WQ0041317_Application (FTSE)_20191120

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, AVM(ta be completed by DWR)
All items must be com leted or the auplication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: S rin gfield Ba tist Church (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
® Corporation ❑General Partnership ❑Privately -Owned Public Utility
❑ Federal ❑ State"County ❑ Municipal ❑ Other
3. Signature authority's name: Kenneth Smith per I SA NCAC 02T .0106(b)
Title: Facilities Mana er
4. Applicant's mailing address: 4309 Auburn Knightdale Road
City: Raleigh State: NC Zip: 27610-
5. Applicant's contact inibrmation:
Phone number: [phone] Email Address; facilitiesm r a s rin ,fieldha tistchurch.com
II. PROJECT INFORMATION:
I . Project name: *pringfield Baptist Church Water & Sewer Connection
2. Application/Project status;
® Proposed (New Permit) ❑Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of master plan, provide the existing permit number: W000
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6984 Longitude:-78.5418
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christonher A. Lewis License Number: 041421
Firm: FILM Engineering, Inc
Mailing address: PO Box 91727
City: Raleigh State: NC Zip: 27675-
Phone number: (919 R02-7146 Email Address: ciewis a Flmen ineerin g.com
,)
IV. WASTEWATER TREATNIENT FACILITY(WWTF) INFORi41ATION:
1. Facility Name: Neuse River Resource Recovery Facility NRRRF Permit Number. NCO029033
Owner Name: City of Raleieh
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQCity.of Raleigh {S 43691 Downstream (Receiving) Sewer Size: 8 inch
Svstem Wide Collection Svstem Permit Numher s (if a Iicahle : WQCS00002
Owner Name(s): City of Raleigh Public Utilities
FORM: FTA 04-16
Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a CertiFicate of Public Convenience and Necessity been attached?
❑ Yes ®No ❑N::A
2. 1f the Applicant is a Developer of lots to be sold, has a Developer's Oner;rtional A =reement FORM; D" EV} been attached?
❑ Yes ®No ❑N A
3. If the Applicant is a Home Pronert% Owners' Association_ has an Operational A r{ementIFORM-.H( A} been attached?
❑ Yes ®No ❑N A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation:Service El Hotel andeor Motels
❑ School : preschool ' day care ❑ Medical : dental veterinaryfacilities ❑ Swimming PoollClubhouse
❑ Food and drink ❑ facilities ® Church
El Swimming Pool�Filter Backwash
: Businessesoffices factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 1000 °o Domestic'Commercial % Commercial
_I % Industrial (See !.SA NCAC' 02T .0 Mg9j)
sis there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under IJA NCAC 02T .01 140)? []Yes ®No
If Yes, grovide a ca of flow reduction a roval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Church
Daily Design Flow d.b
8150 gall
gall
gall
gall
gall
gal/
No. of Units
Flow
GPD
GPD
GPD
GPD
GPD
Tolal
8 150 G PD
See 1 SA NCAC 02T..0I I4(b), td• {elt I }and te(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-44).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA NCAC 0?T.01 14 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 8150 GPD (per 1,LA NCAC mT.01 14)
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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gruvity Sewers);
I. Summarize gravity sewer to be permitted:
Section li & 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 .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Pump Station 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.6969 Longitude:-78.5407
3. Design flow of the pump station. .02849 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s). 29.44 gallons per minute at 60.80 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2"
1598
SCH40 PVC
2"
52
SDR9 HDPE
6. Power reliability in accordance with .1.5A NCAC 02T .0305(h)f I }:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B);
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily 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.
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 Passe 3 of

IX, SETBACKS & SEPARATIONS - (02B .0200 &: 15A NCAC 02T .0305(f)):
I . Does the project comply with all separations found in 15A NCAC OAT -�3�tL I
15A NCAC 0.2T.0305(f) contains minimum separations that shall be rovided for
Setback Parameter*
Storm sewers and other utilities not listed below {vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains {horizontal)
_ 1:. (.'Prtirhl - reclaimed over sewer)
Reclaimed water lines (horizonta! -reclaimed over sewer)
supply source, including any wells, WS-I waters of Class I or
"Any private or public water
Class 1! im ounded reservoirs used as a source of drinking water W or 5B from normal
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, lIQ
water (or tide elevation) and wetlands see item lX.2)
high
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Anv building foundation
cuts of 2 feet or more vertical
and
s
[Dyes ❑ No
s:
iration Re uired
24 inches
18 inches
10 feet
18 inches
2 feet
! 00 feet
SO feet 7�1
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
16 inches
Final earth grade vertical)
ILA TLCAC U2T.045 containdentified using he Divpsions altematives where's NC Sons in nrfa�e Water Class ficationscannot be Q ebe
**Stream classifications can be i
i If noncompliance with 0_2T.0305J0_11 , see Section X of this application
I with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ N.'A
2 Does the project com p y
"r i See the Division'srequired draftalternative rints for situations iz n
on cannot be meet
No variance is f the desgn criteria specified s utilized in design and construction
i As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules perI SA NCAC 03B .0200? ®Yes ❑ No ❑ N A
This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage authorization under a 404 Nationwide or
❑ Yes [ENo
individual permits or 401 Water Quality Certifications?
r Information can be obtained from the !}O .Bk]- fer Permi"In Br nc
15A NCAC 02T_0 Oc 6� (additional permits?certifications)? ® Yes El No
5. Does project comply withprepared. have
Per 15A 02.16
NCAC T,O105 . directly related enviranm etalP c contingent oncertificationrmits or ssapplications
issuance debeing
pendent permits (erosion and
been applied for, or have been obtained. issuance of thispt i
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.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 undermines 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).
Nigh priority lines shall be inspected by the permittee its feces resindntativevidual at least once System -Wide er Collection perms ;nd inspections
documented per 15A NCAC 02T.0403(a)(5) or the per
Page 4 of 5
FORM: FTA 04-16

X. CERTIFICATIONS: _
1, Does the submitted system comply with I �A '. ' the �1i�i��r urn Db'�� " tJ�a f�'r tie �c�"n�" �� 1'ursr Suitiun�
ad Farce titafns latest vc�ogL and the Cirav ewer �linirnum Design C riteria latest versionl as applicable?
— --- ®Yes [] Na
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents far
review. AGREIRvai of the nest is re uired rior to submittal of the Fast Track A 31,licatiols and su ortin documents.
2, Professional Engineer's Certification
arrest that this application for
- (Professional Engineer's name from Application Item III.I-)
has been reviewed ti m, and is accurate, othe supportingpomplete ocumentation to the best of my knowledge. t with the information supplied
further attest that to thebest
engineering calculations, and allared in accordance with the applicable regulations, Gravity Sewer
of my knowledge the proposed design has been prep Criteria for the Fast
Minimum Design Criteritting
a for Gravity eS i � version).version), and Althoughotherhe Minimum pro ess onalsDmayghave developed certain portions of this
of Pump Stations and Force Main
submittal package, inclusion of these materials under my signature and seat signifies that 1 have reviewed this material an
have judged it to be consistent with the proposed design -
NOTE In accordance with General Statutes 143-215 6A and 143-215.613, any person who knowingly makes any false
, or certification in any application Package shall be guilty of a Class 2 misdemeanor, which may
statement, representation
include a fine not to exceed g 10,000, as well as civil penalties up to $?5,000 per violation. `rs t
HC
Vorth Carolina Professional Engineer's seal, signature, and date:
3 Applicant's Certification per 15A NCAC 02T .0106(b)
attest that this application for
1, irENN F-TM !;m Ril Application Item 1.3.)
(Signature Authority's name &. title from
e.
erstand that
uired pans
has been reviewed by me and is accurate and completeuired supporting documentation land dattachments if
not included, ncl ded, is
this application are not completed and that if req
application package is subject to being he lan returned results nl an immediate enforcemen tactontntthat may wastewater
civil pens nOn-
alties,
es,
discharge system to surface waters or
injunctive relief, and/or criminal prosecution. L will make no claim against the Division of Water Resources should a condition
of this permit be violated. l 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 resumed to me as
incomplete.
l43� 215�6A and 1:1.. 5 G6, any Person who knowingly makes which may
any false
NOTE — In accordance with General Statutes
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor- whic
include a fine not to exceed S 10,000 as well as civil penalties up to S25,000 per violation-
Date;_ -
Signature:
Page 5 of 5
FORM; FTA 04-16

NC Dept of Environmental Quality
NOV 2 0 2019 State of North Carolina
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Division of Water tie sottrcv.� Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: S rin field Ba tist Church
Project Name for which flow is being requested: Springfield Baptist Church
More than one ME may be requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flaw.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Neuse River Resource Recovery Facility
b. WWTP Facility Permit T NCO029033
All floors are in MGD
c. WWTP facility's permitted flow 75.0
d. Estimated obligated flow not yet tributary to the WWTP 6.063
e. WWTP facility's actual avg. flow 49.90
f. Total flow for this specific request 0.02849
g. Total actual and obligated flows to the facility 55.991
h. Percent of permitted flow used 74.66%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
station
Firm
Flow**
(Name or
Capacity, *
(Firm / pf),
Number)
MGD
MGD
PS 117
0.586
0.2344
(B)
(C)
(D)=(B+C)
(E)-(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Pius
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0
0.0989
0.0989
0.1355
* 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): City of Ralei h Public Utilities
Downstream Permit Number: W CS00002
Page I of 6
FTSE 04-16

III. Certification Statement:
I Jonathan W. Ham, 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.
Sign' .61cial Signature Date
Page 2 of 6
FTSE 04-16

FLMENGiNEERING
November 13. 2017 NC Dept of Environmental Quality
NCDEQ NOV 2 9 20
Division of Water Resources
1627 Mail Service Center Raleigh Regional Ufce
Raleigh, NC 27699-1636
Reference: Springfield Baptist Church
Private Grinder Lift Station and Private Force Main
To Whom It May Concern,
This letter is to accompany the submittal package for the Springfield Baptist Church Private
Grinder Lift Station and Private Force Main application form SSEA 04-16.
Springfield Baptist Church, located at 4309 Auburn Knightdale Road, in Raleigh is currently
working through a site expansion by adding a new family life center behind their existing
sanctuary_ Currently„ the church utilizes a septic field for sewer, and the approved construction
plans for the proposed family life center require an expansion of that septic field.
The leaders of Springfield Baptist Church were informed a few months ago that the John R
McAdams company was developing permit plans for a new subdivision, called "Auburn Village",
across the street from their church. That subdivision contains a proposed gravity sewer network,
which will drain to a proposed public lift station that will be owned/maintained by the City of
Raleigh.
The church successfully entered negotiations with the developers of the proposed Auburn Village
to extend a proposed sewer manhole across the street from their property, and as such, FLM
Engineering has been tasked to develop a design which replaces the Church's existing septic
field with a private lift station that will send the Church's existing and proposed effluent to an
interceptor manhole near the proposed Auburn Village system_ All flow from the existing and new
expansion will connect to the public sewer; however, a design provision has been made to allow
the existing building to operate on their existing septic field until the new church lift station has
been put online. FLM Engineering utilized the same flows that were previously permitted for both
the existing church and for the new building expansion. The existing church has a permitted flow
of 1,380 GPD, while the new building was authorized by Wake County for septic at a flow of 6,770
GPD. The combined total of 8,150 GPD was utilized in the lift station design.
Additionally, the proposed private force main will cross under Auburn Knightdale road; however.
the church owns the property on both sides of the crossing In addition, FLM Engineering has
been given preliminary approval for the crossing by the North Carolina Department of
Transportation_
It is FLM Engineering's understanding that John R. McAdams has submitted the plans for the
subdivision to the City of Raleigh; however, we are unsure where those plans are in the permitting
Process and as such FLM Engineering cannot provide the flow tracking acceptance or
downstream evaluation until the proposed Auburn Village subdivision has been permitted by the
2017 FLM Engineering, Inc. Page 1 of 2 November 13, 2017
PC Box 91727. Raleigh. NC 27675 p 1919.6101051

City of Raleigh_ FLM Engineering understands that the proposed Auburn Village subdivision lift
station should be completed by summer of next year.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis, PE
Principal
919.802.7146
clewis@flmengineering, com
0 2017 FILM Engineering, Inc. Page 2 of 2 November 13. 2017

FLMENGINEERING
November 18, 2019
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Springfield Baptist Church
Private Grinder Lift Station and Private Force Main
To Whom It May Concern:
NC Dept o pEn vlroh
mental puality
NO 2 0 2O1g
�alc�gl� Rcgiona
14ff�ce
This letter is to accompany the submittal package for the Springfield Baptist Church Private
Grinder Lift Station and Private Force Main application form FTA 04-16.
Springfield Baptist Church, located at 4309 Auburn Knightdale Road, in Raleigh is currently
working through a site expansion by adding a new family life center behind their existing
sanctuary. Currently, the church utilizes a septic field for sewer, and the approved construction
plans for the proposed family life center require an expansion of that septic field.
The leaders of Springfield Baptist Church were informed in 2017 that the John R. McAdams
company was developing permit plans for a new subdivision, called "Auburn Village", across the
street from their church. That subdivision contains a proposed gravity sewer network, which will
drain to a proposed public lift station that will be owned/maintained by the City of Raleigh,
The church successfully entered negotiations with the developers of the proposed Auburn Village
to extend a proposed sewer manhole across the street from their property, and as such, FLM
Engineering has been tasked to develop a design which replaces the Church's existing septic
field with a private lift station that will send the Church's existing and proposed effluent to an
interceptor manhole near the proposed Auburn Village system, All flow from the existing and new
expansion will connect to the public sewer; however, a design provision has been made to allow
the existing building to operate on their existing septic field until the new church lift station has
been put online_ FLM Engineering utilized the same flows that were previously permitted for both
the existing church and for the new building expansion. The existing church has a permitted flow
of 1,380 GPD, while the new building was authorized by Wake County for septic at a flow of 6,770
GPD, The combined total of 8,150 GPD was utilized in the lift station design.
It is FLM Engineering's understanding that John R. McAdams has completed as -built plans for
the portion of the Auburn Village subdivision which contains the required sewer manhole across
from the church and has submitted those plans to the City of Raleigh. The as-builts have been
reviewed and the system has been accepted by the City of Raleigh.
The water and sewer construction plan set that FLM Engineering has developed for Springfield
Baptist propose a short gravity sewer outfall (interceptor manhole and single leg of 8" gravity
sewer pipe) to connect to the Auburn Village system. The gravity sewer is being permitted with
the City of Raleigh as a public facility to be owned and maintained by the City of Raleigh. The
proposed pump station and force main shall remain private and shall be maintained by Springfield
Baptist Church,
0 2017 FLM Engineering, Inc, Page 1 of 2 November 18, 2019
PO Box 91727, Raleigh, NC 27675 p 1919.610 1051

As such, this permit request pertains to the private sewer system (pump station and force main),
A duplex grinder station and approximately 1,598 feet of 2" SCH40 PVC and 52 feet of 2" SDR9
HDPE pipe will comprise the force main. The force main will tie into the proposed City of Raleigh
sanitary sewer interceptor manhole within the right of way, north of Auburn Knightdale Road and
then discharged into the Auburn Village gravity sewer system through the proposed short outfall.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis, PE
Principal
919, 802.7146
[e-mail]
2019 FLM Engineering, Inc. Page 2 of 2 November 18, 2019

IL
NC Dept of Environmental Quality
FLMENGINEER
�Y9 zoo
November 13, 2017 Raleigh Regional Office
ci
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Springfield Baptist Church
P
Dim@pmi
d
NOV 16 2017
FFi2
RE S
rivate Grinder Lift Station and Private Force Main
To Whom It May Concern:
This letter is to accompany the submittal package for the Springfield Baptist Church Private
Grinder Lift Station and Private Force Main application form SSEA 04-16.
Springfield Baptist Church, located at 4309 Auburn Knightdale Road, in Raleigh is currently
working through a site expansion by adding a new family life center behind their existing
sanctuary. Currently, the church utilizes a septic field for sewer, and the approved construction
plans for the proposed family life center require an expansion of that septic field.
The leaders of Springfield Baptist Church were informed a few months ago that the John R.
McAdams company was developing permit plans for a new subdivision, called "Auburn Village",
across the street from their church. That subdivision contains a proposed gravity sewer network,
which will drain to a proposed public lift station that will be owned/maintained by the City of
Raleigh_
The church successfully entered negotiations with the developers of the proposed Auburn Village
to extend a proposed sewer manhole across the street from their property, and as such, FLM
Engineering has been tasked to develop a design which replaces the Church's existing septic
field with a private lift station that will send the Church's existing and proposed effluent to an
interceptor manhole near the proposed Auburn Village system, All flow from the existing and new
expansion will connect to the public sewer; however, a design provision has been made to allow
the existing building to operate on their existing septic field until the new church lift station has
been put online, FLM Engineering utilized the same flows that were previously permitted for both
the existing church and for the new building expansion. The existing church has a permitted flow
of 1,380 GPD, while the new building was authorized by Wake County for septic at a flow of 6,770
GPD_ The combined total of 8,150 GPD was utilized in the lift station design.
Additionally, the proposed private force main will cross under Auburn Knightdale road; however,
the church owns the property on both sides of the crossing. In addition, FLM Engineering has
been given preliminary approval for the crossing by the North Carolina Department of
Transportation.
it is FLM Engineering's understanding that John R. McAdams has submitted the plans for the
subdivision to the City of Raleigh; however, we are unsure where those plans are in the permitting
process and as such FLM Engineering cannot provide the flow tracking acceptance or
downstream evaluation until the proposed Auburn Village subdivision has been permitted by the
2017 FLM Engineering, Inc. Page 1 of 2 November 13, 2017
PO Box 91727, Raleigh, NC 27675 p 1919 610 1051

. 6%
City of Raleigh_ FILM Engineering understands that the proposed Auburn Village subdivision lift
station should be completed by summer of next year.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis. PE
Principal
919.802.7146
[e-mail]
@ 2017 FLM Engineering, Inc Page 2 of 2 November 13, 2017

PUMP STATION & FORCE MAIN
ENGINEER'S REPORT
FOR
SPRINGFIELD BAPTIST CHURCH
WAKE COUNTY, NC
November 15, 2019
Dept of Environmental Quaiit3
NOV 2 0 2019
Raleigh Regional Office
PREPARED BY:
FLM Engineering, Inc.
PO Box 91727
Raleigh, NC 27675
919.423.8975
NC License No. C-4222
RLt4
ENGINEERING

1.0
-4
10
3.1
3.2
3-3
4.0
Table of Contents
Introduction 1
DesignCriWa............................................................. .......,,..,,....,,........._.........,--....----.. 1
Pump Station► & Force Main Analysis........................................,,................................ 3
PumpDesign ....... . ........................................- ................ •.................................. 3
WetWell Design...........................,,....,,....,,,.,..................................., - ....... ...... 4
ForceMain Design,,,, ............... .................,,,,,....,,,,,,...............,,..........-- ............ 4
Limitations........................................................................................................ ......
Figure 1 Site Location Map
Figures
Appendices
Appendix A
Flow Rate and Friction Loss Calculations
Appendix B
System and Performance Curves
Appendix C
Pump Technical Specifications
Appendix D
Pump Station Calculations
Appendix E
Wet Well Buoyancy Calculations
© 2017 FILM engineering, Inc Page ii of H November 13, 2017

1.0 Introduction
Springfield Baptist Church is currently constructing a family life center on its campus at 4309
Auburn Knightdale Road (NCSR 2555) in Wake County, North Carolina. An onsite septic system
is currently permitted for the church campus, and family life center expansion; however, a
proposed development across the street aims to expand the City of Raleigh's public sanitary
sewer system, allowing the Church to connect to the public system. The site (Wake County PIN
1730-68-6666) comprises approximately 45.91 acres as shown in Figure 1. This report details the
gravity sewer outfall, pump station and force main design for the project. The gravity sewer outfall,
pump station and force main construction plans are being prepared by FLM Engineering, Inc.
Construction plans for the family life center were prepared by the Neikirk Engineering, LLC.
Figure 1 — Site Location Map
USGS "Garner" NC 7.5' Quadrangle Map Excerpt
U 2019 FLM Engineering, Inc Page 1 of 5 November 15, 2019

2.0 Design Criteria
The proposed gravity sewer outfall, pump station and associated force main have been designed
per the standards set forth by the City of Raleigh and the North Carolina Department of
Environmental Quality (NCDEQ). The proposed gravity sewer outfall is being permitted as a
public facility to be maintained by the City of Raleigh. The proposed pump station and force main
shall remain private and shall be maintained by Springfield Baptist Church.
The sewer system (gravity sewer outfall, pump station and force main) is being permitted to serve
the Church only. The daily wastewater flows were obtained from the existing septic permits issue
by Wake County Environmental Services. The existing church was permitted at 1,380 gallons per
day (GPD), permitted on May 14, 2001, while the new activity center facility is permitted at 6,770
gallons per day (GPD), permitted on June 3, 2016.
Combining the two permitted flows, the daily wastewater flow for the church shall be 8,150 gallons
per day (GPD). Based on a peaking factor of 3.50 (2,594 seats at 1 person/seat), the required
daily flow for the pump station was calculated to be 19.8 gallons per minute (GPM).
The total dynamic head was calculated to be 37,5 feet (16,0 feet static head, 21.5 feet of minor &
friction losses)_
The proposed gravity sewer outfall, pump station and force main shall be constructed by a third
party licensed and approved by the state of North Carolina.
3.0 Gravity Sewer Outfall
3.1 Gravity Sewer Design
The proposed gravity sewer outfall was designed to accommodate the wastewater flow generated
by the church, and is only comprised of an interceptor manhole and 107 LF of 8" CL350 DIP. The
outfall required for the interceptor manhole is shown on construction plans. The gravity sewer
outfall shall be permitted with the City of Raleigh and is not part of this permit application request.
© 2019 FILM Engineering. Inc Page 2 of 5 November 15. 2019

4.0 Pump Station & Force Main Analysis
The proposed pump station will be located on the eastern side of the new family life center.
Effluent from the existing church building and the family life center will discharge into the proposed
5 feet diameter, 11 feet deep wet well.
The existing church building effluent currently discharges into an existing septic tank and existing
pump tank which pumps the effluent through a 3" septic system sewer force main to the existing
septic drain field. Until construction on the new center is completed, this existing septic system
will continue to function as designed. Once completion of the new activity center has occurred,
the existing 3" septic system sewer force main will be rerouted to the proposed pump station.
Approximately 1,598 feet of 2" SCH40 PVC and 52 feet of 2" SDR9 HDPE pipe will comprise the
proposed force main. The force main will tie into a proposed sanitary sewer interceptor manhole
within the right of way, north of Auburn Knightdale Road and then discharge into the proposed
Auburn Village subdivision gravity sewer system. Please see the proposed construction plans for
the pump station location and force main alignment.
System losses within the pump station and force main were calculated using the Hazen -Williams
formula and associated friction coefficients as outlined in NCDEQ's Minimum Design Criteria for
the Permitting of Pump Stations and Force Mains_
The required flow rate and friction loss calculations are included as Appendix A.
4.1 Pump Design
A Zoeller model 7011 reversing grinder pump was chosen for the pump station. The pump
features a standard 5.56-inch diameter impeller, 3 phase, 230 V power input, and a 2 horsepower
motor. This pump was chosen to meet the required pumping rate and head requirements.
The Zoeller model 7011 pump was designed to accommodate system flows, losses and head
The system curve for the pump was determined by adding the static head to the pipe head loss.
The operation point was then determined by evaluating the intersection of the system curve and
the pump performance curve. This yields an operation point of 29.44 GPM at 60.80 feet of head.
--D 2019 FLM Engineering, Inc_ Page 3 of 5 November 15 2019

The system and performance curves are included as Appendix B. Technical specifications of the
Zoeller model 7011 are provided in Appendix C.
4.2 Wet Well Design
The wet well shall be constructed of precast concrete and consist of the following:
• 1 — 5 ft. diameter 12 in. concrete flat top with access hatch
• 1 — 5 ft. diameter 48 in. riser
• 1 — 5 ft. diameter 72 in. extended base
Proposed float elevations, pumping volumes and cycle times are included as Appendix D. Since
design daily flow, without the peaking factor, is less than 15,000 gallons per day (GPD), a portable
power generator shall be provided for the pump station, with a manual transfer switch, portable
generator quick connection receptacle and a telemetry system with a battery backup capable of
contacting the owner when the power supply is not available. Emergency storage of
approximately 51.9 minutes shall provide enough time for authorized personnel to connect the
portable generator.
Buoyancy calculations for the wet well are included in Appendix E.
4.3 Force Main Design
The proposed force main shall be constructed of 1,598 feet of 2" SCH40 PVC and 52 feet of 2:'
SDR9 HDPE pipe, Per NCDEQ standards, a self -cleansing velocity of at least 2 feet per second
shall be provided throughout the length of the force main. The wastewater velocity occurring in
the force main shall be calculated using the continuity equation as shown below:
0.4}9Q r = kelactty (fart per second)
V _ Q pumping rare of single pump (gallons per mrnuie)
D= diameter ofpipe .segment n aluated (inches)
With the pump station operating point at 29.44 GPM and a 2" diameter pipe, the wastewater
velocity throughout the force main is calculated to be 3.01 feet per second.
V 2019 FLM Engineering, Inc. Page 4 of 5 November 15, 2019

Concrete thrust blocks shall be provided along the force main at all fittings that allow for a change
in the direction of flow. An air release valve is proposed at the highest elevation point along the
force main alignment.
5.0 Limitations
This work was performed in a manner consistent with the level of care and skill ordinarily
exercised by other members of FLM Engineering's (FLM) profession practicing in the same
locality, and under similar conditions, as of the date any services were provided. FLM's opinions
and recommendations were necessarily based on a limited number of data and observations. It
is possible that actual conditions could vary beyond the data evaluated. Therefore, FLM makes
no guarantee or warranty, express or implied, regarding any services, communications, reports,
opinions, or instruments of service provided.
© 2019 FLM Engineering, Inc Page 5 of 5 November 15, 2019

APPENDIX A
FLOW RATE & FRICTION LOSS CALCULATIONS

0
.
z
��wrw�
a
W
W
_Z
Z
W
I
J
LL

APPENDIX B
SYSTEM & PERFORMANCE CURVES

m
0
Z
mm�
9
V
WY
N
W
z
V
W
I
J
LL
a
I
N
Sol
Zinn
■■tea
ItM�F■■
1Mi YI Pam Inal

APPENDIX C
PUMP TECHNICAL SPECIFICATIONS

Your Peace of Mind is Our Top Priority;
Product information prese-ted
here reflects conditions at time'
of publication. Consult factory
regarding discrepancies or
inconsistencies.
5u6mersiWe Wastewaler
fvmp dalion
Patent No
..
6,364,620
32
28
0 24
x
U
20
J
H
0 16
`PA
8
4
0
rn
x
uU
LITERS 0
0Z27ZZ1,ffL
t at11cl fill .7-7: ►.711 J:101 #I I f" &*,M
Zoeller Family of Water Solutions
MAIL TO. P 0- 80X 16347 • Louisville KY 40256.0347
SNIP TO. 3649 Care Run Road • Louisville KY 40211-1961
M) 778-2731. 1(800) 928-PUMP• FAX f502) 774-3624
70 SERIES • MODEL 7011
PERFORMANCE DATA
2 HP Grinder Pump - Dual Seal - Reversing
SECTION: Z4.10.160
ZW624
0815
Supersedes
0311
visit our web site:
www.zoelter.com
10 15 20 25 30 35 40 45 50
40 80 120 160
FLOW PER MINUTE
Copynght 2015 Zoeller Co Al, rights reserved

s nw�lonv
eft" °' 70 SERIES • MODELS 7012-7013
MW PERFORMANCE DATA
2 HP Grinder Pump - Dual Seal - Single Direction
7012 HIGH HEAD
W 7013 HIGH FLOW
U- 1 AND 3 PHASE
1.25" NPT DISCHARGE
130
36 120
110
32
100
28 80
o 24 80
u�
x
70
20
r
60
� 16
50
124 40
30
B
21
a
10
7012 1L 1 7013
0
10 20 30 40 50 60
GALLONS
LITERS 0 40 80 120 160 200 240
FLOW PER MINUTE
Zoeller Engineered Products - 3649 Cane Run Road - Louisville, Kentucky 40211-1961 •1502) 778-2731
SWPA Data Categories Presented-- Data on this sheet supply design Information as the minimum recommended by the Submersible Wastewater Pump
Association and is dented In accordance with SWPA s Standardized Definitions for Pump and Motor Characteristics. The accuracy of the data Is the
responsibility of Zoeller Engineered Products.
I Copyright 2015 Zoeller Co All nghts reserved

APPENDIX D
PUMP STATION CALCULATIONS

FLMENGINEERING
Pump Station Calculations
Design Daily Flow 8150 gpd
5.66 gpm
Design Flow' Peaking 19.81 gpm
Factor -
Use. 1 5 ft dia. wetweil storage capac,ty=
Total Depth- 1 10.33 ft,
Use Pump
Influent Pipe 2 ft above Alarm Float
Alarm Float 1 ft above Lag Float
Lag Pump. I ft above "ON" or Lea
Lead Float at 3 ft from bottom of Wetwe
OFF" Float at 2.5 ft from bottom of Wetw
d Float
Set "ON" or
II
Set "
ell
Pumping Height
0.5
ft between "ON" and "OFF" Floats
Pumping Volume
73
gallons between floats
Springfield Baptist Pump Station and Pressure Sewei
November 15, 2019
146.85 Gallons/Foot
Time (min) Inflow
Outflow
Storage
000
0
0
0
3.71
73
0
441
Pumps Switch on
11.33
151
224
367
Pumps Shut off
15.04
73
0
0
Pumps Switch on
22.67
151
224
441
Pumps Shut off
26.37
73
0
367
Pumps Switch on
34.00
151
224
0
Pumps Shut off
37.71
73
0
441
Pumps Switch on
45.33
151
224
367
Pumps Shut off
49.04
73
0
0
Pumps Switch on
56.67
151
224
441
Pumps Shut off
60.37
73
0
367
Pumps Switch on
68.00
151
224
0
Pumps Shut off
71.71
73
0
441
Pumps Switch on
79.33
151
224
367
Pumps Shut off
Note
Pumps Operate
3.7 cycles per hour
STORAGE ABOVE HIGH WATER ALARM 4 293.70 gallons 51.9 Minutes
STORAGE ABOVE PUMP ON FLOAT 587.40 gallons 103.8 Minutes
DESIGN DAILY FLOW (WITHOUT PEAKING FACTOR) IS LESS THAN 15,000 GPD. THEREFORE, NCDEQ REQUIRES A
PORTABLE POWER GENERATOR. THE PUMP STATION SHALL BE PROVIDED WITH A MANUAL TRANSFER SWITCH,
PORTABLE GENERATOR QUICK -CONNECTION RECEPTACLE, A TELEMETRY SYSTEM WITH A BATTERY BACK-UP CAPABLE
OF CONTACTING THE OWNER WHEN THE POWER SUPPLY IS NOT AVAILABLE. EMERGENCY STORAGE OF —51.9 MINUTES
SHALL PROVIDE ENOUGH TIME FOR AUTHORIZED PERSONNEL TO CONNECT THE PORTABLE GENERATOR.
PO Box 91727. Raleigh. NC 27675 p 1919 423 8975

APPENDIX E.
WET WELL BUOYANCY CALCULATIONS

FLMENGINEERING
Pump Station Bouyancy Calculations
Inside Diameter
so
riches
Wall Thickness
8
inches
Total Diameter
72
inches
Top of Rim to Bottom of Base
84
inches
Base Thickness
8
inches
Extended Babe Width (if applicable)
6
inches
Height of Wetwell w/o Base
Base Height
Extended Base Diameter
Total Outer Wetwell Diameter
Area of the Extended Base Ring • Height of Wetwell w10 Base -
A - 11 1t
8 ■ 0.6W7 It.
C- 7 ft
D ■ 6.00 It
Springfield Baptist Pump Station and Pressure Sewer
November 15 2019
(Tr(C12(A2 - n(D12)A2]•A a 112,31 cubic feet
The above calculation will allow us to calculate the weight of the soil on top of the extended base
So, given that the density of send is approximately 100 Ibsfeublc foot
Weight of soil on top of the extended base = ]tt(C•D)A2]'[A •100 Ibs1cQ= 11231.19 We
Buoyant Force - [a(R[A2]'[H•62.4 Ibs1cQ
Fb= 20584 Ibs
Total Weight of Dry Lift Station
i • 12" Ftat Top ®2,716 Iba. r 2716 Ibs
1 •48" Riser @ 4,821 lbs. 4821 Iba
80" Extended Base @ 11,413 Iba, 11413 Ibs
Weight of Sand on top of extended base 11231 Ibs
Total - 30181 Ibs
THE WETWELL TOTAL WEIGHT OF30,181 LBS 15 GREATER THAN THE BOUYANT FORCE OF 20,584 LEIS
SINCE THE WEIGHT OF EMPTY WETWELL + THE WEIGHT OF THE SOIL ON THE EXTENED BASE EXCEEDS
THE BOUYANT FORCE, NO CONCRETE SLAB IS REOUIRED
PO Box 91727. Raleigh, NC 27675 p 1919 423 8975

FLMENGINEERING
TRANSMITTAL
Date: November 18, 2019
To; Jason Robinson
NCDEQ
Division of Water Resources
512 N. Salisbury St, Suite 925�E?fg
Raleigh, NC 27604 keglo�a
10 f�,��
Reference: Springfield Baptist Public Church Water & Sewer Connections
Project Submittal
We are sending the following items;
These items are transmitted --
For Review & Comment As Requested For Your Use For Approval
Sincerely,
FLM Engineering, Inc.
Christopher A. Lewis, Principal
clewis fimen ineerin_q com
G 2019 FLM Engineering, Inc Page 1 of 1 November 18, 2019
PO Box 91727, Raleigh, NC 27675 p ! 919 6101051

Robinson, Jason
From: Christopher Lewis <[e-mail]>
Sent: Thursday, December 21, 2017 2:17 PM
To: Robinson, Jason
Cc: Cashion, Ted; Jon Frazier; Hassan, Monti
Subject: RE: [External] RE: Sewer Extension Application
CAU'lION: External email. Do not click links or open attacliments unless verified. Send all suspicious email as an attachment to
report,[e-mail],
I•ley, Jason,
Thanks for the email. I saw in your automatic response that you were out of the office through January 3'so this can wait
until the first of the year.
That said, Pat Paine (with the City of Raleigh Public Utilities) sent me an email earlier this afternoon, and I wanted to pick
your brain regarding a few things he relayed to me.
So before you guys get too far into your review, could we chat:' I want to make sure we're all on the same page and that
I'm approaching the permitting process appropriately.
Thanks,
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
cl 919.802.7146
�tvw.tlmcn�ineerirte.cum
From: Robinson, Jason[ma ilto.jason.t.rob insotr�e;ncdenr.go,
Sent: Thursday, December 21, 2017 2:01 PNI
To: Christopher Lewis <[e-mail]>
Cc: Cashion, Ted < led .cashion a ncdenr.gov>; Jon Frazier Jfrazier a.fimengineering.com' ; I lassan, Monti
<[e-mail]>
Subject: RE: [External] RE: Sewer Extension Application
Ili Chris,
Unfortunately, it will probably be at least later next week, or possibly the New Year before we're able to issue and mail
this permit.
We haven't reviewed the application yet, but I just did a cursory reviete of it and have the following comment:

l . Sections IV S V of the application were not completed. We'll need to know the receiving wastewater treatment
plant, the receiving sewer extension, and the receiving System Wide Collection System that this project will flow
to, with associated permit numbers for each.
We may have more questions/comments once we do a more thorough review and begin drafting the permit.
Thanks,
Jason
Jasoll T. Robinson, I'.L.
I�alelO! Regional f)Ilice
Water Oualily 1ZeFgional ()p�rltion,
DiN kwil cif tt,ttcr
919-7:91-4 2ON
L•!N[!lIca'f�'.1f,{iifcilllc'r!U[[lTel{+ull1fl11F.liI[ilf:t;�IT!(!l"1'�111I,1tcil,lll� lr�lili�[!i(illl7ilhlfl>Ilcltiicrll'[[r1f[71s'(lllcllll(71'Il�'[1;.1L'hltc[IiU
From: Christopher Lewis [niailt():clek%-is,u tlnirncjincerin2.corn]
Sent: Thursday, December 21, 2017 10:1 5 AM
To: Robinson, Jason <'ason.t.robinson et nedellr.,,(,v>
Cc: Cashion, Ted <ted.cashinruu-nedeiu' „ cn->; Jon Frazier < ti,lzier a flmtn�� ineerin�_.com>; Hassan, Monti
<mOIItl.11aS5aI1(C1+IICdenl'. [,O V>
Subject: RE: [External] RE: Sewer Extension Application
4 ­u 1 ivi.: external email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
re ort.s ani(unc,uo�.
I -ley, Jason,
Just wanted to follow up with you on the Springfield Baptist Church project.
I had requested that Pat Paine with the City of Raleigh complete the flow tracking sheet back in NoN ember, but still
haven't heard anything back. I just reached out to him again.
Aside from the flow tracking sheet from the City of Raleigh, is there anything else you need?
Thanks,
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
cI 919.802.7146
ww�r.flmeiluinecringycoil
From: Robinson, Jason[mailto:jason.i.robinson:dncdenr.I<,ov]
Sent: Wednesday, November 22, 2017 12:00 PM
To: Christopher Lewis <O_( i.5 G 111ne11}!ittccrin *.coil>; Hassan, Monti <monti.hassan`u ncdcllr.uoN>

Cc: Cashion, Ted <ted.casllionLu.ncclenr.Lrov>; Jon Frazier <'frazier u tlmen�*ineerina.cum>
Subject: RE: [External] RE: Sewer Extension Application
I'll have the Central Office send us a copy of the application. That may have all the information we need. If we need
anything else we'll let you know.
We WILL need a flow tracking sheet from Raleigh stating that they are willing to accept the additional flow, and that their
treatment plant and any downstream pump stations that they own can handle the additional flow. ALSO, if there are any
private pump stations downstream, we'll need a separate flow -tracking, sheet from the private owner of the private pum
station showing that they're willing to accept the flow, and that their pump station will be able to handle the flow.
Thanks,
Jason
------------
Jasou T. Robinson, P.E.
Raleigh Reeional Office
ice
Water Quality Regional Operation,
Division of'W'aler Resources, DEQ
919-791-4200
E-mail corrilllo700tcr to alul bean this rulclrecs maT be sul,leel to the North Carolina Public: Rc° m ell' Law wid may he thsclose d it,
third p artier.
From: Christopher Lewis maillo:clewis(a!fltnerl ,incering_com]
Sent: Wednesday, November 22, 2017 11:51 AM
To: Robinson, Jason<'ason.t.robinsonrti:ncdei;r.gox->; Hassan, Monti <monti.hassan:u;llcdetir.goV.>
Cc: Cashion, Ted <ted.cashionlez.ncdetlr.gov>; Jon Frazier <� frazier et;flmenLineeritl_,,.eonl>
Subject: Re: [External] RE: Sewer Extension Application
CA13TION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
re ort.s am rtnc.gov.
Hey, Jason,
If that's what you guys want to do, then certainly, fast track is fine with me.
Do you need anything from me to make that transition to fast track? I'd prefer not to have to have a new application
signed if I can help it (it was like pulling teeth to get the church to send back the first one).
Just let me know.
Thanks again for your help!
-Chris
Christopher A. Lewis, PE
Principal
FLM Engineering
PO Box 91727
Raleigh, NC 27675
el 919.802.7146
www.flmengineering.com

From: Robinson, Jason <iason.t.robinson- a ncdenr.uov>
Sent: Wednesday, November 22, 2017 11.36:52 AM
To: Christopher Lewis; Hassan, Monti
Cc: Cashion, Ted; Jon Frazier
Subject: RE: [External] RE: Sewer Extension Application
Thanks Chris,
We think this project is a candidate for a fast -track.
Since a grinder pump will be used, that does meet the 2T rules and Minimum Design Criteria, so that's still a candidate
for fast -track.
And the .0303 requirements are just for being "permitted by regulation", meaning an individual permit is not needed if
they are met. If a project does not meet .0303, it needs an individual pennit, but it can be a fast -tract: permit if other
requirements are met. So this is still a candidate for fast -track.
So we think this should be a fast -track application.
Please let me know if you disagree and we can discuss further.
-Jason
Jason "1'. lZol,insan.
Ralei+ph Re-ional Office
C.
Watcr QLKtlit� RcUiniMI C3peration�
Dix i,ion of Water Re-,ourves. DEO
()1 y- 79 ! --1? 00
1:-IJ!(t!141)t!'4�Jl+)IF(1.'17(L' 1l+[rJt(1!1'+)!tl 11rf1 (I(1lIF'.'}ti illill' 1)[' 1ii1)J+'(i ((+il'a `wfl_ Carolina Ptihli( R+.'co'-1c 1.(m and ill't. hi. &N, Iov 110)
tlttrcl J)nr•tn:.
From: Christopher Lewis [nunhto:cleN%-i,-g llmen+gtneerin'T.com]
Sent: Wednesday, November 22, 2017 10:46 AM
To: Hassan, Monti <monti.hassan•'a ncdetingok>; Robinson, Jason <ia,un.t.robinaon',a ncdenr-u(1x>
Cc: Cashion, Ted Jon Frazier <ifrazier ti.tliii :n+,ineerinL.Cr )m>
Subject: [External] RE: Sewer Extension Application
ICAU IO1 : External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
report.snamkc ne.got_.
I -ley, Jason,
Thanks for reaching out
To quickly answer your questions.
1. Monti is correct, the application I submitted is a standard sewer extension application (SSEA). Not AS EA.
2. We are in fact proposing a grinder pump station.
As far as Fast Tracking goes, we didn't want to fast track because tee were proposing a grinder pump station and 2-inch
force main. Additionally, we don't have the flow tracking acceptance fonn because %xVre still awaiting the City of
Raleigh's permitting appro%•al of the Auburn Village project.

I've had some preliminary correspondence with Ted Cashion (and actually, you were copied on those emails back in
September as well), but the project is slightly atypical, because we're proposing that the private grinder pump station and
private 2 inch force main to outlet to a future interceptor manhole, which will drain to a future subdivision called "Auburn
Village".
I attached a cover letter within the submittal package which should help further explain the project; however, as a quick
synopsis:
Springfield Baptist is currently adding a new family life center to their campus. The leaders of Springfield Baptist were
informed several months ago that the McAdams company was developing for a new subdivision across street from the
existing church campus. The future subdivision contains a proposed public gravity sewer network, which will drain to a
proposed public lift station. The public gravity sewer, pump station and force main for that subdivision will be
owned/maintained by the City of Raleigh.
Long story short, the developers of the subdivision were willing to extend gravity sewer to the church's property (they
own both sides of the street). The church's proposed private lift station and 2" force main will drain to the above
mentioned public interceptor manhole which ultimately drains to the future "Auburn Village". The McAdams company is
currently working through permitting for the above mentioned Auburn Village subdivision with the City of Raleigh. It has
been relayed to us that the completion date for the lift station is summer of next year. Ultimately, all flow (from the
existing church and the new family lift center will connect to the public sewer system; however, in the meantime,
Springfield church will be utilizing their existing septic field, so as to not disrupt the current church operations. We
understand that the new building will not be allowed to connect to the private lift station until the downstream lift station
within Auburn Village subdivision is operational.
Ted had suggested back in September that this project may be able to meet 15A NCAC 02T .0303 "Permitting by
Regulation'; however, the Architect has informed us that even though the new family life center is technically attached to
the old building, they are considered separate buildings. Therefore I don't think we meet requirement (3)(A).
Anyway, the standard sewer extension application requested that we send the submittal package to 512 N. Salisbury St.
Let me know if you have any questions, or if I can help clarify things further.
I appreciate your help!
-Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
cl 919.802.7146
www.flmcn-,inccrin ,,.cone
From: Hassan, Monti[maiIto: monti.ltassan,'a:ncdenr:,s,-o,l
Sent: Wednesday, November 22, 2017 10:17 AM
To: Robinson, Jason <iason.t.robinsoij.` tiedettr.LoN>; Christopher Lewis <clewis<ii�f7tnetiLineerin .com>
Cc: Cashion, Ted <tcd.cashion(u..ncdc_nr.(-Yo%:>
Subject: RE: Sewer Extension Application

Just a correction to Jason's email, central office received SSEA 04-16 application for the proposed Springfield Baptist
Church. Thanks,
From: Robinson, Jason
Sent: Wednesday, November 22, 2017 10:06 AM
To: clen is'u.11menl*ineerinu.com
Cc: Cashion, Ted <ted.cashion u,ncdenr.go�>; I lassan, Monti <monti.lias,,an-u. nedenr.[_u%>
Subject: Sewer Extension Application
Hi Chris,
I work in DEQ's Raleigh Regional Office. We process fast -track sewer extension applications (FTA 04-16) out of the
Regional Office. Fat -Track applications are for projects that meet all of the ?T Rules and the Division's Minimum Design
Criteria.
Our central office processes Alternative Sewer Extension Applications (ASEA 04-16).
The Central Office called me this morning and told me they received an ASEA from you for a Baptist Church, and they
think that it possibly should have been a Fast -track application (FrA) and sent to us (Regional Office).
I. Did you intend to send a ASEA to the central office? If so, why is this project being applied for as an
"Alternative Sewer Extension"?
1 The Central office mentioned that the proposed forcemain associated with this project is a 3-inch. Is a grinder
pump proposed at the church pump station? The Division's Minimum Design Criteria requires that the minimum
diameter for a force main is 4-inches UNLESS grinder pumps are used.
Thanks,
Jason
Jason'1'. Robinson, P.E.
Ralei[lll Re2i0nal Office
\kraler 011alltN� Re[unonal 1. p r,10011,,
Di%iiion of 14:lier Resources, Dl'Q
1) 1 i1-791-4220 t
1;-1144111 WIT, NJ; 011d0i. I'll) and 11-oin thi1v 1111[f)V,%A n1lit fVA9;1(L.1 (111ht A-)10f GIF011li:il th-L r)-dN fwi—f!n i1:(Il-I),,a i:�i'lf1.ved if
lh1rd {mire

Robinson, Jason
From: Christopher Lewis <[e-mail]>
Sent: Wednesday, July 10, 2019 3:39 PM
To: Robinson, Jason
Cc: Jon Frazier, Cashion, Ted
Subject: RE: [External] Re: Sewer Extension Application
OPO ► External email. Do not. EFWWks orgpen attachments unless yaw verUV. Send all susp{c'io s email as an,attaahta' e' nL to
tart -Spam. @ rig, lzq r
Hey, Jason,
Dusting off an old email here regarding the Springfield Baptist Sewer Extension application.
To quickly recap:
* The Springfield Baptist Church site is located at 4309 Auburn-Knightdale Road, Raleigh, NC. The existing site is
served by a private well and septic field.
Springfield Baptist started construction on a new family life center on their campus back 2017. During
construction of the building, the leaders of Springfield Baptist were informed that the McAdams company was
developing plans for new subdivision (The Auburn Village Subdivision) across street from the existing church
campus. The Auburn Village subdivision was to incorporate a proposed a public gravity sewer network, which
would drain to a proposed public lift station. The public gravity sewer, pump station and force main for that
subdivision is to be owned/maintained by the City of Raleigh. The church leaders met with the Auburn Village
subdivision developers, and they agreed to extend a gravity sewer manhole to the church's property on the
north side of Auburn Knightdale road in order to serve the church (the church is actually situated on the south
side of Auburn Knightdale road, but they actually own both sides, and the parcel is split by the road).
Per the design, the existing septic tank pumping line shall be rerouted from the septic field so that it now pumps
to the newly proposed private grinder pump station which is to be located outside of the newly constructed
family life center. This proposed private grinder pump station will then accept the effluent from the family
center (as well as the existing church facilities), and utilize a 2" force main in order to pump the church effluent
to a newly proposed public interceptor manhole located on the church's property north of Auburn Knightdale
road, which ultimately drains to Auburn Village and into the City of Raleigh's sewer system.
• Based on previous conversations, although the Church's new family life center building is technically connected
to the existing church campus, the architect had determined that the buildings are in fact "separate structures".
As such, we are unable to meet 15A NCAC 02T .0303 "Permitting by Regulation" as the sewer system would
serve multiple buildings. Based on that understanding, we were informed that the proposed private grinder
pump station and 2" force main needed to be permitted with NCDEQ instead of the City of Raleigh.
We had submitted a package back in 2017; however, at the time we were still awaiting the City of Raleigh to
provide us with permit numbers and the flow tracking sheet. Now, after almost 2 years, the Auburn Village
subdivision system is finally complete and should be accepted by the City of Raleigh in the coming days. Pat
Paine (the original City of Raleigh reviewer) resigned his position several months ago and a new reviewer has
taken his place (Alex Natzke). We've been coordinating with Alex and have been told that we should be
receiving the necessary flow tracking sheets/permit numbers soon.
i think that sums it up.

I had originally submitted as a standard sewer extension application, but after emailing back and forth with you and
Monti, it was determined that this would be better suited for fast track, which I was fine with. The email chain below
actually contains that conversation.
Anyway, aside from the flow tracking sheet, and the revised permit numbers, was there anything else you guys needed
from us in order to get this thing rolling?
Thanks,
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.fimengineering.com
From: Robinson, Jason <[e-mail]>
Sent: Friday, March 15, 2019 9:09 AM
To: Christopher Lewis <[e-mail]>
Cc: Jon Frazier <[e-mail]>; Cashion, Ted <[e-mail]>
Subject: RE: [External] Re: Sewer Extension Application
Sounds good Chris. We'll await the flow tracking sheet.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Corohna Public Records Lmv and may be disclosed to
third parties.
From: Christopher Lewis <clewisPflmeneineerine.com>
Sent: Friday, March 15, 2019 8:28 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Jon Frazier <'frazier Hmen ineerin .com>; Cashion, Ted <ted.cashian ncdenr, ov>
Subject: [External] Re: Sewer Extension Application

i, :•+°" External email. Do not clidt finks or open attachmenU uriiess you verify, Send all susp1dous email as ar�.attachment to
Hey, Jason,
Thanks for checking in. The project is still on hold for now, we are still awaiting the City of Raleigh to provide the
necessary flow tracking sheets and downstream permit numbers.
If you recall, the church is proposing to tie into the newly developed Auburn Village subdivision which is being
constructed across the street. That subdivision will have a public gravity sewer system and lift station (owned by the City
of Raleigh). As I understand it, the Auburn Village lift station (and the section of gravity sewer the church is connecting
to) is almost complete, and testing was supposed to begin soon (if not already begun).
Upon acceptance of the Auburn Village system, the City is Raleigh has relayed that they would issue the necessary flow
tracking documents and permit numbers so that we can finalize our permit request from you guys.
Please let me know if you have any questions.
Thanks again for checking in!
Chris
Christopher A. Lewis, PE
Principal
FLM Engineering
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.flmengineerins.com
From: Robinson, Jason <'ai [e-mail]>
Sent: Thursday, March 14, 2019 5:37 PM
To: Christopher Lewis
Cc: Jon Frazier; Cashion, Ted
Subject: RE: RE: Sewer Extension Application
Hey Chris,
I was cleaning off my shelf and wanted to follow-up on the application that we received for Springfield Baptist Church
back in November 2017.
It was put on hold while the downstream sewer was built and certified.
Do you know where this stands now?
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office

Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
—Subscribe to Collection System & Sewer Permitting Updates"
E-moil correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Christopher Lewis <clewis12flmeneineerine.com_>
Sent: Tuesday, January 16, 2018 2:28 PM
To: Robinson, Jason <jason.t.robinson(@ncdenr.eov>
Cc: Jon Frazier <ifrazier flmen ineerin .com>; Cashion, Ted <[e-mail]>
Subject: RE: [External] RE: Sewer Extension Application
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
re ort.s am nc. ov.
Hey, Jason,
Understood. I figured that was the case.
In regards to your questions, my responses are in red:
1. Section IV and V of the application were not completed. We'll need the name and permit number of the
receiving wastewater treatment plant (NCOOXXXX), as well as the prmit numbers for the downstream sewer
extension (WQOOXXX) and downstream overall Collection System permit (WQCSOOXXXX). The City should be
able to provide all of this.
I can ask for this information again. As you said, the City of Raleigh should be able to at least provide the WW
treatment plan permit number; however, per my email below, the proposed downstream system has NOT been
approved/installed/accepted by the City of Raleigh yet, and Pat Paine has stated plainly enough that he will not
provide any permit numbers for the downstream system until this happens.
2. Item IX.2 is checked "No" (doesn't comply with wetland separation requirements). Can you expand on this?
This is a remnant from a previous design and an application mistake on my part. An early design had proposed
that the sewer forcemain travel around the south side of the church buildings, which would have put the sewer
in the vicinity of that existing wetland on site. That original design was abandoned. The current design which
takes the sewer forcemain north through the front of the church site DOES comply with se aration
requirements for wetlands 50 feet of separation).
3. The specs show that the pumps will be grinder pumps, but we wanted to confirm this. FMs must be 4 inches or
greater unless grinder pumps are used.
This is correct. The pumps will be Zoeller Shark Series 7011 Grinder Pumps, which will allow for the use of the
smaller 2" force main.
Please let me know if you have any further questions, and again, I'll attempt to acquire as much information from the
City of Raleigh as I can.
Thanks,
Chris
Christopher A. Lewis, PE
Principal

FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.flmengineerine.com
From: Robinson, Jason[mailto:Iason.t.robinsonCa)ncdenr.eov]
Sent: Tuesday, January 16, 2018 2:11 PM
To: Christopher Lewis <[e-mail]>
Cc: Jon Frazier <'frazier flmen ineerin .cam>; Cashion, Ted <ted.cashion ncdenr. ov>
Subject: RE: [External] RE: Sewer Extension Application
Hi Chris,
We've set the application aside with a note that we're awaiting the Flow Acceptance/Tracking sheet from Raleigh. We
can't issue the permit until we get that.
I've briefly reviewed the application and have the following comments/questions:
1. Section IV and V of the application were not completed. We'll need the name and permit number of the
receiving wastewater treatment plant (NCOOXXXX), as well as the prmit numbers for the downstream sewer
extension (WQOOXXX) and downstream overall Collection System permit (WQCSOOXXXX). The City should be
able to provide all of this.
2. Item IX.2 is checked "No" (doesn't comply with wetland separation requirements). Can you expand on this?
3. The specs show that the pumps will be grinder pumps, but we wanted to confirm this. FMs must be 4 inches or
greater unless grinder pumps are used.
Unless we discover any other issues, the permit should be able to be issued within several days of receiving the Flow
Tracking/Acceptance form.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties.
From: Christopher Lewis mailto:clewis Wimengineering.corn
Sent: Tuesday, January 16, 2018 11:22 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Jon Frazier <'frazier flmen ineerin .com>
Subject: RE: [External] RE: Sewer Extension Application

CAUTION: External email. Do not click links or open attachments unless verified_ Send all suspicious email as an attachment to
report. sam Ong.gov.
Hey, Jason,
I wanted to reach back out regarding the Springfield Baptist Church project. Per our telephone conversation the Friday
after Christmas, I was finally able to get in touch with Pat Paine with the City of Raleigh.
Long story short:
• Pat retracted his statement about the City of Raleigh being able to approve the private grinder lift station and
agrees that NCDEQ should review/approve it.
• Pat stated that the City of Raleigh would not be able to release the flow tracking sheet with the pertinent
information on the downstream system until the downstream system has been review/approved/accepted by
the City of Raleigh (which could be a few months out).
Is there anything that can be done while we wait for the City of Raleigh to issue the flow tracking sheet/downstream
system information?
Just let me know.
Thanks,
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.flmengineering.com
From: Robinson, Jason [mailto:'ason.t.robinson ncdenr. ov]
Sent: Thursday, December 21, 2017 2:01 PM
To: Christopher Lewis <clewis flmen ineerin .com>
Cc: Cashion, Ted <ted.cashionCa ncdenr.g_ov_>; Jon Frazier <[e-mail]>; Hassan, Monti
<monti.hassan(&ncdenr.Rov>
Subject: RE: [External] RE: Sewer Extension Application
Hi Chris,
Unfortunately, it will probably be at least later next week, or possibly the New Year before we're able to issue and mail
this permit.
We haven't reviewed the application yet, but I just did a cursory review of it and have the following comment:
1. Sections IV & V of the application were not completed. We'll need to know the receiving wastewater treatment
plant, the receiving sewer extension, and the receiving System Wide Collection System that this project will flow
to, with associated permit numbers for each.

We may have more questions/comments once we do a more thorough review and begin drafting the permit.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, OEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Christopher Lewis rnailto:clewis P flmen gi nee rin .com
Sent: Thursday, December 21, 201710:15 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Cashion, Ted <[e-mail]>; Jon Frazier <ifrazier flmen ineerin .com>; Hassan, Monti
<[e-mail]_v>
Subject: RE: [External] RE: Sewer Extension Application
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
re ort.s am nc. ov.
Hey, Jason,
Just wanted to follow up with you on the Springfield Baptist Church project.
I had requested that Pat Paine with the City of Raleigh complete the flow tracking sheet back in November, but still
haven't heard anything back. I just reached out to him again.
Aside from the flow tracking sheet from the City of Raleigh, is there anything else you need?
Thanks,
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.fimenizineering.com
From: Robinson, Jason [mailto:iason.t.robinson ncdenr. ov]
Sent: Wednesday, November 22, 201712:00 PM
TO: Christopher Lewis <clewis flmen ineerin .com>; Hassan, Monti <monti.hassan ncdenr. ov>

Cc: Cashion, Ted <ted.cashion ncdenr. ov>;1on Frazier <'frazier flmen ineerin .com>
Subject: RE: [External] RE: Sewer Extension Application
I'll have the Central Office send us a copy of the application. That may have all the information we need. If we need
anything else we'll let you know.
We WILL need a flow tracking sheet from Raleigh stating that they are willing to accept the additional flow, and that
their treatment plant and any downstream pump stations that they own can handle the additional flow. ALSO, if there
are any private pump stations downstream, we'll need a separate flow -tracking sheet from the private owner of the
Private nump station showing that they're willing to accept the flow, and that their pump station will be able to handle
the flow.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Christopher Lewis [mailto:clewis flmen ineerin .com]
Sent: Wednesday, November 22, 2017 11:51 AM
To: Robinson, Jason <'ason.t.robinson ncdenr, ov>; Hassan, Monti <monti.hassan ncdenr. ov>
Cc: Cashion, Ted <ted.cashio—n—@ncdenr.gov>; Jon Frazier <ifrazier flmen ineerin .com>
Subject: Re: [External] RE: Sewer Extension Application
LHu i wN: External email. Do not click links or open attachments unless verified. send all suspicious email as an attachment to
re ort.s am nc. ov.
Hey, Jason,
If that's what you guys want to do, then certainly, fast track is fine with me.
Do you need anything from me to make that transition to fast track? I'd prefer not to have to have a new application
signed if I can help it (it was like pulling teeth to get the church to send back the first one).
Just let me know.
Thanks again for your help!
-Chris
Christopher A. Lewis, PE
Principal
FLM Engineering
PO Box 91727
Raleigh, NC 27675
a

c l 919.802.7146
www.fimengineering.com
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, November 22, 2017 11:36:52 AM
To: Christopher Lewis; Hassan, Monti
Cc: Cashion, Ted; Jon Frazier
Subject: RE: [External] RE: Sewer Extension Application
Thanks Chris,
We think this project is a candidate for a fast -track.
Since a grinder pump will be used, that does meet the 2T rules and Minimum Design Criteria, so that's still a candidate
for fast -track.
And the .0303 requirements are just for being "permitted by regulation", meaning an individual permit is not needed if
they are met. If a project does not meet .0303, it needs an individual permit, but it can be a fast -track permit if other
requirements are met. So this is still a candidate for fast -track.
So we think this should be a fast -track application.
Please let me know if you disagree and we can discuss further.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Christopher Lewis mailto:clewis fimen ineerin .com]
Sent: Wednesday, November 22, 201710:46 AM
To: Hassan, Monti <monti.hassanCZ.Dncdenr.g-ov>; Robinson, Jason <[e-mail]>
Cc: Cashion, Ted <ted.cash ion @ncdenr.eov>; Jon Frazier <'frazier fimen ineerin .com>
Subject: [External] RE: Sewer Extension Application
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
re ort.s am nc. ov.
Hey, Jason,
Thanks for reaching out.
To quickly answer your questions.
I. Monti is correct, the application I submitted is a standard sewer extension application (SSEA). Not ASEA.
2. We are in fact proposing a grinder pump station.

As far as Fast Tracking goes, we didn't want to fast track because we were proposing a grinder pump station and 2-inch
force main. Additionally, we don't have the flow tracking acceptance form because we're still awaiting the City of
Raleigh's permitting approval of the Auburn Village project.
I've had some preliminary correspondence with Ted Cashion (and actually, you were copied on those emails back in
September as well), but the project is slightly atypical, because we're proposing that the private grinder pump station
and private 2 inch force main to outlet to a future interce for manhole which will drain to a future subdivision called
"Auburn Village".
I attached a cover letter within the submittal package which should help further explain the project; however, as a quick
synopsis:
Springfield Baptist is currently adding a new family life center to their campus. The leaders of Springfield Baptist were
informed several months ago that the McAdams company was developing for a new subdivision across street from the
existing church campus. The future subdivision contains a proposed public gravity sewer network, which will drain to a
proposed public lift station. The public gravity sewer, pump station and force main for that subdivision will be
owned/maintained by the City of Raleigh.
Long story short, the developers of the subdivision were willing to extend gravity sewer to the church's property (they
own both sides of the street). The church's proposed private lift station and 2" force main will drain to the above
mentioned public interceptor manhole which ultimately drains to the future "Auburn Village". The McAdams company is
currently working through permitting for the above mentioned Auburn Village subdivision with the City of Raleigh. It has
been relayed to us that the completion date for the lift station is summer of next year. Ultimately, all flow (from the
existing church and the new family lift center will connect to the public sewer system; however, in the meantime,
Springfield church will be utilizing their existing septic field, so as to not disrupt the current church operations. We
understand that the new building will not be allowed to connect to the private lift station until the downstream lift
station within Auburn Village subdivision is operational.
Ted had suggested back in September that this project may be able to meet 15A NCAC 02T .0303 "Permitting by
Regulation"; however, the Architect has informed us that even though the new family life center is technically attached
to the old building, they are considered separate buildings. Therefore I don't think we meet requirement (3)(A).
Anyway, the standard sewer extension application requested that we send the submittal package to 512 N. Salisbury St.
Let me know if you have any questions, or if I can help clarify things further.
I appreciate your help!
-Chris
Christopher A. Lewis, PE
Principal
FLMIENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.flmengineerine.com
10

From: Hassan, Monti Imailto:monti.hassan(@ncdenr.gov
Sent: Wednesday, November 22, 201710:17 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Christopher Lewis <clewis f_lmeneineerine.com>
Cc: Cashion, Ted <[e-mail]>
Subject: RE: Sewer Extension Application
Just a correction to Jason's email, central office received SSEA 04-16 application for the proposed Springfield Baptist
Church. Thanks,
From: Robinson, Jason
Sent: Wednesday, November 22, 2017 10:06 AM
To: c—lewis(@flmengineering.com
Cc: Cashion, Ted <ted.cashionencdenr.gov_>; Hassan, Monti <[e-mail]>
Subject: Sewer Extension Application
Hi Chris,
I work in DEQ's Raleigh Regional Office. We process fast -track sewer extension applications (FTA 04-16) out of the
Regional Office. Fat -Track applications are for projects that meet all of the 2T Rules and the Division's Minimum Design
Criteria.
Our central office processes Alternative Sewer Extension Applications (ASEA 04-16).
The Central Office called me this morning and told me they received an ASEA from you for a Baptist Church, and they
think that it possibly should have been a fast -track application (FTA) and sent to us (Regional Office).
1. Did you intend to send a ASEA to the central office? If so, why is this project being applied for as an "Alternative
Sewer Extension"?
2. The Central office mentioned that the proposed forcemain associated with this project is a 2-inch. Is a grinder
pump proposed at the church pump station? The Division's Minimum Design Criteria requires that the minimum
diameter for a force main is 4-inches UNLESS grinder pumps are used.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.