WQ0042674_Application (FTSE)_20210623

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: tN (to be completed by DWA)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Nash County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Zee B. Lamb per 15A NCAC 02T .0106(b1
Title: County Manager
4. Applicant's mailing address: 120 W. Washington St.
City: Nashville State: NC Zip: 27856-
5. Applicant's contact information:
Phone number: [phone] Email Address: Jonathan. Boonet7a,.nashcountync.gov
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I . Project name: Nash County Detention Facility Addiion
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 a master plan, provide the existing permit number: WQ00
3. County where project is located: Nash
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.976411' Longitude:-77.967872:
5. Parcel ID (if applicable): 3801-1951-2631
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David Revoir License Number: 26959
Firm: Appian Consulting Engineers, PA
Mailing address: 154 Roundabout Court
City: Rocky Mont State: NC Zip: 27804-
Phone number: [phone] Email Address: drevoir0anpianenginecrs.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Tar River Wastewater Treatment Plant Permit Number: NCO030317
Owner Name: City of Rocky Mount
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) fif apylicablcl: WQCS00329
Owner Name(s): Town of Nashville
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N; A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreerntnt (FORM: DEVI been attached?
❑ Yes ❑No ON. -'A
3. If the Applicant is a Home/Property Owners' Association, has an Uperational Agreement (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 preparation/service ❑ Hotel and/or Motels
❑ School ? preschool!" day care ❑ Medical I dental / veterinary facilities ❑ Swimming Pool ;Clubhouse
❑ 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 °fo Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114t€11
Daily Design Flow '.b
No. of Units
Flow
Detention Center (increase)
60 gal+'person
63
3,780 GPD
gall
GPD
gal..'
GPD
gall
GPD
gal.:
GPD
gale
GPD
Total
3,780 GPD
a See 15A NCAC 02T .0114(b). (d1, (611) and (e](2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T_01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3.780 GPD (per 15A N('AC" 02T .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 Page 2 of 5

VI1. GRAVITY' SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & DJO {Grgvjty Senreral:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
1.27
PVC
R"
174
DIP
Y Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum dopes for gravity sewer(s)
Y Oversixing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)—_RZIANS &
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PRO ECT
1. Pump station number or name: n/a
2. Approximate Coordinates (Decima' Degrces): Latitude Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ _ feet total dynamic head JDI1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (incites) Length (feet) Material
6. Power reliability in accordance with 15 NCV 02T .0309h]� 11:
❑ Standhy power source or pump with automatic activation and telemetry- 15A NCAC 02T .0;05(h)(1)(13).
L Required liar all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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)
lug
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station
r 11' the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the hump stations`
storage capacities and the rotation schedule of the portable power source or pump, including travel tmeframes. shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g,) ® Yes [:]No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
_Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Draina e systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(a contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ ;*Stream classifications can be identified using the Division's NC Surf _ace Water ['Eassifications wCbnac
➢ If noncompliance with 02T.0305(Qor1e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N-A
➢ Seethe 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?
iY Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.010S(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC02T.01051c0l, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 1 A NCAC 02T,{}4()2, "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).
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:
I. Does the submitted system comply with 15A NCAC the Minimum IJcsittn Criteri.1_cr the Permitting of Pump Stations
grid Eo!q Mains (tatest versinn , and the Gravity $ewer Minimum Dcaign Critcria (latest version) as applicable?
❑ Yes ❑ No
If No, complete and submit the Variance. -Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required -prior to submittal of the Fast Track Anplieation and supporting
documents.
2. Professional Engineer's Certification:
David C. Revoir, PE attest that this application for
(Professional Engineer's name from Application Item 111 1.}
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 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misd eanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to $25,000 per violation.
.... .......................... .......................
North Carolina Professional Engineer's seal, signature, and date:
SUL
3. Applicant's Certification per 15A NCAC 02T .0106(b):
C.
Zee B. Lamb, County Manager _-attest that this application for
(Signature Authority's name & title from Application ]tern 1,3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 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. I 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 1.43-2J5,6A 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 tine not to exceed $10,000 as well as civil penalties up to $25.000 per %iolation.
Signature: Date:--5-2
;; /0111"
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
r- Department of Environmental Quality
f Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Ci of Rock Mount
Project Name for which flow is being requested: Nash County Detention Center Extension
More than one FTSE ►nay be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Tar River Regional
b. WWTP Facility Permit #: NCO030317
All flaws are in MGD
c. WWTP facility's permitted flow
21.00
d. Estimated obligated flow not yet tributary to the WWTP 0.6286
e. WWTP facility's actual avg. flow
10.83
f. Total flow for this specific request
0.004
g. Total actual and obligated flows to the facility
11.462
h. Percent of permitted flow used
54.58%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Average Daily Approx.
Not Yet Total Current
Station Firm Flow** Current Avg.
Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow,
Daily Flow, Obligated Available
Number) MGD MGD MGD
MGD Flow Capacity***
97 Lift St 30 12 6.5
0.6286 7.129 4.871
* 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 (ban Z.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 < 4.
Downstream Facility Name (Sewer): Tar River Regional
Downstream Permit Number: NC 0030317
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I William Brad Kerr 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 sanitan- sewer overflows or overburden any downstream pump station
en route to the recei%-ing 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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acc • tance of this wastewater flow.
-� -� -- - -
,5,gninK rciul Sigjaultu e Date
Page 7 of 6
FTSE 04- l 6

VIirllrlir
4Z44k
CONSULTING ENGINEERS, PA
June 15, 2021 4,0
fo
NCDEQ Raleigh Regional Office
o�
Water Quality Section, o
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Sewer Permit Application 111V0
Nash County Detention Facility Sewer Extension
City of Nashville
Nash County, NC
Dear Sir or Madam:
We are enclosing a Fast -Track Sewer System Extension Application for the Nash County Detention
Facility Expansion Sewer Extension project on behalf of the Town of Nashville. The proposed new flow
for the detention center will be 3,780 GPD.
We are enclosing:
• FTA 04-16 Fast Track Application (original and copy)/ FTSE
• Check for $480 Application Fee
• USGS/ Aerial
• 1 set of plans (11x17)
Let us know if you have any questions about the attached.
THANK YOU!
Sincer ,
AP
n onsulting Engineers, P.A.
David C. Revoir, PE
[e-mail]
P.O. Box 7966 - Rocky Mount, NC 27804 - [phone]
www.applanengineers.com • [e-mail]

�
NASH COUNTY
DETENTION FACILITY
EXPANSION
of z1r_
�
REV. 6-15-21
USGIS MAP
CONSULTING ENGINEERS, P.A.
CIVIL MUNICIPAL & STRUCTURAL ENGINEERS
'11rilrilrWr
SHEET #:
P.D. Box 7966 / Rocky Mount, N.C. 27804
AipipmlAn
F —Mail; odmin0oppionengingers,com

IrVrilrilr
■ ,-, Y E
? 0
CONSU TI G ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
P.O. Box 7966
Rocky Mount, North Carolina 27804
252.972.7703 Phone
252.972.7638 Fax
[e-mail]
www.appianengineers.com
DATE:
TO:
LETTER OF TRANSMITTAL
June 17, 2021
PROJECT:
APPIAN JOB NO.: 20-031
-tC
NCDEQ DWR (Raleigh Regional Office) -%e_
1628 Mail Service Center
Raleigh, NC 27699-1628
G,y
Nash County Detention Facility Expansion
GENTLEMEN: We are sending you ❑ herewith ❑ under separate cover:
SUBMITTAL FOR:
CODE
FOR APPROVAL
1
FOR YOUR USE
2
❑
AS REQUESTED
3
❑
BID TAB DISTRIBUTION
4
❑
APPROVED PERMITS
5
❑
PRINT
COPIES
1
1
1
1
1
DRAWING NUMBER
(REVISION NO. OR DATE)
#27786
ACTION
CODE
APPROVED
A
❑
APPROVED AS NOTED
B
❑
NOT APPROVED
C
❑
REVISE AND RESUBMIT
D
❑
PLEASE SIGN AND RETURN
j E
❑
DESCRIPTION
Check for $480 Application Fee
Plan Set
FTSE Flow Tracking Form
FTA 04-16 Fast Track Application (orginal and copy)
USGSlAerial Maps
REMARKS:
Here are the items in regard to the review of the Sewer expansion of Nash County Detenion Facility.
Thank you, Ryan
Sent by: First Class Mail
UPS Next Day l AM
❑
UPS Next 2nd Day
❑
Federal Express
❑
Faxed
❑
Hand Delivered
❑
Pick Up
❑
cc: File
If enclosures received are not as listed above, kindly notify at once.
Thank you.
BY (ifi'(M@ Date
P(Mr'0 Yx+UeW• eon,
Received By
Date
CODE