WQ0043956_Application (FTSE)_20221109

mcgdl
November 7, 2022
W0,004-13151,0
David May, Supervisor
Washington Regional Office
North Carolina Department of Environmental Quality
Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
RE: Fast Track Sewer Application
Sewer Line Rehabilitation Project
Town of Mount Olive, North Carolina
Shaping Communities Together
REcENEDMCDENR/DWR
NOV - 9 2022
Water Qual}ty
Regional Operation Section
Washington Regional Office
Dear Mr. May:
Please find enclosed for your review one (1) original and one (1) copy of a Fast Track Sewer
System Extension Application package for the above referenced project. Please also find a check
in the amount of $480 to cover the application fee.
The overall project includes the rehabilitation and replacement of gravity sewer lines in the Town of
Mount Olive, North Carolina. Gravity sewer construction includes 8,000 LF of CIPP lining in
existing 8" sewer line, the replacement of approximately 400 LF of 8" gravity sewer, manhole
rehabilitation and replacement, and service lateral replacement up to the right-of-way.
There are several segments of existing sewer line that are proposed to be rehabilitated as a part of
this project are below minimum grade. A Sewer Variance Request has been submitted separately
to the NCDEQ to regarding these segments.
If you have any questions during your review or require further information regarding this project,
please do not hesitate to give me a call at 910-295-3159.
Sincerely,
MCGILL ASSOCIATES, P.A.
L��
DAVID L. HONEYCUTT, P.E.
Principal/Pinehurst Office Manager
Enclosures
cc Jammie Royall, Town Manager, Town of Mount Olive
20.04017/ RS . FTA.20221107. doc
MCGILL ASSOCIATES 5 REGIONAL CIRCLE, SUITE A, PINEHURST, NC 28374 / 910.295.3159 / MCGILLASSOCIATES.COM

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Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: v v a 0 0 ( totbe Wed by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of \'fount Olive (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
(11 Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Jammie Royall per 15A NCAC 02T .01061b)
Title: Town Manager
4. Applicant's mailing address: P.O. Box 939
City: Mount Olive State: NC Zip: 23365-
5. Applicant's contact information:
Phone number: [phone] Email Address: j royail ttotiniofntountolivenc.cont
IL PROJECT INFORMATION:
1. Project name: Sewer Line Rehabilitation Project CDBG project # 15-1-3161 and 20-11-3610
2. Appticatian/Projectstatus: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
Finny construction, but part of a master plan, provide the existing permit number. WQ00
3. County where'project is located: Wayne
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.187622° Longitude:-78.074169'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer. David (, Honeycutt
Firm: McGill Associates, P,A,
Mailing address: 5 Regional Circle, Suite A
City: Pinehurst State: NC Zip: 28374-
License Number: 034999
Phone number. [phone] Email Address: david.honeycut at�mcgillassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mount Olive Waste Water Treatment Plant Permit Number: NC0020575
Owner Name: Town of Mount Olive
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ
2. Downstream (Receiving) Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System \Vide Collection System Permit Number(s) (if applicable): WQCS010129
Owner Name(s): Town of Mount Olive
FORM: FTA 06-21
Page 1 of 5

Vf. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM; F EV) been attached?
❑ Yes ❑ No Z N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FARM; HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
❑ Residential (Leased)
0 School / preschool / day care
0 Food and drink facilities
❑ Businesses / offices / factories
El Retail (stores, centers, malls)
0 Retail with food preparation/service
❑ Medical / dental / veterinary facilities
® Church
0 Nursing Home
0 Car Wash
0 Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0I03(201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(1)? 0 Yes E No
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'a
No. of Units
Flow
gal/
GPD
gall
GPD
gal!
GPD
gal/
GPD
gaU
GPD
gal/
GPD
Total
0 GPD
a See ISA NCAC 02T .011401 (d). (e)(I) and (c)421 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development aces; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per ISA NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per I 5A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number. issuance Date:
Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & JIPC (Gravity Sewer*
1. Summarize gravity sewer to be permitted:
Size (incises)
Length (feet)
Material
8
8,000
CIPP
8
400
PVC
➢ Section [I & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section [II contains infomration related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & JVIDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR., EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: NIA
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at
5. Summarize the force main to be permitted (for this Pump a tion):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identity the method of solids reduction per
MDCPSFM Section 2.0 IC.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)( I):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(l)(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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day I5A NCACO2T.0305(hXI XC):
0 Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> If the portable power source or pump is dedicated to tultiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timefrarnes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separationsfalternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems•
®Yes ❑No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
Water mains (vertical - water over sewer preferred, 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 1 or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
16 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 incites
➢ If noncompliance with 02T,0305(t) or (g), see Section X.1 of this application
* 15A NCAC 02T,0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please cheek `yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications tveb➢age
2. Does this project comply with the minimum separation requirements for water mains? ® Yes El No 0 N/A
> If no, please refer to 15A NCAC 18C.0406(f) for documentation requirements and submit a separate document,
signed/sealed by an NC limed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No E] N/A
> Please provide supplementary information identifying the areas of non-confonnance.
> See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? 0 Yes Basin name: ® No
If yes, does the project comply with setback found in the river basin rules per ISA NCAC 02B .0200? ❑ Yes ❑ No
D This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide individual permits Q Yes El No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with ISA NCAC 02T.0105(01(6) (additional perntitslcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.019S(e16), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 ISA NCAC 02T.0403(aX5) or the permittee's individual System -Wide Collection permit
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
And Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single valiance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review tithes. For projects requiring two or more variances or where the variance is determined by the Division to be a
si,anificant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
l n n J
,attest that this application for ��� L, A ,/„�,l�h /-iou !'/
(Professional Engineers naufe fmar Application [lent I11.1.) (Project Name from Application Item 11 I )
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of nay lcuowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which inay
include a fine not to exceed S 10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCA;56. 4,,t,�
1 MHItIMNIY.. O�
0 o,<cS./N"
t
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per ISA NCAC 02T .0106(b):
I, c1 mCYi E?Vt-VQ 1 attest that this application for � 1 �- (h
' Lkei
(Signature Authority Name from Applicatiat [ttm L3.) (Project Name from icatioa item CL 11
' ` I
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. [ 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 143-215,6A and I43-215,6B, 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:
FORM: FTA 06-21 Page 5 of 5
Date: \ 1 — \ — g Q

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PROPOSED SEWER LINE_ -
REPLACEMENT OR
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F'HUJIC I
20 04017
OFFICE MANAGER
U HONFYCUTT
DESIGNER
M JONES
1'HOJFG 1 MANAGER
1) HUNFYCUTT
REVIEWER
r
FRANKLIN SJ
SEWER LINE REHABILI I A 1 ION
CDBG-I GRANT NO 15-1-3161 AND 20-1.3610
TOWN OF MOUNT OLIVE
WAYNE COUNTY, NORTH CAROLINA
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HILLSBORO
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DATE
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DESIGNER
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REVIEWER
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FIGURE
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