WQ0040258_Application (FTSE)_20190502

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T.0300- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:v1 U �00 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: City of Rocky Mount (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Stater:County ® Municipal ❑ Other
t,. 3. Signature authority's name: Brad Kerr per i 5A NCAC 02T .0106(b]
Title: City Eneineer
4. Applicant's mailing address: Po Box 1180
City: Rocky Mount State: NC Zip: 27802-
5. Applicant's contact information:
Phone number: [phone] Email Address:
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II. PROJECT INFORMATION:
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I. Project name: Redeemer Church
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2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
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If a modification, provide the existing permit number: WQ0040258 and issued date: 8-30-18
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If new construction but part of a master plan, provide the existing permit number: WQ00,
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3. County where project is located: Nash
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.931595' Longitude:-77.849656
5. Parcel ID (if applicable): 373912958865
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Phillip Joyner, Jr. License Number: 036848
Firm: Asnect Enaineerine and Inspections
Mailing address: 3124 Zebulon Road
City: Rocky Mount State: NC Zip: 27804-2265
Phone number: (252) 4544772 Email Address: phi IIip(a aspectei.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Tar River Regional WWTF
Owner Name: City of Rocky Mount
Permit Number: NCO030317
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
S stem Wide Collection System Permit Numbers if a licablc : WQCS q0 I
Owner Name(s): W1 A� t
FORM: FTA 04-16 Pagel of 5

V1. 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. If the Applicant is a Developer of lots to be sold, has a Dcyeloper' Operational ALreement (FORM: DEV) been attached?
❑ Yes []No ®N;`A
3. If the Applicant is a Home-Troperiv Owners' Association, has an Operational A47reement ( FORM: HOA) been attached?
❑ Yes [:]No ®N. A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationrservice ❑ Hotel andior Motels
❑ School preschool ;' day care ❑ Medical dental veterinary facilities ❑ Swimming Pool lClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses i offices!" factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic. -Commercial % Commercial
_ % Industrial (See_ 15A NCAC 02T .0103 20
4Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 I ? ❑ Yes ® No
If yes, vrovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0.1140
Daily Design Flow °.e
No. of Units
Flow
Church with Kitchen
5 gal/Seat
gal/
290
1450 GPD
GAD
gall
GPD
gall
GPD
gall
GPD
gall
Total
GPD
1450 GPD
a See I SA NCAC 02T .01 14 b d I anO (elt2) 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, 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operat' n patterns, and other measured data.
8. Wastewater generated by project: 1450 GPD (per 15A NCAC'. 02T .01 14)
i- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 744 DIP
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. 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: .
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. OperationaI point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T ,0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)=
i- 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 multiple station power outage.
FORM. FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
I. Does the project comply with all separations found in I5A NCAC 02T .0305{ f & { } ®Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall he nrnvidori rnr cnwPr cvctrmc•
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
I0 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
I00 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
I0 feet
Any building foundation
5 feet
Any basement
10 feet
Toe slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC 02T.0305f ci contains alternatives where separations in 02T_0305(fx cannot be achieved.
➢ '"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
D If noncompliance with 02T.0305(fj or r see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes []No ®N'A
i- See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N-A
:- This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage -authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
t Information can be obtained from the 40 [ & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c](6} (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(cl(6}, 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, stormwaler 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 ❑NA
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
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 Permit i of Pum ,Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Dcsien Criteria .(latest version) as applicable?
® Yes ❑ No
1fNo, complete and submit the Variance.`Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required rior to submittal of the Fast Track Application and su ortin documents.
2. Professionall! Engineer's Certification:
�J
- o4 A -
(Professional 8righ
name from Application Item 111.1.)
that this application for
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 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
.... __...... ......... .
i
• SEAL 9r;
.....................
Applicant's Certification per 15A NCAC 02T .0106(b): ?" tC. 41 1 Z — 1-7
VJ
1, l0.V, _attest that this application for
(Signature Authority's name & title from AplIfication ltei6 I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: pate:
•I 5 , l i
FORM: FTA 04-16 Page 5 of 5

Transmittal Letter
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April 30, 2019
ASPCCT
Engineering and Inspections
3124 Zebulon Road
Rocky Mount, NC 27804
Phone:[phone]
phFIIF >QraaSoeek�eF_cam
Firm License F-1298
To:
NCDEQ - Raleigh Regional Office Water Quality
Section
1628 Mail Service Center
Raleigh, NC 27699-1628
ASPECT
ENGINEERING AND INSPECTIONS
Attention: Jason Robinson
Redeemer Church - FTA
Re: Modirication WQ0040258
Job Number: AEI-17229
We are sending you
X Attached ❑ Under Separate Cover via: [Type text here] the following:
X Certification
❑ Copy of Letter
❑ Total Quantity
❑ Prints X Plans ❑ Other:
❑ Change Order Application
❑ Check ❑ Specification
Quantity I -Descriptioln
1 Revised FTA Due to Reduction in pipe length
NC Dept of Environmental Quality
MAY b 2 7111`1
Raleigh Regional Office
These are transmitted as checked below
X For Approval ❑ Approved as Submitted ❑ Resubmit copies for approval
❑ For Your Use ❑ Approved as Noted ❑ Submit [#] copies for distribution
As Requested ❑ Returned for Corrections ❑ Return [#] corrected prints
For Review ❑ Revise and Resubmit/Work May Not Proceed
Narrative:
Due to offsite considerations that the City of Rock Mount allowed the reduction in pipe length. The
pipe length changed from the proposed 1180 LF to 744 LF. Also the terminus manhole 4 was not
constructed. The terminus manhole is now manhole 3. One joint of pipe was stubbed out from
manhole 3 to allow for possible future extension.
Copy to:

ASPECT
Engineering and Inspections
3124 Zebulon Road
Rocky Mount, NC 27804
Phone: [phone]
ohillb0asoectei.com
Firm License F-1298
MAY Z 3 2019
RalciAkegional O fiec
To:
NCDEQ - Raleigh Regional Office Water Quality
Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Transmittal Letter
May 22 2014
ASPECT
ENGINEERING AND INSPECTIONS
Attention: Ted Cashion
Redeemer Church — FTA
Re: Modification WQ0040258
Job Number: AEI-17229
We are sending you
X Attached ❑ Under Separate Cover via: [Type text here] the following:
X Certification ❑ Prints X Plans ❑ Other:
❑ Copy of Letter ❑ Change Order Application
❑ Total Quantity ❑ Check ❑ Specification
Quantity, , Description
1 FTA Check $480
These are transmitted as checked below
X For Approval ❑ Approved as Submitted ❑ Resubmit copies for approval
❑ For Your Use ❑ Approved as Noted ❑ Submit [#] copies for distribution
As Requested ❑ Returned for Corrections ❑ Return [#] corrected prints
For Review ❑ Revise and Resubmit/Work May Not Proceed
Narrative:
Due to offsite considerations that the City of Rock Mount allowed the reduction in pipe length. The
pipe length changed from the proposed 1180 LF to 744 LF. Also the terminus manhole 4 was not
constructed. The terminus manhole is now manhole 3. One joint of pipe was stubbed out from
manhole 3 to allow for possible future extension.
to:

Cashion, Ted
From: Phillip Joyner, Jr, <[e-mail]>
Sent: Wednesday, May 22, 2019 3:54 PM
To: Cashion, Ted; Robinson, Jason, Brad Kerr ([e-mail])
Cc: Donald Perry
Subject: Re: [External] RE, final engineering certification for Redeemer Church, permit W00040258
VWFe—, Ixternal email. -Do not click links or open attarhrnents-unless you verify. Send all suspicious email as an.attathrnent to
Iren�rt_saarnt�nc.s�ov
Ted, the check is in the mail and will be delivered by noon tomorrow.
Sent from my Verizon, Samsung Galaxy smartphone
-------- Original message -------
From: "Cashion, Ted" <[e-mail]>
Date: 5/22/1911:44 AM (GMT-05:00)
To: "Robinson, Jason" <[e-mail]>, "Phillip Joyner, Jr." <phiIli [e-mail]>, "Brad Kerr
([e-mail])" <[e-mail]>
Cc: Donald Perry <[e-mail]>
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Following up on the email below. We'll need the $480 application fee to modify the permit.
Per condition 7 of the original permit, there should be no flow tributary to this system prior to submittal of a complete
and accurate engineering certification.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(?a ncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, May 22, 2019 11:45 AM
To: Robinson, Jason; 'Phillip Joyner, Jr.'; 'Brad Kerr ([e-mail])'
Cc: Donald Perry
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Following up on the email below. We'll need the $480 application fee to modify the permit.
Per condition 7 of the original permit, there should be no flow tributary to this system prior to submittal of a complete
and accurate engineering certification.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID
�O.EQ
Depdrtmenl of Fnrfronmessal Quality
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Thursday, May 09, 2019 9:44 AM
To: Robinson, Jason <[e-mail]>; Phillip Joyner, Jr. <[e-mail]>; Brad Kerr
([e-mail]) <[e-mail]>

Cc: Donald Perry <[e-mail]>
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Hi Philip,
We received the application to modify the 'Redeemer Church' permit, permit # WQ0040258.
We'll need the application fee of $480 as noted in the instructions. Please send to my attention and we'll hook it up to
the application.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
IDQ,
�r
..E/i
Cc�artm,c'1 q1 En•nrcrmCnal [;�raGt�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Wednesday, April 10, 201911:47 AM
To: Phillip Joyner, Jr. <[e-mail]>; Cashion, Ted <ted.cashion ncdenr. ov>; Brad Kerr
(Brad.Kerr rock rnountnc. ov) <[e-mail]>
Cc: Donald Perry <donald. er rock mountnc. ov>
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Hi Phillip,

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, May 09, 2019 9:44 AM
To: Robinson, Jason; Phillip Joyner, Jr.; Brad Kerr ([e-mail])
Cc: Donald Perry
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Hi Philip,
We received the application to modify the 'Redeemer Church' permit, permit # WQ0040258.
We'll need the application fee of $480 as noted in the instructions. Please send to my attention and we'll hook it up to
the application.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID
O�E
CaNstment of Envirm menial Quality
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Wednesday, April 10, 201911:47 AM
To: Phillip Joyner, Jr. <[e-mail]>; Cashion, Ted <[e-mail]>; Brad Kerr
([e-mail]) <[e-mail]>

Cashion, Ted
From: Robinson, Jason
Sent: Tuesday, April 09, 2019 11:35 AM
To: Fertenbaugh, Christyn L
Cc: Cashion, Ted
Subject: RE: [External] RE- final engineering certification for Redeemer Church, permit W00040258
Sounds good. We've been proceeding this way, just wanted to make sure nothing had changed.
Thanks!
------------
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 Carolina Public Records taw and may be disclosed to
third parties.
From: Fertenbaugh, Christyn L
Sent: Monday, April 08, 2019 5:38 PM
To: Robinson, Jason [e-mail]>
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Yes — any changes in pipe length of 10% or greater (whether the change is an increase or decrease) requires a permit
modification with fee. I had sent a proposal for dealing with "small" projects to the RO Supervisors meeting for their
input, but no one has gotten back to me on their thoughts on the proposal, so for now, every project must be modified
with a fee.
The permit actually says "changes resulting in non-compliance with this permit including...." — and we interpret a
decrease in length to be non -compliant just as an increase is non -compliant. Just because the permit does not explicitly
list every possible way that a constructed project could be non -compliant with the permit doesn't mean that we
overlook things not specifically listed therein — I think that's where a lot of people are getting confused.
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
**Subscribe to Collection System & Sewer Permitting U dates**
Please note that my phone number has changed to 919-707-3625.
919-707-3625 —Office
919-807-6489 — Fax
christvn.fertenbaueh Cal ncdenr.gov

Mailing; 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical; 512 N. Salisbury Street, Rm. 9255
Raleigh, NC 27604-1170
Email correspondence to and from this address is subject to the
North Carolina Public Records Law a,^d may be disclosed to third parties
From: Robinson, Jason
Sent: Monday, April 08, 2019 5:05 PM
To: Fertenbaugh, Christyn L<christy_n.fertenbaugh@nfdenr,aov>
Subject: FW: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Hi Christyn,
I know there was some disagreement in our certification meeting about whether we should require permittees to
modify their permit if they install LESS than 10% of the permitted length (since the older permits say "pipe length
increases 10% or greater").
We've made some permittees modify when it was a decrease in pipe length of 10% or greater, but I just want to make
sure nothing has changed.
See email below.
Thanks,
------------
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 Carolina Public Records Low and may be disclosed to
third parties.
From: Phillip Joyner, Jr. < hilli as ectei.com>
Sent: Monday, April 08, 2019 4:58 PM
To: Cashion, Ted <[e-mail]>; Brad Kerr ([e-mail]
<Brad. Kerr@ rack mountnc. ov>
Cc: Robinson, Jason <Jai [e-mail]>; Donald Perry <donald- er rack mountnc. ov>
Subject: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
Extesral a �L h nb I k G rxks of open aftac�iMen is un]ess yottirer y. Sentl a l su
Ted,
piCiaus rnaii2sanattEicFltaeEcl

Good afternoon. The City had originally required the sewer extension across the entire frontage of the property. Later
after the permit was obtained and just before be the sewer construction, the city allowed the church to
eliminate the last run of pipe and manhole to reduce cost to the church. Pipe was stubbed out from manhole 3 for any
future connection. This reduction in pipe did not affect the flow that was permitted.
It was my understanding that a permit modification would only be required for "pipe length increases 10% or greater" per
item 7 Prior to Certification paragraph of the permit. Since we decreased the length and the (low didn't change it was my
understanding that a modification wasn't required.
Let me know if you have any other questions.
Sincerely,
Phillip Joyner, Jr.
Aspect Engineering and Inspections
3124 Zebulon Road,
Rocky Mount, NC 27804
252-452-4772
[e-mail]
www.aspectei.com
ASPECT
F NG1i/I t N I Nr, ANO $ H $ P E CT IONS
From: Cashion, Ted <[e-mail]>
Sent: Monday, April 8, 2019 4:35 PM
To: Brad Kerr (Brad.Kerr rock mountnc. ov) <[e-mail]>; Phillip Joyner, Jr.
< hilli as ectei.com>
Cc: Robinson, Jason <[e-mail] >
Subject: final engineering certification for Redeemer Church, permit WQ0040258
Brad and Phillip,
We have reviewed the subject certification and have a question. The permit was issued for 1180 If of 8" gravity. The
record drawings show approximately 743 If was installed.
Please explain the reduction in the length of pipe that was installed.
Our central office has informed us that permit modifications are required for any changes resulting in non-compliance
with this permit (including but not limited to pipe length changes of 10% or greater).
Thx
ted
Ted Cashion
Water Quality Regional Operations

Cashion, Ted
J
From: Phillip Joyner, Jr. <[e-mail]>
Sent: Monday, April 08, 2019 4:58 PM
To: Cashion, Ted; Brad Kerr (Brad. [e-mail])
Cc: Robinson, Jason; Donald Perry
Subject: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
• External email. Do no cliek links or open attachments unless you ie—W Send all susplelous ernall as an attachment to
r6nrt.�ba,rn0nc,�oy--
Ted,
Good afternoon. The City had originally required the sewer extension across the entire frontage of the property. Later
after the permit was obtained and just before beginning the sewer construction, the city allowed the church to
eliminate the last run of pipe and manhole to reduce cost to the church. Pipe was stubbed out from manhole 3 for any
future connection. This reduction in pipe did not affect the flow that was pennitted.
It was my understanding that a permit modification would only be required for "pipe length increases 10% or greater' per
item 7 Prior to Certification paragraph of the pen -nit. Since we decreased the length and the flow didn't change it was my
understanding that a modification wasn't required.
Let me know if you have any other questions.
Sincerely,
Phillip Joyner, Jr.
Aspect Engineering and Inspections
3124 Zebulon Road,
Rocky Mount, NC 27804
252-452-4772
phi] lip0aspectei.com
www.asi)ectei.com
ASPECT
l NGINk[RING AND INSPECTION.
From: Cashion, Ted <[e-mail]>
Sent: Monday, April 8, 2019 4:35 PM
To: Brad Kerr ([e-mail]) <[e-mail]>; Phillip Joyner, Jr.
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: final engineering certification for Redeemer Church, permit WQ0040258
Brad and Phillip,

We have reviewed the subject certification and have a question. The permit was issued for 1180 If of 8" gravity. The
record drawings show approximately 743 If was installed.
Please explain the reduction in the length of pipe that was installed.
Our central office has informed us that permit modifications are required for any changes resulting in non-compliance
with this permit (including but not limited to pipe length changes of 10% or greater).
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Robinson, Jason
From: Robinson, Jason
Sent: Wednesday, April 10, 2019 11:47 AM
To: Phillip Joyner, Jr.; Cashion, Ted; Brad Kerr ([e-mail])
Cc: Donald Perry
Subject: RE: [External] RE: final engineering certification for Redeemer Church, permit
WQ0040258
Hi Phillip,
I spoke with our Collection System Permit Coordinator in DWR's Central Office specifically about this. She stated that
ANY pipe length changes greater than 10% (whether an increase or decrease) requires a permit modification application
with a fee. Our central office has directed us to proceed this way, at least for the last several years. The newer version
of the permits that we're now issuing has been modified to clarify this. But the old version of the permit that was issued
for this project does state "Permit modifications are required for any changes resulting in non-compliance with this
permit (including....'; and the central office considers a pipe length decrease over 10% to be a change from what was in
the issued permit.
Sorry for the inconvenience.
-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 U dates"
E-mail correspondence to and from this address may be subject to the North Corohno Public Records Law and may be disclosed to
third parties.
From: Phillip Joyner, Jr. <[e-mail]>
Sent: Monday, April 08, 2019 4:58 PM
To: Cashion, Ted <[e-mail]>; Brad Kerr ([e-mail])
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Donald Perry <[e-mail]>
Subject: [External] RE: final engineering certification for Redeemer Church, permit WQ0040258
• ter a i. po n ti ak links or open attachments u€il sy ver* Sea la! suspicia�matl as a an""ttachbentto
Ted,
Good afternoon. The City had originally required the sewer extension across the entire frontage of the property. Later
after the permit was obtained and just before beginning the sewer construction, the city allowed the church to

eliminate the last run of pipe and manhole to reduce cost to the church. Pipe was stubbed out from manhole: 3 for any
future connection. This reduction in pipe did not affect the tiowv that was pennitted.
It was my understanding that a permit modification would only be required for "pipe length increases 1000 or (treater" per
item 7 Prior to Certification paragraph of the perniit, Since we decreased the length and the flow didn't change ;t was my
understanding that a modification wasn't required.
Let me know if you have any other questions.
Sincerely,
Phillip Joyner, Jr.
Aspect Engineering and Inspections
3124 Zebulon Road,
Rocky Mount, NC 27804
252-452-4772
philli.gAasoectei.com
www,as ectei.com
A S P E C T
From: Cashion, Ted <[e-mail]>
Sent: Monday, April 8, 2019 4:35 PM
To: Brad Kerr (Brad.Kerr rock mountnc. ov) <Brad.Kerr rock mountnc. ov>; Phillip Joyner, Jr.
< hilIi asPectei.com>
Cc: Robinson, Jason <[e-mail]>
Subject: final engineering certification for Redeemer Church, permit WQ0040258
Brad and Phillip,
We have reviewed the subject certification and have a question. The permit was issued for 1180 If of 8" gravity. The
record drawings show approximately 743 If was installed.
Please explain the reduction in the length of pipe that was installed.
Our central office has informed us that permit modifications are required for any changes resulting in non-compliance
with this permit (including but not limited to pipe length changes of 10% or greater).
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: City of Rocky Mount NC Dept Of Environmental Quality
PERMIT #: WC(0040Z58
PROJECT: Redeemer Church MAR I Z 2019
ISSUE DATE: August 30, 2018
This project shall not be considered complete nor allowed to operate in accorda4WwkS[ Jg1b%3Mffice
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
to the Regional' upervlsor, aten Quality Regional Oper" 5tlons'Sectlon at-tttie a'ddi'ess'at'tt]e-bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or port' s thereof_
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
1, ; i� l A R- I2! n t , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([A periodically, ❑ weekly, C] full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction Such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/Eignature & date:
® Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
F, �_a it
GAR p 4
SEAL y9f
i ,. VvcFv
Z -,z 6 -1q
l)n isinn ul'IVn1cr Etcscntrc��, Itsl[c:i;;h itcemn;ll rlllir�, 11'alu• Quulil}' npca•,uihsls Satullu til�r:,r ncu•atrnprllit�.11rg
162E i fi it Service Crider, Valcigb, N(' 27699.1028 Phone [phone]
1 ,vNinn• Ulli1 R.n,nit r)",v, P.J.-40, NO 1,11410 1 •,.• t011h'70:_714;11

Transmittal Letter
ASPECT
March 8, 2919
Engineering and Inspections
3124 Zebulon Road
Rocky Mount, NC 27804
Phane:2S2-452-4772
Ahilliki�asnccCc�_GOr��
A S i— L ^ CT
Firm LicenseF-1298
ENGINEERING AND INSPECTIONS
To:
NCDEQ - Raleigh Regional Office Water Quality Attention:
Jason Robinson
Section
Redeemer Church - FTA Certification
1628 Mail Service Center Re:
WQ0040258
Raleigh, NC 27699-1628
Job Number: AEI-17229
We are sending you
rXAttached ❑ Under Separate Cover via: [Type text here] the following:
X Certification ❑ Prints X Plans ❑ Other:
❑ Copy of Letter ❑ Change Order Application
❑ Total Quantity ❑ Check ❑ Specification
1 Fast Track Certification
1 lRecord Drawings
NC Dept of Environmental Quality
MAR 12 2019
These are transmitted as checked bellow Raleigh Regional Office
For Approval ❑ Approved as Submitted ❑ Resubmit copies for approval
❑ For Your Use ❑ Approved as Noted ❑ Submit [#] copies for distribution
As Requested ❑ Returned for Corrections ❑ Return [#] corrected prints
X For Review ❑ Revise and Resubmit/Work May Not Proceed
Comments:
Copy to: