WQ0040105_Issuance of Permit_20180625

Water Resources
ENVIRONMENTAL QUALITY
June 25, 2018
Phillip Price, Vice President of Administrative Services
Central Carolina Community College
A30, Hockaday Hall, 1105 Kelly Drive
Sanford, NC 27730
Subject: Permit No. WQ0040105
Central Carolina Community College
Chatham Health Sciences
Wastewater Collection System Extension Permit
Chatham County
Dear Mr. Price:
ROY COOPER
Govei not
MICHAEL S. REGAN
Sea etmy
LINDA CULPEPPER
Into tm Dn ectoi
In accordance with your application received May 22, 2018, we are forwarding herewith Permit No.
WQ0040105 dated June 25, 2018, to the Central Carolina Community College (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permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a permit modification request for a
'name change must first be approved by this office.
Condition 11.4: 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.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §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.
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 150B of North Carolina 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.
Division of Water Resources. Raleigh Regional Office, Water Quality Operations Section www iicwaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone- [phone]
T nratmiv 'AROA Rnz off r),,i n Ralniah NIP 77(,0X) P,, (Q1 Q) 7RR-71 SQ

Chatham Health Sciences - Central Carolina Community College
Permit No. WQ0040105
If you need additional information concerning this matter, please contact Thomas McKinney at (919)
791-4233 or via e-mail at thomas.mcl<[e-mail].
Sincerely, // /
for Linda Culpepper
Interim Director, Division of Water Resources
,byS. Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Gareth Avant, PE, McKim & Creed, Inc. (via email: [e-mail])
Chatham County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
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 the
Central Carolina Community College
Chatham County
for the construction and operation of approximately 97 linear feet of 8 -inch gravity sewer to serve a
community college building with 400 students (15 gallons per student), as part of the Chatham Health
Sciences project of Central Carolina Community College, and the discharge of 6,000 gallons per day of
collected domestic wastewater into the Old North State Water Company's existing sewerage system,
pursuant to the application received May 22, 2018, 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 Environmental Quality and considered a part of
this permit. 11
This permit shall be effective the datelf/issuance until rescinded and shall be subject to the specified
conditions a limitations o tained th in.
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0040105
Permit Issued: June 25, 2018
Page 3 of 8

t
Central Carolina Community College 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 Briar Chapel Utilities Wastewater
Treatment Facility in accordance with Permit Number WCL0028552.
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-C-r-iter-ia-adopted-Februar-y-1-2-,-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
No special conditions
11. 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. [15A 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 everyday (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 2B .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.
i. Right-of-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 shall be maintained for the life of the system.
5. 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 [phone].
Persons reporting any of the above occurrences shall file a spill report Gy completing and submitting - --
Part 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. 143-215.1C(a1)]
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 tc
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational 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. Final 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.
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. Gravitysewers installed greaterthan ten percent belowthe minimum required slope perthe 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 priorto completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee 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 Criteria 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. [15A 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 TRACT( SEWER ENGINEERING CERTIFICATION
PERMITTEE: Central Carolina Community College
PERMIT #: WQ0040105
PROJECT: Chatham Health Sciences
ISSUE DATE: June 25, 2018
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 mannerthat documents the Division's receipt. Send the required documentation
--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 violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ 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 wizhin substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Grzvity 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 Main's 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 Comments/Qualifiers (attach if necessary):
Division of Water Resources, Raleigh Regional Office, Walcr Quality Opciations Section www ncwaterquality org
1628 Mall Service Center, Ralcigh, NC 27699-1628 Phone: [phone]
T —i;— qRM P_r it nlr T2olairth -NT(' 77,00 Fns • (Q1 Ql 19Q-71 SQ

D -W -R
State of North Carolina
Department of Environmental Quality
Division of Water Resources
�-- 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DWWbtOn of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: IV �Q O q U l p (w be completed by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Central Carolina 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: Phillip Price per 15A NCAC 02T .0106(6)
Title: Vice President of Administrative Services
4. Applicant's mailing address: A30 Hockaday Hall, 1105 Kelly Drive
City: Sanford State: NC Zip: 27730-
5. Applicant's contact information:
Phone number: 919 718-7214 Email Address: pVLnce(@cccq.edu
H. PROJECT INFORMATION:
1. Project name: Chatham Health Sciences Central Carolina Community College
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: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.8140° Longitude: -79.08950
5. Parcel ID (if applicable): AKPAR: 92651
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer. Gareth Avant License Number: 036348
Firm: McKim & Creed, inc.
Mailing address: 1730 Varsity Drive, Suite 500
City: Raleigh State: NC Zip: 27606 -
Phone number: 919 233-8091 Email Address: g-avant(almckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Briar Cha ei Utilities Wastewater Treatment Facilfty Phases A and B
Owner Name: Old North State Water Com an LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00033227 (Herndon Woods & Pump Station "C")
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Old North State Water Company, LLC
FORM: FTA 04-16
Permit Number: W00028552
Page 1 of 5
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Permit Number: W00028552
Page 1 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 Agreement (FORM: DEV) been attached?
❑ Yes ®No ❑N/A
3. If the Applicant is aHome/Property Owners' Association, has an Operational 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 / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ 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 % Commercial
_ % Industrial (See 15A NCAC 02T.0 103(20))
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(0? ® Yes ❑ No
➢ If Yes. provide a copv,of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 2ZT.0114 t0
Daily Design Flow lb
No. of Units
Flow
Community College
15 gal/student
400
6,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1 7,500 GPD
a See I5A NCAC 02T .0114(b), (d), (e)(1) 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 Ill shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6.000 GPD (per 15A NCAC 02T.01 I
D Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
97
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 (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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 (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13).
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 - I. 5A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, sball 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)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (Q)
t. 1 CA MPMP MT MAQ1A enntainc minimum ai-mrntinnc that chall he nrnvided fnr sewer systerns'
® Yes ❑ No
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 tines orizontal - reclaimed over sewer
2 feet
"Any private of public water supply source, including any wells, WS -I waters of Class I or
Class II im ounded 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, impoundmdnt,.or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
An basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interce for drains
5 feet
AM swimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC 02T.030564 contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webua e
If noncompliance with 02T.0305 or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ Seethe Division's draft separation requirements -for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffei-ed Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 105(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, storrawater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 021.0402, "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
D 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 02T, the iyliiiinunn Design Ctiterfu for the Perinittirig of Pump Siniions
.-and Force Mains 6sitcst vamionl; and the, Gr.►vily_Selver Minimum Design Criteria (lincst 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 oP the request is required prior to submittal of the Fast Track An6lication and supnoriinc,
documents.
2. Professional Engineer's Certification:
I, 4%fe4VWXJ1l7—
attest that this application for
(Professional Engineer's name from Application Item [ILL.)
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 143-215.6B, 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 tip to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
,OQotssio,� �L
_ S
036348-
ff�•Il111111j1'
3. Applicant's Certification per 15A NCAC 02T .0106(b):
� P�,fJlfp /s�Y� rCG der, 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 143-215.6B, 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:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Old North State Water Company, LLC
Project Name for which flow is being requested: Chatham Health Sciences, CCCC
More than one FTSE maybe 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: Briar Chapel Utilities Wastewater Facility Phases A and B
b. WWTP Facility Permit #: WQ0028552
All flows are in MGD
c. WWTP facility's permitted flow 0.330
d. Estimated obligated flow not yet tributary to the WWTP 0.145
e. WWTP facility's actual avg. flow 0.151
f. Total flow for this specific request 0.008
g. Total actual and obligated flows to the facility 0.304
h. Percent of permitted flow used 92.12%
H. 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***
LS C 0.259 0.06475
0.0014
0
0.0014
0.061
LS A 0.983 0.28
0.10
0.049
0.149
0.131
* 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): Herndon Wood & Pump Station "C"
Downstream Permit Number: WQ0033227
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Michael Myers (President) 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.
Signing
Page 2 of 6
�Y F7 /u
Date
FTSE 04-16

FAST TRACK SEWER APPLICATION NARRATIVE
Chatham Health Sciences
Central Carolina Community College
Chatham County, North Carolina
May 7, 2018
Prepared for:
Central Carolina Community College
1 105 Kelly Drive
Sanford, North Carolina 27330
Prepared By:
v -
v M-ICKW&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 07128-0002
-zo160

Chatham Health Sciences
Central Carolina Community College
May 7, 2018
PROJECT NARRATIVE
The purpose of the project is to construct utility infrastructure to support the
proposed Chatham Health Sciences facility in Chatham County, NC. The
improvements planned in this phase are internal to the Chatham Health Sciences
parcel and will connect to previously designed infrastructure for SD West Water
Main Relocation project (WQ0038847). All flows in the system will ultimately tie
to an existing pump station that was approved through previous permits
(WQ0033227).
SD West was permitted based on uncertain future outparcels and tenants.
Preliminary modeling was provided to appropriately size the gravity sewer to
serve the overall SD West development of which the Chatham Health Sciences
facility is a part. A table calculating the future expected flows was included with
the SD West permit. Based on the future flow estimation, 6,000 gpd has been
assigned to the Chatham Health Sciences facility based on a 400 student facility.
The system will gravity to an existing pump station approved through previous,
permits (WQ0033227).
The sewage and wastewater collected by this system will be treated in the on-site
wastewater treatment facility:
WWTP Facility Name: Briar Chapel Utilities, LLC
WWTP Facility Permit #WQ0028552

Summary of future anticipated sewer flows to be permitted:
Briar Chapel — SD West
Anticipated Sewer Flows
Per 15A NCAC 02T.0114 Guidelines
Anticipated Tenant
Daily Flow Rate
Anticipated
I Multiplier
Anticipated Flows
Northern Gravity System
COMMUnfty CoNeg,a
15 gaVdaudeM I MA Mdents
6,000 GPD
Southern G avitv S stem
Retail(w/food service
130 al/1000 sf 16,000 sf
2,080 GPD
Office(general business
25 gal/employee 50 employees
1,250 GPD
Restaurant
40 al/seat 150 seats
6,000 GPD
Multi -family 500 bedroom
56gal/day 500 bedrooms
28,000 GPD
Gas Station
250 al/fixture 1 5 fixtures
1,250 GPD
Grocery
60 al/100 sf 1 50,000 sf
30,0000 GPD
Total Anticipated Flows:
74,580 GPD

MAPS

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Chatham Health Sciences
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STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1300, SUB 9
DOCKET NO. W-1230, SUB 1
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Old North State Water Company, )
LLC, and Briar Chapel Utilities, LLC, for Authority to ) ORDER ALLOWING
Transfer Sewer Utility Franchise in Briar Chapel ) RECOMMENDED
Subdivision in Chatham County, North Carolina, to ) ORDER TO BECOME
Old North State Water Company, LLC, and for ) EFFECTIVE AND FINAL
Approval of Rates )
BY THE COMMISSION: On April 20, 2015, Hearing Examiner Ronald D. Brown
issued in the above -captioned docket a Recommended Order Approving Transfer,
Granting Franchise, Approving Rates, and Requiring Customer Notice. The parties have
jointly requested that the Commission adopt the Recommended Order as a Final Order.
Based upon the foregoing, the Commission is of the opinion that the request that
the Recommended Order be adopted as the Final Order should be granted.
IT IS, THEREFORE, ORDERED that the Recommended Order entered in this
docket on April 20, 2015, is hereby adopted as the Final Order of the Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 201h day of April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
A6L l .Moumjr
Gail L. Mount, Chief Clerk
Commissioners Susan W. Rabon and ToNola D. Brown -Bland did not participate.

r
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1300, SUB 9
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
OLD NORTH STATE WATER COMPANY LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
BRIAR CHAPEL SUBDIVISION SERVICE AREA
(including HERNDON WOODS SUBDIVISION)
Chatham County, North Carolina
subject to any orders, rules, regulations,
and conditions nor or hereafter lawfully made
by the North Carolina Utilities Commission
ISSUED BY ORDER OF THE COMMISSION.
This the 20th day of April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
rA6L �-Me)u-m*
Gail L. Mount, Chief Clerk