WQ0033650_Application (FTSE)_20200724

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — CAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlslaa of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: f✓ 0(1 )3 ,j Q ""— be completed by dWR) _
All items must be completed or the 2niflication will be returned
I. APPLICANT INFORMATION: qbv
1. Applicant's name: Johnston County Public Utilities (company, municipality, HOA, utilily, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Chandra C. Farmer. PE per 15A N :AC 02T .01.. 06tb)
Title: Public Utility Director
4. Applicant's mailing address: PO Box 2263
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT INFORMATION:
1. Project name: Cleveland High School Pumn Station CY
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project o
If a modification, provide the existing permit number: WQ0033650 and issued date: 07/09/2015 0 0
If new construction but part of a master plan, provide the existing permit number: WQ00> CNO
3. County where project is located: Johnston
o
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.56154 ` Longitude:-78.49512= a
U
5. Parcel ID (if applicable): 164500-99-5194 CIO
(or Parcel ID to closest downstream sewer) U
z
II1. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew Hodge. PE License Number: 21094
Firm: Adams and Hodge Engineering, PC
Mailing address: 314 East Main Street
City: Clayton State: NC Zip: 27520-
Phone number: 9(_19) 369-1938 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston County Regional WWTF Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0033718 Downstream (Receiving) Sewer Size: 20 inch
Sristem Wide Collection Svstem Permit Numberf s) f if 7pnlicable 1: WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16 page I of 5

VI. GENERAL REQUIREMENTS
L 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 Develo er'S O "rational Agreement FOR&L• DEY-1 been attached?
[:]Yes ❑No ®NSA
3. If the Applicant is a I kc,jie Propertw O%tincrs' Association, has an Orerational _ gecment [I .ORNI:_ H.._QAl been attached?
❑ Yes [—]No [DWA
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 / dental / veterinary facilities ❑ Swimming Pool /Clubliouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool.Tilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See ] 5A NCAC 02T .0103t20D
�pIs there a Pretreatment Program in effect? []Yes ❑ No
6. Has a flow reduction been approved under 1.3A NCAC 02T .0114 f)? ❑ Yes ❑ No
If ves, rovide a copy of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 I4(f))
Daily Design Flow "''
No. of Units
Flow
gaU
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
GPD
a See 15A NCAC 0 T .0114 I I and 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 C_S. 42A-41.
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 0?T.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 15A NCAC 021.01 14
7 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: W00033650
❑ 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 (GraN its Sewers);
1_ Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 +/-2845 PVC
Section II & 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.-Torce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Cleveland High School Pumo Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.56154' Longitude:-78,49512`
3. Design flow of the pump station: 0.09216 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 276 gallons per minute at 57.8 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 +/-1954 PVC
6. Power reliability in accordance with I SA NCAC 02T .0305th)(I ):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
9 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):
7 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 Page 3 of 5

IX. SETBACKS & SEPARATIONS —(02B.0200 & 15A NCAC 02T.0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02 f .0305 K [R Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systemc
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
Glass 1I 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 nominal
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 buildin foundation
5 feet
Any basement
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 inches:::::]
15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
7 "Stream classifications can be identified using the Division's NC Surface %Vater Classifications webpage
If noncompliance with 02T.0305(f) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes [-]No ❑ N;'A
See the Division's draft separation requirements for situations where separation cannot be meet
9 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 riles per I5A NCAC 02B .0200? ® Yes ❑ No ❑ NSA
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?
i Information can be obtained from the 401 & Buffer Permittin Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 c 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, slormwater 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
9 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 -Vide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CC, RTWUCATIONS:
1. Does the submitted system comply with 15A NCAC 02T. the Minimum Design Qritcria foi the Permitting of Puns Stationj
and Force Mains (la:est version), and the Gravid Sewerklinimum Design Critera f latest version) as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is i'e uired prior to submittal of the Fast Track Application and supportine documents.
2. Professional Engineer's Certification:
I, Andrew Hodge, PE attest that this application for
(Professional Engineer's name from Application Item U 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 143-215.613, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chandra C. Faimer, PE - Public UOtY Director _ attest that this application for
(Signature Authority's name & title from Application Item I.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. 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. 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 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 welt as civil penalties up to $25,000 per violation.
Signature: Date:�"-
FORM: FTA 04-16 Page 5 of 5

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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 9, 2015
Chandra Coats, P.E., Public Works Director
Johnston County
P.O. Box 2263
Smithfield, NC 27577
Subject: Permit No. WQ00033650 Modification
Johnston County
Cleveland High School Pump Station
Wastewater Collection System Extension Permit
Johnston County
Dear Ms. Coats:
Donald R. van der Vaart
Secretary
In accordance with your application received June 11, 2015, and additional information received on July
8, •2015, we are forwarding herewith Permit No. WQ0033650 Modification dated July 9, 2015, to
Johnston County (Permittee) for the construction and operation upon certification of the subject
.wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, shall void Permit No. WQ0033650 issued March 31, 2010, and shall be subject ,to the
conditions and limitations as specified therein. This cover letter shall be considered a part of this permit
and Is therefore Incorporated therein by reference.
This modification changes the permitted sewer line lengths and Increases the capacity of the pump
station.,
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11A Requires that the wastewater collection♦ facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Sp Je the responsibility of the Permittee to ensure that the as -constructed project meets the
—date design criteria and rules. Failure to comply may result In penalties in accordance with North
,j General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
_...i ftvater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be In the form of a written petition, conforming to Chapter 150E of North Carolina
Division of Water Rmourm, Raleigh Regional Office, Water Quality Operations Section www.nowaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: (919) 791A200 ,
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]
An Equal Oppodrj nlly 1 Affirmalive Action Employer - Made in pad by recycled paper

Johnston County
Permit No. WQ0033650 Modification
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
if you need additional Information concerning this matter, please contact Ted Cashion at [phone]
or via e-mail at [e-mail].
Sincerely,
idol I W�
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by S. Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDENR
cc: Steven S. Sanderson, P.E., Sanderson Engineering, Inc., P.O. Box 2016, Wendell, NC 27S91
Johnston County Health Department
Raleigh Regional Office Files ..
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

A
�CDE�IR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAND'NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Johnston County
for the construction and operation of approximately 2,845 linear feet of 8-inch gravity sewer, a 160—
gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch as well as approximately 1,954
linear feet of 4-inch force main to serve a school and residential subdivision as part of the Cleveland
High School Pump Station project, and the discharge of no additional gallons per day of collected
domestic wastewater (flows to be -allocated with future connections to this line) into the Johnston
County, existing sewerage system, pursuant to the application received June 11, 2015, and additional
information received on July 8, 2015 and In conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 and updated in 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 data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit. ;J- L
This permit shall be effective from the ate of issuance until rescinded and shall be subject to the
specified cand' drinedttherein.
forS. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0033650 Modification
Permit Issued: July 9, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Johnston County is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Central Johnston County
Regional Wastewater Treatment Facility In accordance with Permit Number NC0030716.
Permitting of this project does not constitute -an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated March 2008, as applicable, and 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, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
NONE
II. STANDARD CONDITIONS
1. This permit shall not be -transferable. In the event there Is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. 115A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC. 2T; the Division's 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 unless
specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an Individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an Individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and' shall be actively maintained.
c. An operation and maintenance plan including pump station Inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be Inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be Inspected
at least once per week.
e. High -priority sewer lines shall be Inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system -shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 28.0506(a), and public notice shall be provided as required by North
- Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows: _
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments, The plan shall also
Include legal means for inspections of the grease Interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-df--ways and easements shall be maintained In the full easement width for personnel and
equipment accessibility.
J. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shali be maintained for the life of the system.
S. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility
Incapable of adequate wastewater transport, such as mechanical or electrical failures. of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
Initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Pa.rt I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S.143-
215AC(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents..are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior'to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
'Wthe permit is issued to a private entity with an Operifibnal Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form Is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall Include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Ffnai record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes; etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple 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.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
In non-compliance with this permit (including pipe length Increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on Its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle In the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the constructian,�ecord drawings shall be maintained on file by the PermittqLe for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, and updated March 2008 as
applicable; the Division's Minimum Design�Cri#eria for the Fast -Track Permitting of Pump Station and...
Force Mains adopted June 1, 2000 and updated March 2008 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of. the North Carolina -licensed
Professional Engineer to the licensing board. 115A NCAC 02T .0104;15A NCAC 02T .0108(b-c)]
11. in the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation -of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110;15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERM17TEE: Johnston County
PERMIT#: WQ0033650 Modification
PROJECT: Cleveland High School Pump Station.
ISSUE DATE: July 9, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
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 Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a vioiation 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.
PERMITTEVS 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 portions thereof. „t
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ([periodically, ❑ weekly, LJ 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/signature & date:
❑ Final ❑ Partial (include description)
Certification Cornments/Qualifiers (attach If necessary):
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1629 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]
An Equal Opportunity 1 Affirmative Action Employer— Made In pat by recycled paper

ADAMS&HODGE
E11MG11NEERING, PC
July 23, 2020
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: MODIFIED 2n' TIME
Cleveland High School Pump Station
Permit 4 WQ0033650 Modification
Johnston County
NC Dept of Environmental Qkjaliry
JUL 2020
Raleigh Regional Office
Attached is one original and one copy of a complete 2'� Modified Fast Track Application for
Gravity Sewers, Pump Stations. and Force Mains, which includes the following:
1. Complete Modified Fast Track Application for Gravity Sewers, Pump Stations, and
Forcemains (Form FTA 04-16), signed by Engineer & Town
2. $480.00 Check for Application Fee
3. USGS Quad Map showing approximate site location
4. Street Level Map
5. Copy of existing permit dated 07/0912015
NARRITIVE:
This Modification is to increase the pump flow rate from 160 GPM to 276 GPM. There is ZERO
flow allocated to this permit and ZERO additional flow requested. There is no increase length of pipe
requested.
On March 31, 2010, the original design Engineer was issued a permit where the pumps were
rated at 85 GPM & 80 TDH. Then the original design Engineer submitted for and on July 9, 2015, was
issued a modified permit to increase the pumps to 160 GPM & 73.4 TDH.
During the pump station start up, the pumps actually provided 276 GPM & 57.8 TDH. Since the
pump rate has a capacity increase of greater than 5%, we are requesting a second modified permit to
account for this new information.
The gravity sewer, pump station and force main were installed in 2017. The original design Engineer
submitted a partial certification in February of 2018, which included the outfall gravity sewer. I later
submitted a final certification in March of 2018 to include the pump station and force main.
If you have any questions or comments, please give me a call at 919-369-1938 or
email to andrew.ei adamsandhodge.com.
Sincerely,
An rew I Iodge, PE
ADAMS & HODGE ENGINEERING, PC • 314 East Main Street, Clayton, NC 27520 • Office: 919-243-1332 9 Firm License # C-4187