Obligated Available
Number) MGD MGD MGD
MGD Flow 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.
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: WQ003r_324
,Page I of 6,
FTSE 04-16

1. Certificatioti Staten-i.ent:
Rand I-Jofl'ej, certil`v to the best of niv kiiowleds'.1.e. that'the additioii of
ct lias" be;-nl I f .11 1 -)1 e to -the
t ed a o -o t T. L
J.111.11e 01 W,-,xs",tew'.Ftt 1, t-o.be pern.lillt�,d ill th-is pricj e L
pate
I 'IS P.'r0IeI"*t IS JIM -to treatin I.- fiae'l. that �the fl,o,w - fli.' d I t v �U* (A II f, 141, aji ti c.1
A
c�.,tuse aiv,; `eapzwit-v rel.,-ated sanit,,-,iry w7er" overbui-den an.v downstr am., pum .on
I'tows or I p s",ati
J
CM 11,011te 10 rCCe,,rvj,no tre2't 11111t Y1,11 er-,ii.ormal ci.rcun-t_�tanu -the, P TIVIII G S. ementett.] on
-ove.nieiits idetitilIied hi the planiu,na assessment xvIiere applIcable. This
of dit planned inipi I
,),Ivsis lias been perfioriiied J'11 aCCOi-dC,,,Ui.ce with. local. establi-slied po.lici-eS and vrocedures usuio
thle test available data. "I"his ceruficat.toii applies to those iteins listed above in Sectims I wid 11
plus all. attached plaill-nin-i', assessr ient ciddendumis for -vkihi.ch II am tne res.,poll,..Si
'or,-ii accep.�Lance of this wastewa,-e 1_.ow. o 1, t I i. s .1 - �.Aw� L .17 � 11
Y)agoe, o-176
FS E 04-16

• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List * View Filings
Non -Incorporated Non -Profit
Legal Name
Diocese of Raleigh/Catholic Schools
Information
Status: Misc.
Citizenship: Domestic
Registered Agent: Fedewa, Michael J
Addresses
Mailing
7200 Stonehenge Dr
Raleigh, NC 27613
Principal Office
7200 Stonehenge Dr
Raleigh, NC 27613
Reg Office
7200 Stonehenge Dr
Raleigh, NC 27613
Reg Mailing
7200 Stonehenge Dr
Raleigh, NC 27613

-AVAIC IN
3i
Secn& avv
as ?e? Uln
i�.AA of
n ctor
Honorable Louis R. Zarama, Bishop
Diocese of Raleigh and Catholic Schools
7200 Stonehenge Drive
Raleigh., NC 27613
NORIM C`ARCMUN.-1
r �D �i iff
. -ndrwnamwnufa t Qua R ry
February 12, 2019
Subject: All Saints Catholic Church Private Pump Station & Sewer (WQ0040239)
Flow Reduction Approva]
gender County
Dear Mr. Zarama:
On August 27., 2018, the Division of Water Resources (Division) received an adjusted daily sewage flow rate (flow
reduction) request that would apply to the All Saint Catholic Church Private Pump Station & Sewer (Permit
Application No. WQ0040239). In accordance with 15A NCAC 02T.0114(f), the Division has evaluated the request, as
well as additional information received on October 8,, 2018 and January 11, 2019, and based on the data
submitted, the Division hereby approves for use an adjusted daily sewage design flow rats with the following
conditions:
This flow reduction applies to this facility only and is approved for 2 gallons per seat.
This flow reduction shall not apply to sewer extension applications and/or permits for any other facilities
as listed in 15A NCAC 02T.0114 or for any other public or private organizations whose wastewater flows
are or might become tributary to the All Saints Catholic Church Private Pump Station & Sewer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows exceed the
effluent limits defined in the non -discharge permit for the treatment facility -or exceed the capacity of the sewers
downstream of any new sewer extensions or service connections.
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 regulation contained in 15A NCAC 02T., PC 143-
215.1, or as needed to address changed 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 Christyn Fertenbaugh, P.E., at [phone]., or via email at
r
K rj 1k , I k tea' -Ip - u,"T ...h.g-jstyn. F­'-,
Sincerely,
for Linda Culpepper
Director, I , Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment., Emergency Response and Collection Systems Branch
Cc: Mark Hargrove., P.E.., Port City Consulting Engineers PLLC
Wilmington Regional Office,, Water Quality Regional Operations
PERCS (electronic copy)
Divislon, of %Vater R.ea sourms lorth 'CarxAna Deeparlrnenl al" Envirownental, Qkwilhy
Sei vice Centet ka-k-49K No-11- Il a- .9,? 7 6 0,0 9 - 16 7
�ry Sireell 11W Ma
_E Nor 0 Sallsbu
Q
gyJ

All Saints Catholic Church
Sanitary Sewer Narrative
The All Saints Catholic Church located at 18737 US HWY 17 N in Hampstead, NC is proposing to
expand the church's facilities. As part of the expansion, the church is proposing to construct a
new sanitary sewer lift station and connect to the existing force main that runs along the HWY
17 R/W in front of the church. The Church is proposing to construct a new faith formation
building that would have class rooms and offices and a new 1,000 seat sanctuary. The faith
formation building would be constructed initially with an estimated start date of 2021. The
new sanctuary could be started in 2025.
The current church has 418 seats. The church was able to provide water usage records for the
last 26 months. The average month use was 5,356 gpd. The highest 3 months were in
December, 2017 (8,850 gallons), November, 2017 (8,250 gallons) and January, 2018 (71100
gallons) and the average was 8,067 gallons. Increasing this amount by 25% to 10,084 gallons
would allow for some growth in the church. This equates to 336 gpd.
The existing building currently has a small grinder station that pumps to a drain field on site.
This system would be taken off line once the new lift station is constructed. The existing
building, new faith formation building and new sanctuary would gravity flow to the new
sanitary sewer lift station. The lift station would have a 2-inch force main +/-1182 in length
that would connect to the existing 10-inch force main owned and operated by Pluris
Hampstead, LLC that is located within the R/W of US HWY 17 in front of the site.

All Saints Catholic Church Water Usage Records
Meter 83561671
Usage
Billing Date Gallons Billing
1-Jan-16
6900
74.35
1-Feb-16
5350
64.28
1-Mar-16
6100
69.15
1-Apr-16
6100
69.15
1-May-16
6250
70.13
1-Jun-16
5950
68.18
1-Jul-16
6000
68.50
2-Aug-16
3700
53.55
1-Sep-16
2750
47.38
1-Oct-16
3650
53.33
1-Nov-16
5050
62.33
1-Dec-16
4200
56.80
2-Jan-17
4700
60.05
1-Feb-17
6100
69.15
1-Mar-17
4200
56.80
1-Apr-17
5800
67.20
1-May-17
6350
70.78
1-Jun-17
5450
64.93
1-J u i-17
4050
55.83
1-Aug-17
3750
55.75
1-Sep-17
2800
49.10
1-Oct-17
3350
52.95
1-Nov-17
8250
87.25
1-Dec-17
8850
91.45
1-Jan-18
7100
79.20
1-Feb-18
6500
74.30
Total (26 months) 139,250
Avg (26 months) 5,356 178.5256

Hunkele, Dean
From: Fertenbaugh, Christyn L
Sent: Tuesday, February 12, 2019 11:52 AM
To: Mark Hargrove
Cc: Hunkele, Dean
Subject: RE: [External] RE: Additional Information Request: All -Saints Catholic Church Flow
Reduction
Hello,
We have reviewed the additional information for the subject flow reduction request, and based on the December 2018
daily water usage data and the previously submitted seat/attendance information, we are able to approve a reduction
to 2 gallons per seat for the All Saints Catholic Church in accordance with 15 NCAC 02T.0114(f). The signed approval
letter should be available tomorrow.
Please be advised that this flow reduction shall not apply to other facilities that the church may choose operate in the
future, such as a daycare or daily school, as these facilities have their own required flows as specified in 15A NCAC
02T.0114(c).
If you have any questions, please let me know. Thanks!
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
'Subscribe to Collection S stem & Sewer Permittin Updates**
M
919-707-3625 -- office
919-807-6489 -- Fax
[e-mail]
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27694-1170
E; ah correspondenr,p to and ftom this address is suL�ject to the
North Carolina Public Reco..... ...... .. .......... ......... ..........rds Low and ma.......... ...y be disclosed to third parties.
From: Mark Hargrove <[e-mail]>
Sent: Wednesday, February 06, 2019 4:34 PM
To: Fertenbaugh, Christyn L<[e-mail]>
1

Hunkele, Dean
From: Fertenbaugh, Christyn L
Sent: Monday, August 27, 2018 6:04 PM
To: Hunkele, Dean
Subject: RE: [External] RE:.AII Saints Catholic Church sewer app WQ0040239
I'll take a look at this sometime in the near future to see if I have any questions or need additional information.
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
Please note that my phone number has changed to 919-707-3625.
919-707-3625 -- Office
919-807-6489 -- Fax
christyn.fertenbaugh@ ncdenr.gov
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27604-1170
M.
Comf)ares-
Emoil correspondence to ondfrom this oddress is subject to the
North Cro ion Pubic Records Low and moy be disclosed o "t-hird parties.
From: Hunkele, Dean
Sent: Monday, August 27, 20181:22 PM
To: Fertenbaugh, Christyn L<[e-mail]>
Subject: FW: [External] RE: All Saints Catholic Church sewer app WQ0040239
Importance: High
They are asking for a reduced flow based on water meter readings — see attached
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean. [e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
1

Wilmington, NC 28405
http://deg.nc.gov/contact`/`­regionaI-officesZwiImington
"" t'"3' z �' 1 Z ,� i sr 4 ` r ,s. £..r ' •d•y.:iy,. s. ` �.. .s , r s ¢ . =? t `. f i t t"£ ai. sr. £... �..� °� } y 7 z a ��•7 e", f .v: rat {�. } ; £". { 'i f y may
I £' [ e^a � `p p �• ,r f £"`r. �`�S .b.',{ E L�q >' t^i E
i- F 4 : : l €... o s r L.. s£w S.✓ r ? LJe :i %.. a,.. �. 3...3 i.�' r i i..e r co n $ c. h ; � ...i 6.a c-. %,d J �....i 1 «r a �wt :�9 i� �... �.. ba. o the e e ! 'h o # , i. r s C i.i; rase ? f t �...� t u i b S. Records L a..a i of 6. �� } J �.z m S fi �v b �. �,.d 3 s L rF o�.-y e Y� a. So.� L : t £ � 5...
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: hops://deg.nc.gov/about/divisions/water-resources/water-resources-
ermits eres collection-s stems- ermits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
110
,
F
n. ,. a .. ... .. .. .. .. fix. R .. .. . ... R. .. .< .3:.. u .: .,.. C . .. .. . u......... .... ... ...
hi
.. ... .. .. .. .. ... .. .... a. 111
1. � .e.. �ta��:�,. tta.����t.at�
. .. ..,: .. ..:.. ..... ....... ..:.: ... .:.. .. .... is ,...... .. ...... .. .,. ... .. . ....
.i-.
:
r ,
,
R.,. :....... _..,:.,, .. .,..
,. .....t.. .. ..
currentThe plans , i include +, school in the future
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599- .744
From: Hunkele, Dean [mailto:dean.hunkelencdenr.gov]
Sent: Monday, August 20, 2018 3:26 PM
To: Mark Hargrove
Cc: Randy Hoffer - PI u ris LLC
Subject: RE: All Saints Catholic Church sewer app
Okay I have the ownership/applicant resolved.
Still need to know about the future flow
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
IN

Dean. ffi nkele2ncdenr.Ro
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/cbntact/­­­­`regional-officesZwilmington
` d'3 i f t n i f �' S 1 C'� +"+ :7 'i' #„C '" } J 5' # �' subject
3 °` s� #✓ { if"'' i a t"'e .r� `3 t v„� £ # closed °.i
EsI oi{ �:or"r spont`� �:�. ":�� ��na.<jg �..�r this �.Rr�dre s f.� �ub;ect t�, the Nor pF �...a- ino P x� ,i R �..oa � 'a � or�d nf�:.�p �";�. ���.tos �..r to tryi�"�..
P .r rtie c
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting .site here: hops://deg.nc.gov/about/divisions/water-resources/water-resources-
Permits/peres/collection-systems-permits
Subscribe to Collection System. Update listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
Mark,
I can't find the church listed with the NC Sec of State — there is one shown as being created in 2-2018, but it lists it as
apparently being located in Hamlet NC.
Also, so the church plants to come forth with a modification application down the road for more flow to support the
school/classrooms? I will have to get Raleigh to sign off on the use of the water -use records as a flow reduction from
the 2T standard to grant a reduced per seat rate.
Please advise.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunkele ncdenr. ov
Wilmington Regional Office
127 Cardinal Drive Ext

Hunkele, Dean
From: Mark Hargrove <[e-mail]>
Sent: Monday, August 20, 2018 3:37 PM
To: Hunkele, Dean
Cc: 'Randy Hoffer - Pluris LLC'
Subject: [External] RE: All Saints Catholic Church sewer app
_ ."'.__ .. ., ,..... .w.....wttt... ....__ ...._.-_-. ................. ...._w.__...a.._..«..,^�..._.. ......, ,.w ..,,......s..w........,.,: .__.._... _................._...:ro..... ,.�^...: ..^.._.... ............ .... _.....-.........- ...-.........,.. _.,.•...... .: »..«^.....^....a,.-..... ,».... ....... •...
..., J ► ."--. ,. '..1P- ', .wr; •-_"'-... - ...... ..w..�t�:w. �.;•.^..:.:_ S..'.':^^'...w...... ......:....
_µ... _ .. ;cw.
. ..,.� .... ._ : _.....,. ..... ... .._ .. .._.. ... .. :.... _ .^ � t. ,.. ...... . .. .:_ ....,, ^--�. .... ... -.� - ..,
"...� MO `���t ��::� s ::�::tt���:r�t=�t::u�:. �:�:ve:�•���y.M:��:. f:� � �.
< ._. ., «_. ..__..«......_._.......»............... _....... .... �.._...... .._ .... .:.:.�'... _.:.._'..-...5_......� .. ...:..._^ .^./ .::. ...... vC.'.v.a�Yw......_...^.-.5._..-w,...........�.... .. «.. w.a _.to.G......»......-......................w.
M
c .. .._ .._... C"'^...^C'.9.�,`,.^.'. ^-"_'^.. to ::J.:'.`."..^..:: �' w^...':^..:'t�."--».::1"`-'^.^..`..^..t:.^.'v .:.^.'"...'^...C.;'Y. _•."..JSs^ :, i>�.. ^.:.'
".S w .... .. ..i-... .. .. „3-. -.. .. _......:....w.,....._:.-..._....: .._.. .._.._... ............ ...... ..•. ....., w:... .-. w : ._ 5',......_w .... _....... ...... ww_ .. _.w. .. G ... . _w....-ate t^ ..-. .w........<.:v
n r ._. ..,:,.._..-_....-........... .>....- ._......_a... ... .. .. _.....r .. .J ... ..� ,....^..,,„c.«>......._..,. ....w........._.... ::�5 mm«.......C......:��Y.:.':..�.. C'....:...)`,"Y".�wf^..':
�..^..5^_-`^`.'..'M^..'ti'.>:.^._
"T � .. w w .. _ r t.. w ..... _... . ... ...... 1.. a..._v..t..a................. . ..........a......._........ _..... _............._.._...._ ..._..,... ..1.....,....... l �. «..«.�...._
.._ .w...�..,"",.... .................^..._ _«_._...wa.«.........n..w......... ,... w.w.. � .. .....n ? w_ .....
.. � _ .t».......,_..�.•.....':5....�a.l..,,__.,.. n. .... ...._............. «.._,,,,^....,,___...d.__.„,_..%...... ..:S,v.... x:^}5.-taw..«........'....................:....._. „,�
�>.."...-..3..a.. ?.««.�.:i......a+,.5>..w....'awnw,tJ.................:.._».<..... ....).. _ . �.w......� . ...... < w.._ .w... ........ ......« .... .. .>.....K. _.S.w.. _ ... .. .^e^."'_`._.,.......«'^�. ` �.^�^.',':..^"C_......v.. ,.w..,....:....... .........
w.._. .... .. ......- ......._..,_......,:...w_._....._._.__..»..,_......w..w......,._.a_n.w .......w.............. )..a.,...w_ �.,_... .... ... .w i Y...w.w..-.._._..w............»....w...........»......_....«»._..._ _,... �._':.... �..�!w ..^....^ ;^.`: ^_.w^, a :.:..« ...::.....C., _....._..r.v......w.........„...........__............•w... _...?...«.R.,.w.«...........w..........._...>" .w.._..._....,_....w.,-...: .
The current plans do not include a school in the future
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Hunkele, Dean[mailto:[e-mail]]
Sent: Monday, August 20, 2018 3:26 PM
To: Mark Hargrove
Cc: Randy Hoffer - Pluris LLC
Subject: RE: All Saints Catholic Church sewer app
Okay I have the ownership/applicant resolved.
Still need to know about the future flow
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean. [e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http:Z/deg.nc.gov/­contact/­regional-offices/­­­`wilmington
Email correspondence to andfrom this address is subject to the North Carolina Public Records Low and may be disclosed to third
,parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
1

permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
permits/peres/collection-systems-permits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Hunkele, Dean -
Sent: Monday, August 20, 2018 10:29 AM
To: 'Mark Hargrove' <[e-mail]>; '[e-mail]' <[e-mail]>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>
Subject: All Saints Catholic Church sewer app
Importance: High
Mark,
I can't find the church listed with the NC Sec of State — there is one shown as being created in 2-2018, but it lists it as
apparently being located in Hamlet NC.
Also, so the church plants to come forth with.a modification applicationdown the road for more flow to support the
school/classrooms? I will have to get Raleigh to sign off on the use of the water -use records as a flow reduction from
the 2T standard to grant a reduced per seat rate.
Please advise.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
http://deg.nc.gov/contact/­­­`regional-offices/wilmington
moil correspondence to and from this address is subject to the North Carolina Public Records Low and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https:Hdeg.nc.gov/about/divisions/water-resources/water-resources-
permits/peres/collection-systems-permits
2