WQ0043254_Application (FTSE)_20220223

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number;\-0(. p `. (to be completed b.:DWR)
All items must be completed or the application wilt be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Wilson Community College(company,municipality, HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Jessica S.Jones per 15A NCAC 02T 0106(b)
Title: VP of Finance/Administrative Services SIC Dept of Environmental uality
4. Applicant's mailing address: 902 Herring Avenue -
City: Wilson State: North Carolina Zip: 27893-3310 FEB 022
5. Applicant's contact information:
Phone number: (252)246-1 221 Email [e-mail] Raleigh Regional Office
II. PROJECT INFORMATION:
1. Project name:Wilson Community College Building S
2. Application/Project status: ® 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.
If new construction,but part of a master plan,provide the existing permit number: WQ00_
3. County where project is located: Wilson
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.723753 Longitude:-77.892518
5. Parcel ID(if applicable): 3722-80-7095.000,3722-80-6151.000,3722-80-4129.000(or Parcel ID to closest downstream
sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher R. Petree License Number: 041935
Firm:Timmons Group
Mailing address: 5410 Trinity Road,Suite 102
City: Raleigh State: North Carolina Zip: 27607-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Hominy Creek Water Reclamation Facility(WRF) Permit Number: NC'0023906
Owner Name:The City of Wilson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00021
2. Downstream (Receiving) Sewer Information: 8 inch 24 Gravity ^l Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
FORM: FTA 06-21 Page 1 of 5

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Owner Name(s): City of Wilson
FORM: FTA 06-21 Page 2 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 El No ® N..A
2. If the Applicant is a Developer of lots to be sold,has a j velotcr's Operational Agreement(FORM: DEN/been attached?
El Yes El No ® NA
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA) and
supplementary documentation as required by I 5A NCAC 02T.01 15(c)been attached?
❑ Yes ❑No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually 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 PooliClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool,'Filter Backwash
❑ Businesses/offices/factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater : 100%Domestic .%Commercial_ %Industrial (See 15A NCAC 02T_0103(20j)
If Industrial, is there a Pretreatment Program in effect? ❑Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.01 l40-1? ❑ Yes ® 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 ° No.of Units Flow
School with cafeteria,gym and showers 15 gal/student 100 1,500 GPD
gall GPD
gal/ GPD
gal/ GPD
gal. GPD
gal,' GPD
Total 1,500 GPD
a See 15A NCAC 02T,01 I4tb), (t).LOLL)And le)(?) for caveats to wastewater design flow rates(i.e., minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.42A-4).
b Per 15A NCAC 02T .0114(c),design flow rates for establishments not identified[in table I SA 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: 1,500 GPD(per 15A 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 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)- 02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
•
Size(inches) Length(feet) Material
N/A
•
> 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC (Pump Stations;'Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:Wilson Community College Building S Pump Station
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.7245464' Longitude:-77.891475°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0196 million 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): 13.6 gallons per minute(GPM)at 26.96 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
1.5 897 HDPE
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with I 5A NCAC 02T_0305(lt)(I):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry- I 5A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per clay
➢ 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 15A NCACO2T.0305(h)(1)(C):
® 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 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 4 of 5

IX. SETBACKS&SEPARATIONS (02B.0200 & 15A NCAC 02T.0305(t)):
1. Does the project comply with all separations/alternatives found in 15A NtiAC 02T.0305((1& ? ® Yes ❑ No
15A NCAC 02T,0305(f)contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
2Water 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 I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 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 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. 10 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 inches
➢ If noncompliance with 0210305(f)or ig),see Section Xi of this application
*I 5A NCAC 02T,0305.(g)contains alternatives where separations in 02T_03050 cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Sgrface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ 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? ®Yes Basin name:Neuse ❑ No
If yes,does the project comply with setbacks found in the river basin rules per I5A NCAC 0213.02009 ® Yes ❑ No
➢ This includes Trout Buffered Streams per l5A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® 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 I5A NCAC 02T,0105(c)(6)(additional permits/certifications)? ® Yes ❑ No
Per I5A NCAC 02T.0105ic)(6),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 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 06-21 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A.NCAC 02T, the Minimum Design Criteria for the Permitting of Pum_ 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 variance, complete and submit the Variance/Alternative 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 times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project.the full technical review is required.
2. Professional Engineer's Certification:
I, �1NSPbll [ � * ,attest that this application for Wilson Community College Building S Pump Station
(Professional Engineer's name from Application Item III.1 ) (Project Name from Application Item II.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 my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Critena for Gravity Sewers(latest version),and the Minimum Design Cntena for the Fars-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 may
include a fine not to exceed$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 NCAC 56.0701)
North Carolina Professional Engineer's seal,signature,and date: `�
O .-; .sS,. . /.
•• ' EAL •
1 041935 Oi �
Z
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Jessica Jones ,attest that this application for Wilson Community College Building S Pump Station
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 1I.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
[ 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. 1 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 143-215.6B, 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: / Date: ST&X,1662-,1-'
FORM: FTA 06-21 Page 6 of 5

State of North Carolina
1 ittDepartment of Environmental Quality
�' Division of Water Resources
qE\
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Wilson Community College
Project Name for which flow is being requested: Wilson Community College Building S
More than one FTSE may 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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hominy Creek Water Reclamation Facility
b. WWTP Facility Permit#: NC0023906
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 0.5418
e. WWTP facility's actual avg. flow 9.70
f. Total flow for this specific request 0.0015
g. Total actual and obligated flows to the facility 10.24
h. Percent of permitted flow used 85.33
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,
Average Daily Approx. Not Yet Total Current
Pump Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm/pf), Daily Flow, Daily Flow, Obligated Available
Number) MOD MOD MGD MGD Flow Capacity***
Longview 10.896 4.359 2.52 0.205 2.725 1.634
Statonsburg 16.128 6.451 2.30 0.340 2.640 3.811
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor(pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is¢0.
Downstream Facility Name (Sewer): City of Wilson
Downstream Permit Number: WQCS00021
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I W.T. Bass IV, PE certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
2/l6/Z2
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

••••
•
5410 Tnnity Road P 919.866.4951
TIMMON5 GROUP Suite 102 F919.859.5663
Raleigh,NC 27607 www.timmons.com
February 22, 2022
Scott Vinson -Water Quality Regional Operations Section Regional Supervisor
Raleigh Regional Office Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Dear Mr. Vinson,
Timmons Group is pleased to submit the following Fast-Track Sewer System Extension Application on
behalf of Wilson Community College (WCC) for the WCC Building S pump station. The WCC Building
S pump station has been designed to serve a total of 100 students at 15 GPD/student/day for a total
of 1,500 gallons per day (GPO) per 15A NCAC 02T .0114 Wastewater Design Flowrates. Using a 3.0
peaking factor over a period of 8 hours, the peak influent rate is 9.4 gallons per minute (GPM). The
pump station has been designed to operate at 13.6 GPM and 27 feet of total dynamic head (TDH)
utilizing dual 1 HP submersible grinder pumps.
The following Fast-Track Sewer System Extension Application includes one original and one copy of
the following:
1. A check for$480.00 payable to NCDEQ,
2. Fast-Track Sewer System Extension Application (FTA 06-21),
3. An 8.5"x11"aerial location map showing general project area and street names,
4. An 8.5"x11" color copy of a USGS Topographic Map identifying the project area,
closest surface waters, and downstream connection point,
5. An 8.5"x11"color copy of a Wilson County Topographic Map for a closer view,
6. A Power Reliability Letter from the Director of Facilities at Wilson Community College,
and
7. An executed Flow Tracking/Acceptance Form (FTSE 04-16) from the owner of the
downstream collection system
We look forward to hearing from you regarding this Fast-Track Sewer Extension application. If you
have any questions or need any additional information, please don't hesitate to contact me at
919.532.3234 or chris.petreetimmons.com at your convenience.
SincereI
/;4 ';'17
C ristopher R. Petree, PE, DBIA
Manager, Water Infrastructure Carolinas
ENGINEERING I DESIGN I TECHNOLOGY

WILSON
COMMUNITY P.O.Box 4305 • 902 Herring Avenue • Wilson,North Carolina 27893
COLLEGE
,8.._‘.,
January 24, 2022
Scott Vinson
Regional Supervisor
Water Resources Program
North Carolina Department of Environmental Quality
217 West Jones Street
Raleigh, NC 27603
Mr.Vinson,
Wilson Community College has a backup power source (portable generator)for the pump station to be
installed at the new Building S Lee Technology Center campus location, Wilson, North Carolina. The
portable generator has sufficient capacity to supply power to the pump station in case of a power
outage. The portable power generation unit, associated appurtenances and personnel are available for
distribution and operation of this pump station. The portable generator has a quick connect and manual
activation and will be stored for use when there is a power loss.The pump station itself will have a
control panel with telemetry and be able to send alarms for power outages or other failures. The
portable generator is stored on the Wilson Community College's main campus and can be mobilized and
on-site within 15 minutes of notification.
If you have any questions or need additional information, feel free to contact me at [phone] or
email me at [e-mail].
Sincerely,
Ray Owens
Director of Facilities
Equal Opportunity Institution

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• •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS. NC Dept of Environmental Qualit
FEB 712022
TRANSMITTAL Raleigh Regional Office
TO: NCDEQ — Raleigh Regional Office Date: 02-22-2022 Job #: 47793
3800 Barrett Drive Project: Wilson Community College
Raleigh, NC 27609 Reference:
Copies Sent To:
ENCLOSED PLEASE FIND:
0
0
COPIES DATE NUMBER DESCRIPTIONrn
r�
2 01/27/22 FTA 06-21 & Supporting Documentation z
2 01/25/22 $480.00 Application Fee cyl
LA
2 01/12/22 Site Map Lrl
2 01/12/22 USGS Topographic Map °` O1
2 02/09/22 Wilson County Topographic Map o
2 01/24/22 Power Reliability Letter y
2 02/16/22 FTSE 04-16
-46
THESE ITEMS ARE TRANSMITTED: cc
If enclosures are not as noted, please notify us at once. .E
01
COMMENTS: o Q,
Please feel welcome to contact me with any questions at 919-532-3234 or v'
[e-mail]. E
0 0
V
0
Thank you, F E
•
Chris Petree, PE SIGNED: s � — Y
Sr. Project Manager Chris Petree, PE z
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