WQ0039143_Application (FTSE)_20210304

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: '""Quo } ! ! 4J
- _ ... __ _ (to bccomplocd by DWttl y
All items mast be cum nleted or the analication will be returned
I. APPLICANT INFORMATION.
1. Applicant's name: I lesia Nueva Jerusalen (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
® Corporation ❑General Partnership ❑Privately-Otvned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name. Juan Carlos Morales per 15A N AC 0?T .0- - i 06rb)
Title: De eloper
4. Applicant's mailing address: 1303 Claymore Drive NC Dept of Environmental Quality
City: Gamer State: NC Zip: 27529- M
5. Applicant's contact information: MAR -4 2021
Phone number: 9l9 330-7072 Email Address: bautista'.80 live.com
Raleigh Regional Office
II. PROJECT INFORMATION:
I . Project name: ISlesia Nueva Jerusalen
2. Application/Project status: ❑ Proposed p (New Permit) ®Existing Permit/Project
If a modification, provide the existing permit number: WQ0039143 and issued date: Anril 17, 2017
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5236° Longitude:-78.578I
5. Parcel ID (if applicable): 162400- 5-4 27
(or Parcel 1D to closest downstream sewer)
111. CONSULTANT INFORMATION:
L Professional Engineer: Gary J. McCabe License Number: 032614
Firm: Red Line Enzineerin2, PC
Mailing address: 123 Raleigh Street
City: Fu uav-Varina State: NC Zip: 27526-_
Phone number: 9l9 779-I 851 Email Address:-mccabe rlenc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Johnston County WWTF Permit Number WOCS00060
Owner Name: Johnston Count
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0017015 Downstream (Receiving) Sewer Size: 6 inch
Svstcm Wide Collection stem pee —lit hiu�nf erfti it a l: 'ahls : WQCS00060
Owner Name(s): J hn ton County
FORM: FTA 04-I6
Page 1 of 5

V1. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes []No [OWA
2. If the Applicant is a Developer of lots to be sold, has a Deve) er's O erationall A Eonent FORM DL_V1 been attached?
❑ Yes []No ®NIA
3, If the Applicant is a I [or�tie_Prnl�x!.rt�. Q}vgers' Association, huw an Ott rational Freemen" t; FO[iM: HOA}been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparatiomservice ❑ Hotel and/or Motels
❑ School preschool e' day care ❑ Medical 'dental.: veterinary facilities ❑ Swimming Pool : Clubhouse
❑ Food and drink facilities ® Church
❑ Businesses r offices El swimming Pool/Filter Backwash
ces J factories
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °/o Domestic,'Commercial _ % Commercial
% Industrial (See I SA NCAC.0>T .Oil! , )
.Is there a Pretreatment Program in effect? [:]Yes ❑ No
6. Has a flow reduction been approved under 15A N.C'AC 0 T _01 14( ? 0 Yes ® No
)+ If yes, provide a co of now reduction aRproval letter
7. Summarize wastewater generated by project:
Establishment Type (see 0 AI tdt y
Church Wout kitchen, daycare or camps
Daily Design Flow'.b INo. of Units Flow
3 gal/seat
gall
gal/
gal/
gap
gal/
180
Total
540 GPD
GPD
GPD
GPD
GPD
GPD
540 GPD
a See . A N Ati 42T_,01 I-1(t)LO),e)t 1) d a 1_21 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 Gam% 42_ A-d ,
b Per 15A NCAC 02T .01 I4(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 540 GPD (per i5A NCA( 02 r.01.14)
D 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-I6
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - U2T .f1,115 & tiIDC j ravity S4�wersl:
1, Summarize gravity sewer to be permitted:
> Section ❑ & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) --02T.03tIS & MDC (Pum p Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
f , Pump station number or name: Iglesia Nueva Jerusalen PS
2_ Approximate Coordinates (Decimal Degrees): Latitude: 35.5241Longitude; -78. 781
3_ Design flow of the pump station: 0.0000540 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 5¢ gallons per minute at 39 feet total dynamic head (TDH)
5_ Summarize the force main to be permitted (for this Pump Station):
Size {inches) TLength (feet) Material
265 PVC
6. Power reliability in accordance with I iA NCAf�02i .0__.. 305ih&D:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13)_
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(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
D 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- f 6
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 &. 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in f A NCAC 021- .0305jtJ2K_w ®Yes ❑ No
3 SA. NCAC 02T.030S(LIJ contains alternatives where separations in 03T�030;�tl cannot be achieved.
"Stream classifications can be identified using the Division's N(. Surface Water Classifications �reb a �e
D If noncompliance with 02T.005 or }, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes
Seethe Division's draft separation requirements for situations where separation cannot be meet ❑ No ❑ NSA
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 0213.0200? ® Yes ❑ No ❑NSA
This would include Trout Buffered Streams per fA AC ZB.p� 3
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer P i tine Branch
5. Does project comply with 15A Nt.AC 0,.)T.O O...i 5(cX6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02 T' OIO�fc" r{6i, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15 A NCAC 02'f .0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
Positioned parallel to streambanks that is subject to erosion that underm ines or deteriorates the sewer.
❑ Yes ®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 he 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 permilee's individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permithne of Pump titatioas
and force Mains S latest version), and the Qfavil _SewerMinim m Design Criteria 1Lteaversio as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Aipproval of the request is re aired prior to submittal of the Fast Track Anylication and supporting documents.
Professional ?�ZEngineer' ertificati
I' ` _ _ attest that this application for
(Prof io Eng neer's name from Application Item III.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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-2I5.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Cla7l
demeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
..........
_
North Carolina Professional Engineer's seal, signature, and date:
a SEAL
032614 f
J
MCC
3. Applicant's Certification 7' " l� tt
Pp per !SA NCAC 02T A106(b)�
I' attest that this application for
(Signature Authority's name & title ram Application Item 13.) _
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as 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. 1 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 .143-215.6i3, 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 S25,000 per violation.
Signatures Date: 0
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of I5A NCAC_021 and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering ractices.
While no upfront engineering design documents are required for submittal, in accordance with I5A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 021' .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in GJ'A NCAA 02 F"0303.
Projects not eligible for review via the Fast track process (must be submitted for full technical review):
D Projects that require an environmental assessment in accordance with 15A NCAC IC .0100;
%- Projects that do not meet any part of the minimum design criteria (MDC) document;
> Projects that involve a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Vacuum sewer systems.
General— When submitting an application, please use the following instructions as a checklist 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 necessitate additional
processing and review time, and may 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 Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
%- Be specific as to the system type, number of homes served, flow allocation required, etc.
D If necessary for clarity, include attachments to the application forth.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of S490.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Sec�1 Late.
❑ 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.
® The Project Name in Item H. I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En ineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .01U6tbj.
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-I6) (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.
Z 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 G.S_ 143-
215.67(a). -�
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters,
Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, Flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
Per I SA NCAC 02T,0305th 1 ti, submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
D 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
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (Ali Application Packages for Privately -Owned Public Utilities):
pll? Per 13A NCAC 02T .01 I5 a l provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission 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 Carol:na Utilities Commission's Water and Sewer Division Public Staff 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.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
1401 Home/Pro a Owners' Associations
0 Per 15A NCAC 02T .01 I Lc), submit the properly executed OEerational Agereement (FORM: HOAR.
❑ Per I5A NCAC 02T .01 f 5(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
0 Per 15A NCAC 02T .01 I5(b), submit the properly executed Operational Agreement FORM: DEVi.
For more information, visit the Division's collection systems wehsile
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING
MATERIALS,
INFORMATION AND
SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
Water guality Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Re ional Office
Water Quality Section
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Ralei h Re tonal Office
Water quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Chatham, Durham, Edgecombe, Franklin,
[phone]
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Re tonal Office
Water Quality Section
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
Water QualitySection
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Brunswick, Carteret, Columbus, Duplin, New
[phone]
Hanover, Onslow, Pender
[phone] Fax
Winston-Salem Regional Office
Water Quality Section
450 W. Hanes Mill Road
Suite 300
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 a SUPPORTING DOCUMENTATION Page 3 of 3

AA
State of North Carolina
Department of Environmental Quality
Division of Water Resources
fiNklon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: In lesia Nueva Jerusalem
More than one FTSE may be required 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.
a. WWTP Facility Name: Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: WQS00060, NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 1.34144
e. WWTP facility's actual avg. flow 5.9306
f. Total flow for this specific request 0.00054
g. Total actual and obligated flows to the facility 7.2720
h. Percent of permitted flow used 76.5
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Statmn Firm Flow* * Current Avg, Tributary Flow Plus
(Name or Capacity, * (Firm - po, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
McGees 0.2592 0.1037 0.03063 0.00054 0.03117 0.07251
Landfill 1.9296 1.9296 0.6240 0.6497 1.2737 0.6559
* 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 (pi) 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): 319 Commerical Park FM
Downstream Permit Number: WQ0017015
Page 1 of 6

III. Certification Statement:
I Chandra C. Coats, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Oj icial Signature Date
Page 2 of 6

February 15, 2021
Mr. Jason T_ Robinson, PE
NCDEQ Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh. North Carolina 27699-1628
RE: Iglesia Nueva Jerusalen
FTA Permit Modification - WQ0039143
Dear Jason.
FROEDLINEENGME11111
NC Dept of Environmental Quality
MAR - 4 2021
Raleigh Regional Office
I hope this letter finds you well. Per our email and phone correspondence regarding the Iglesia
Nueva Jerusalen Church Pump Station & Forcemain (WQ0039143), enclosed is a Fast -Track
permit modification application and supporting documentation, As discussed, the original
design of the system called for a duplex pump station, valve vault, gravity sewer extension and
stand-by generator. As discussed, because this pumps station serves a single building and has
a design flow less than 600 gpd, a simplex pump station is allowable with 24 hours of storage.
It should be noted that the church has not lost power for more than a few hours in the recent 3
years. As such, only 24 hours of storage volume is required. The 1,500 gallon pump tank
provides approximately 920 gallons of storage above the pump on, minimum water level, As
such, the storage requirement is exceeded for this pump station_ Also per our correspondence,
the originally permit called for a 4" gravity sewer extension. However, since this line is on
private property and serves only a single building with less than 600 gpd, this is not considered
a sewer main extension The location of the pump station and length of forcemain and
connection have not changed from the original permitted plans_ I have included pump and
control panel information in this package for your records, along with the required maps and
documentation with the FTA application checklist.
Thank you for your assistance with this FTA Permit Modification Application. If you need any
further information or have any other questions, please feel free to contact me directly at
[phone] or email me at a .mccabe rlenc.com.
Have a Blessed Day,
a'J. McCabe, PE
Red Line Engineering, PC
123 Raleigh Street
Fuquay-Varina, North Carolina 27526
Office: [phone]
Mobile: [phone]
123 Raleigh Street ■ Fuquay-Varina, NC 27526 o Office: [phone] u www.rienc.com

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Robinson, Jason
From:
Gary McCabe <[e-mail]>
Sent:
Friday, October 30, 2020 5:16 PM
To:
Robinson, Jason
Cc:
Cashion, Ted
Subject:
[External] Re: Re: Iglesia Nueva Jerusalen
External email. Do not click links or open attachments unless you verify. Fend all suspicious email a� arl attachment to
5 a rrt,F;oy
Excellent. Thank you Jason. Have a great weekend!
Have a Blessed Day,
Gar .7. McCabe
P.E.
123 Raleigh Street
Fuquay-Varina, North Carolina 27526
Office: [phone]
Mobile: [phone]
On Fri, Oct 30, 2020 at 4:39 PM Robinson, Jason <jason.t.robinson c ncdcnr.gav> wrote:
Thanks Gary,
The pump station would need to meet the 15A NCAC 02T Rules (revised Sept 2018) and the Division's PS/FM Minimum
Design Criteria: both found here: (link)
If the pump station is only serving one building, and the design flow for the project is less than 600, then a simplex
pump maybe used. And simplex pump doesn't require a standby generator. But 24 hour storage, or storage for the
longest power outage in the last three years, whichever is greater (I think a 1,500 gallon pump tank should be able to
handle that). In order to utilize a 2" forcemain, the pump will have to be a grinder pump.

From: Gary McCabe [mailto: a .mccabe rlenc.com]
Sent: Thursday, October 29, 2020 4:29 PM
To: Robinson, Jason <'a� [e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>
Subject: [External] Re: lglesia Nueva Jerusalen
r,v l:xterna} eriia}I, Do not click links or open attachments udiess you verify. Send all suspicious em as an attachme nt o "1
r-ems a' nc,�nv
Jason,
Sorry for the delay, Since I didn't originally design or permit the project, I wanted to
get your question answered from the GC rather than venture a guess.
NO the new 4" line only services the new sanctuary building. The existing building does
NOT tie onto the new system. The existing building already has an onsite septic system
that will remain. It is my understanding that, eventually, the existing building with
vinyl siding will be demolished and removed.
Hope this helps. Thanks for looking into this for me.
Have a Blessed Day,
Gary J. McCabe, P.E.
123 Raleigh Street
3

4
your requests by phone or email. We appreciate your patience as we continue to serve the public during this
challenging time.
From: Gary McCabe [mailto:[e-mail]
Sent: Monday, October 19, 2020 8:31 AM
To: Robinson, Jason <jason.t.robinson@ncdenrsov>
Subject: [External] Iglesia Nueva Jerusalen
nolr
External email. Do not click link, or open attachments unless yd.0 verify. Send all suspicious entail as anattachment to
rfl nc. u
Jason,
I hope you are well sir. I am helping out a friend on this project. They are the septic
system/pump station installer on the Iglesia Nueva Jerusalen Church. The permit docs
and plans are attached. They were designed by Larry Anderson, PE back in 2016. Mr.
Anderson appears to have designed and permitted a duplex municipal grade pump
station, which is fine. However, it is a bit out of reach for the church cost -wise. After
looking at the plans and calcs, it appears that the church only has a design flow of 540
gpd, which is below the typical threshold for duplex pump stations and many of the
selected pump station features.
The church needs to make some value -engineering changes, such as the following:
1. Install 1,500 gallon pump tank instead of wet well
2. Install single Zoeller or Meyers pump instead of duplex ABS Piranha pumps
3. Eliminate backup generator
4. Install control panel for the selected pump instead of panel specified
5. Substitute 2" sch 80 PVC piping in the wet well instead of DIP (2" DIP doesn't exist)
It is my understanding that the church has contacted Mr. Anderson and he is not
interested in participating in the value -engineering or redesign of the pump station and
forcemain. As such, I have been asked to help out. Given the low flow, the requested

Robinson, Jason
From: Gary McCabe <[e-mail]>
Sent: Friday, October 30, 2020 5:16 PM
To: Robinson, Jason
Cc: Cashion, Ted
Subject: [External] Re: Re: Iglesia Nueva Jerusalen
External email. Do not -click links or open attachments unless you verify. Send allsu"spicious email as.an attachment to
Excellent. Thank you Jason. Have a great weekend]
Have a Blessed Day,
u_ary i, mcca
P.E.
123 Raleigh Street
Fuquay-Varina, North Carolina 27S26
Office: [phone].
Mobile: [phone]
On Fri, Oct 30, 2020 at 4:39 PM Robinson, Jason <jason.t.robinson a ncdenneov> wrote:
Thanks Gary,
The pump station would need to meet the 15A NCAC 02T Rules (revised Sept 2018) and the Division's PS/FM Minimum
Design Criteria: both found here: (link)
If the pump station is only serving one building, and the design flow for the project is less than 600, then a simplex
pump may be used. And simplex pump doesn't require a standby generator. But 24 hour storage, or storage for the
longest power outage in the last three years, whichever is greater (I think a 1,500 gallon pump tank should be able to
handle that). In order to utilize a 2" forcemain, the pump will have to be a grinder pump.
t

From: Gary McCabe [mailto:[e-mail]
Sent: Thursday, October 29, 2020 4:29 PM
To: Robinson, Jason <[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: [External] Re: Iglesia Nueva Jerusalen
External. email. Do nW click links or open attachments unless you verify. Send all suspicious email as an attachment to
Jason,
Sorry for the delay, Since I didn't originally design or permit the project, I wanted to
get your question answered from the GC rather than venture a guess.
NO the new 4" line only services the new sanctuary building. The existing building does
NOT tie onto the new system. The existing building already has an onsite septic system
that will remain. It is my understanding that, eventually, the existing building with
vinyl siding will be demolished and removed.
Hope this helps. Thanks for looking into this for me.
Have a Blessed Day,
Gary J. McCabe, P.E.
123 Raleigh Street

your requests by phone or email. We appreciate your patience as we continue to serve the public during this
challenging time.
From: Gary McCabe [mailto: a .mccabe rlenc.com]
Sent: Monday, October 19, 2020 8:31 AM
To: Robinson, Jason <[e-mail]>
Subject: [External] Iglesia Nueva Jerusalen
txternal emaii. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
FL12 0A-5Parn2nya_
Jason,
I hope you are well sir. I am helping out a friend on this project. They are the septic
system/pump station installer on the Iglesia Nueva Jerusalem Church. The permit docs
and plans are attached. They were designed by Larry Anderson, PE back in 2016. Mr.
Anderson appears to have designed and permitted a duplex municipal grade pump
station, which is fine. However, it is a bit out of reach for the church cost -wise. After
looking at the plans and calcs, it appears that the church only has a design flow of 540
gpd, which is below the typical threshold for duplex pump stations and many of the
selected pump station features.
The church needs to make some value -engineering changes, such as the following:
1. Install 1,500 gallon pump tank instead of wet well
2. Install single Zoeller or Meyers pump instead of duplex ABS Piranha pumps
3. Eliminate backup generator
4. Install control panel for the selected pump instead of panel specified
5. Substitute 2" sch 80 PVC piping in the wet well instead of DIP (2" DIP doesn't exist)
It is my understanding that the church has contacted Mr. Anderson and he is not
interested in participating in the value -engineering or redesign of the pump station and
forcemain. As such, I have been asked to help out. Given the low flow, the requested
5