WQ0039608_Issuance of Permit_20180521

Central Files APS _ SWP
5/21/2018
Permit Number WQ0039608 Permit Tracking Slip
Program Category Status Project Type
Non-discharge In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension,Pump Stations,&Pressure Sewer Extensions B Individual
Primary Reviewer Permit Contact Affiliation
ted Cashion
RECEIVE®/DENRI®WR
Coastal SWRule
MAY 2 5 2018
Permitted Flow
0 Water Resources
Permitting Section
Facility
Facility Name Major/Minor Region
Briar Chapel SD East Lift Station Minor Raleigh
Location Address County
Chatham
Facility Contact Affiliation
Owner
Owner Name Owner Type
Old North State Water Company LLC Non-Government
Owner Affiliation
Michael J Myers
4700 Homewood Ct
Dates/Events Raleigh NC 27609
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/8/2017 4/25/2018 5/24/2018 5/24/2018
Regulated Activities Requested/Received Events
Food preparation,other Additional information requested
Hotel/Motel Additional information received
Nursing Home
Office
Restaurant
Retail
Wastewater collection
Outfall
Waterbody Name Streamlndex Number Current Class Subbasin

ROY COOPER
Covet not
r.
t` MICHAEL S. REGAN
~ F Secretary
t�Fr
•.4 .,�.� � s�.�s> LINDA CULPEPPER
Intel on Do color
Water Resources
ENVIRONMENTAL QUALITY
May 24, 2018
Michael J. Myers, President
Old North State Water Company, LLC
4700 Homewood Court, Suite 108
Raleigh, NC 27609 -
Subject: Permit No. WQ0039608 Modification
Old North State Water Company, LLC
Briar Chapel SD East Lift Station
Wastewater Collection System Extension Permit
Chatham County
Dear Mr. Myers: -
In accordance with your application received April 25, 2018, we are forwarding herewith Permit No.
WQ0039608 Modification dated May 24, 2018, to the Old North State Water Company, LLC (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 This permit shall be effective from the date of issuance until rescinded, shall void permit
Number WQ0039608 issued December 8, 2017, 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 increases the capacity of the pump station from 400 gpm to 1100 gpm, deletes 3,850
linear feet of 8-inch force main, allows for the construction of 13,830 linear feet of 12-inch force main and
16,400 linear feet of 14-inch force, and allows wastewater to be pumped directly to the wastewater
treatment plant.
Please pay particular attention to the following conditions contained within this permit:
Condition 1.1: Each pump station shall be clearly and conspicuously posted using a weatherproof sign
with a pump station identifying name/number, 24-Hour Emergency telephone number,
and name of the owner/operator of the sewer system/pump station and instructions to
call the number in the event of alarm activation or other emergency.
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
Division of Water Resources,Raleigh Regional Office,Watei Quality Operations Section www.ncwaterquality org
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone [phone]
T,ncation. 1800 Rarrett Drive Raleigh NC 77609 Fax (01 01 7RR-71 cQ

Old North State Water Company, LLC
Permit No.WQ0039608 Modification
•b
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,—RaleighTNC—�
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,
for Linda Culpepper
Interim Director, Division of Water Resources
• by S. Daniel Smith, Regional Supervisor
• Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
• cc: Mark P.Ashness, P.E., CE Group (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
Old North State Water Company, LLC
Chatham County
for the construction and operation of approximately 47 linear feet of 8-inch gravity sewer,an 1,100—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 13,830 linear feet of 12-
inch force main and approximately 16,400 linear feet of 14-inch force main to serve future development
consisting of restaurants, offices, retail, hotel and nursing home facilities as part of the Briar Chapel SD
East Lift Station project, and the discharge of no additional gallons per day (flow will permitted in
subsequent permits) of collected wastewater into the Old North State Water Company, LLC's existing
sewerage system pursuant to the application received April 25, 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.
This permit shall be effective from th- ..te of issn� ce until rescinded and shall be subject to the specified
conditions and'l mitations con .'•ed herei.
4.-21 ..--- \
Linda Culpepper T
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039608 Modification
Permit Issued: May 24, 2018
Page 3 of 8

SUPPLEMENT TO PERT COVER SHEET -�
Old North State Water Company, LLC 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 Wastewater
Treatment Facility in accordance with Permit Number WQ0028552.
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
1. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. [15A NCAC 02T .0305(h)(2)]
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. [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
Page 4 of 8

Y 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)]:
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 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 by 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)]
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.
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.
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

•
y, 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 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-For-ce-tv1ains 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 Genera! 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 TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Old North State Water Company, LLC
PERMIT#: WQ0039608 Modification
PROJECT: Briar Chapel SD East Lift Station
ISSUE DATE: May 24, 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 manner that documents the Division's receipt. Send the required documentation
-- — —the-Regional Super-visor,Water-Quality-Regional-OperationsSection_at theaddress_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
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (I I periodically, I I 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 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:
n Final Partial (include description)
•
Certification Comments/Qualifiers (attach if necessary):
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone.[phone]
T,,,:,tin 12011 Ro,•rPtt Tlr.,P n.,iP,rri, 1.1r')'7r r1Q Ft-,v• 10101 7RR_'7i sa _

•
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
• =" 15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
�03g1/0� "Ao�
Application Number: �� (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Old North State Water Company,LLC(company,municipality,HOA,utility,etc.)
2. Applicant type: El Individual ❑ Corporation ❑General Partnership ®Privately-Owned Public Utility
❑Federal ❑ State/County ❑Municipal ❑Other
3. Signature authority's name:Michael J.Myers per 15A NCAC 02T.0106(b)
Title:President
4. Applicant's mailing address:4700 Homewood Court, Suite 108 NC Dept of Environmental Quality
City:Raleigh State:NC Zip:27609-
5. Applicant's contact information: APR 2 5 2018
Phone number: [phone] Email Address:[e-mail]
Raleigh Regional Office
II. PROJECT INFORMATION:
1. Project name:Briar Chapel SD East Lift Station
2. Application/Project status: ❑Proposed(New Permit) ®Existing Permit/Project
If a modification,provide the existing permit number:WQ0039608 and issued date: 12/8/17
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: 35.809°Longitude: -79.090°
5. Parcel ID(if applicable): 18911
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Mark P Ashness License Number: 18.894
Firm: CE Group
Mailing address:301 Glenwood Avenue,Suite 220
City:Raleigh State:NC Zip:27603-
Phone number: [phone] Email Address:mark n,cegroupinc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Briar Chapel WWTP Permit Number:WQ0028552
Owner Name: Old North State Water Company,LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ N/A Downstream(Receiving)Sewer Size: N/A inch
System Wide Collection System Permit Number(s)(if applicable):WQCSWQCS00372
Owner Name(s): Old North State Water Company,LLC
FORM:FTA 04-16 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 EN/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 a Home/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 /I 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 /1 Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
0%Industrial(See 15A NCAC 02T.0103(20))
>Is there a Pretreatment Program in effect? ❑Yes LI No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes 0 No
D If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a'b No.of Units Flow
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 GPD
a See 15A 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.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 02T.0114)
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 47 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/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: SD East LS
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.809° Longitude:-79.090°
3. Design flow of the pump station: 1.5 millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): 1100 gallons per minute at 215 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
12 13,830 DIP
14 16,400 DIP
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)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
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):
➢ 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(0):
,
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ®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) 24 inches
Water mains(vertical-water over sewer including in benched trenches) 18 inches
Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-.reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS (except WS-I or WS-V),B,SA,ORW,HOW,or SB from normal
high water(or tide elevation)and wetlands(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
> 15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f)or(g),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
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No ®N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑Yes ®No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 021.0105(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,stormwater 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 ❑N/A
> If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and inspections
documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM:FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pwnn Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑No
If No,complete and submit the Variance/Alternative Design Request application(VADC 10-14)and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
attest that this application for
(Professional Engi eer's name from Application Item I11.1.)
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 143-215.6B, 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.
---‘""---4...r*i i-4.20,---
4SO y _...„
North Carolina Professional Engineer's seal,signature,and date: �o .C goo
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' 1 ,.1'.awN.,y.
® ,= ©4 SSIQ,. eado
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= 18894 1
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3. Applicant's Certification per 15A NCAC 02T.0106(b): °g'
I, Michael J.Myers, President 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: 141 Date: 62102_11g
FORM:FTA 04-16 Page 5 of5

CE GROUP
W.
301 GLENWOOD AVENUE,SUITE 220
NC Dept of Environmental Qua]ity RALEIGH,NC 27603
Phone:[phone]
E-Mail:[e-mail]
APR 2 5 2018
Raleigh Regional Office
Project Summary: SD East Lift Station Modification
WQ 0039608 issued Dec 8, 2017
The SD East Lift Station is a regional pump station designed to accommodate future
development along 15-501 corridor for the Briar Chapel project. With this submission;
zero flow is assigned to this lift station permit. Flow will be established as individual
projects are submitted for permitting. The station has been re-sized to accommodate
future development with a pumpimg rate of 1100 GPM.
The proposed forcemain route has been changed to pump directly to the WWTP and
not affect existing forcemains and other lift stations within the project. Attached are
plans reflecting the location of existing constructed casings that span Pokeberry Creek
wetlands and floodplain. We will be utilizing the existing casings at this crossing. No
impacts to wetlands will occur associated with this construction.
PROVIDING CIVIL/SITE&INFRASTRUCTURE CONSULTING SERVICES'SINCE 1998 •

w
1 GEAIER/LNOTES:
T ���� a\ 11TH ---:-..±-'--1':_'-'2.--'74.7„,>,9,.;,„,-. 04,14,,,•7 f / 1. CONTRACTOR SHALL NOTIFY-NORTH CAR
j i OUNA ONE CALL' 1-800-832-4949)AT LEAST 48 HOURS PRIOR TO
_ _ / \qi1 _..z. '^'ASFlig ! BEGINNING CONSTRUCTOR OR EXCAVATOR TO HAVE EXISTING MUTES LOCATED. CONTRACTOR TO CONTACT ANY
L _ `�- / I I / ` / 71
// LOCAL UTUTES THAT PROVIDE THEIR OWN LOCATOR SERVICE INDEPENDENT OF"NORTH CAROLINA ONE CALL'. /<4
! ` ' _ I� / 2 AU.EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND DEPTH SHALL BE Q
"`� .. �' (f _ BWNMRf CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTOR. Q
7 BIER / rat,
I i I -W EXTEND 8 SANITARYSERER WE C 11 { STING PROPER Y 3. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WHIN ANY N C D O.T STREET OR HIGHWAY RIGHT-OF-WAY, U
.`� :/ 1*I: a MAIN TO TIE INTO GRABBY SEWER i 1 fi -
7D 1 MANHOLE IN FRONT OF PUMP SANITMY SEWER /11 CONTACT NCOOT DISTRICT OFFICE AND OBTAIN AU.PERMITS AND ENCROACHMENTS KEEP COPIES ON CONSTRUCTION
-;0 IT WNGA STATION•A•(N.F.V.) PLRRd STATION•A• j) -- _ OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER AT(rr Y. T _ ,' / STE ALSO CONTACT N.C.D.O.T.DISTRICTaO� O
. Lo MAIN(NF.V.)^ I.
I I Ifi .a (PHASE 3) ,-, -_ 338-828-1421 •
y Li O
PERENNIALS I a T - / �A)Z U'3
I 1 1 _ BEAVER DAM --z !/ -_ / 4. THERE ARE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN AND PROVIDE PERMITS FOR W 1�1 y 1
1I LsT ) !t / �/� _ WETLANDS JURISDICTION AND DISTURBANCE PRIOR TO ANY GRADING ACTIVITY a.
-......5,\ I :1 II / • /�/' % ��� 0.' �O
I. }J I ' _ 5 CONSTRUCTION.
DIMENSIONS AND GRADES SHOWN CR THE PLANS SHALL BE GELD VERIFIED BY THE CONTRACTOR PRIOR TO K�4 ^ y n
_ •\•.,yy� `• I AV I' :�I a. % 1 // CONSTRUCTION TO ALLOWCONTRACTORFOR SHALL NOTIFY THE OWNER IF MY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH y DL A'I
�3z'1 � ///./___
(A/' F 1' { j / FOR NECESSARY PLAN OR GRADING CHANGES. NO EXTRA COMPENSATOR SHALL BE PND TO W/C-1 N IL'
1s7L •\ • • 'mh--......,_,_,,_ VL F / ' - I I / THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF O �' °i
1 I i I I/ '
,//
/ SUCH NOTIFlCATON HAS NOT BEEN GIVEN. I.:' (� N
/
\ \ ` I ( i I / \ PRUJMINARV 100 YR / / MEANS AS TO EXACT LOCATOR AND/OR ELEVATION.INFORMATION SHOWN IS BASED ON FL "26.
00
m -__ -- '\\ Apr 3 % /; FLOODPWN j/ / / 6. 'N PREVIOUS OESGNNDRAWINGS YMICH HAVE BEEN RELEASED FOR CONSTRUCTOR O O C
• I/ ) 1 j / - /// ' 7. STREAM AND WETLAND LOCATIONS ARE BASED ON DEUREATONS PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS r q FOS•:O
_� �'/ 1 � I II, /+ ; _ _ + / /) . -i J /////.
/ (11010 RAVEN RIDGE ROAD,RALEIGH,NORTH CARCLNA 27814,PHONE:[phone].CONTACT:SEAN CLARK).• EI V 0.1 V x
/ ' 1 f: ci 1
,-/
/ ' / • / 6 EXISTING MFRASIRUCIURE AS SHOWN IS CURRENTLY UNDER CONSTROCTICRI AND SHALL BE FIELD VERIFIED BY
1. LI. 3lI >1 r' j �• / % gg / / CONTRACTOR.REFER TO THE FOLLOWING JCNN R.MCADMS CO.,INC.CONSTRUCTION PLANS.AND ALL SUBSEOUENT Z
'm / CV 4 W / / CONSTRUCTION BULLETINS FOR INFORMATION ON E%ISTNG INFRASTRUCTURE• �rII y O
\ I ` F i// �F'f_.70 14,,, l ` _ / / V _ Y / / / - BRIAR CHAPEL-PHASE 3 CONSTRUCTION PLANS SEALED DECEMBER 4.2006.
/ BRIAR CHAPEL-PHASE 4 CONSTRUCTOR PLANS SEALED JANUARY 15.2007,
' /�.L' `/ _ �'L. / TE TO EXISTING / • / MBAR CHAPEL-PACKAGE•A•-PHASE 1-SPRAY IRRIGATION ER090N CONTROL PLANS,SEALED MAY 18,2007. I 4
\ ' J 12•IRRIGATION ////
\IIT I`V _ / '- ( ) / 9. TRENCH FOR WATER IRRIGATION AND M FORCE RAMC SHALL BE LINED NTH A LL BE
10 A MINIMUM OF 6.OVER ? E
_ 1__ I I MAIN NF.V. /
T / THE PIPE TO CONTAIN THE BACKFILL MATERIAL SELECT BACKFILL MATERIAL SHALL BE USED UNLESS NAIVE EXCAVATED
/ /"/- - -� / ////
//• / MATERIAL IS APPROVED BY THE GEOTECHNICAL ENGINEER. • SEA •
//' 40 _ _- // / // SANITARY SEWER NOTES: _ e 15391 41
i Thy`
`�^� `. , / 1. RECLAMATION IRRIGATIONMAINS HAV£BEEN DESIGNED BY CE CROUP.REFER TO PLANS TITIfD•BRIAR CHAPEL- %�l�1\ lu ,,?
� •
� --1 V W 1 ��, _ / / Tar CHATHAM ' REUSE SYSTEM.PACKAGE•A•,SEALED MARCH ti,2005.AND ALL SUBSEOUFNT ISSUE DATE$FOR INFORMATION. ''y�A4
1 C�71'STREAM ' RD J 0..4,
1 V k .1 - /n // -- 2 IRRIGATOR MAINS SHALL BE C900.CL 200 PVC PIPE,OR AS DIRECTED BY THE CE GROUP,(PURPLE PANTEC 522). "•""
1 . I / ./ / ' i / . _ �----1 USE MECHANICAL JOINT FITTINGS FOR PORTON UNDER POKEBERRY CREEK.
`Y 1� ,rJalS��t/% � i f / / /l 3. SANITARY SEWER FORCE MAIN SHALL BE C900 Cl..150 PVC PIPE.USE MECHANICAL JOINT FITTINGS FOR PORTION
BEES 400" ; 1 "/P 1/ UNDER POKEBERRY CREEK.
Anger�.L-' VI ( I/ 1 WATER NOTES:
/ ' / / / / //U 1. WATER MAIN TO BE INSTALLED AT A DEPTH WITH CH
A MINIMUM COVER OF 38 INDIES,WITH MINIMUM 18 INCHES
L •
� _-- / // L _ .- / VERTICAL CLEARANCE OR 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWER GRAVITY MANS AND/OR FORCE
\ V
+AW • /I j \ \ I Il / MAINS.AND OR IRRIGATION MAINS
` DOSING DIRT VL // ( / 1. ALL WATER MAINS WITHINCPRIVATE AND RIGHTS-OF-WAY TO BE OWNED,OPERATED AND MAINTAINED BY CHATHAM
,`\ ROAD °-__.......",_"// / //•/ -\ I / /1 / COUNTY,AND'MU_BE CONTAINED WITHIN A 20'WIDE PUBLIC WATER UNE EASEMENT CENTERED ON THE PROPOSED
/ // / WATER UNE.
\ i
``\•\ '-',A-•••• '%/ L-j"1i `...- I 3. ALL WATER SYSTEM CONSTRUCTOR SHALL BE IN ACCORDANCE WM CHATHAM COUNTY STANDARDS AND Z
``\ /, v�� T I I I I SPECIFICATIONS O
FLOODPLAIR
BIETIr
\ / / ___�\ ;/J I CG% 4
j, / \ - // 1 1 A PORTION OF THIS PROPERTY IS LOCATED W SPECIAL ROOD HAZARD AREA CG AS SHOWN ON FEMA F.I.R.M.MAP/
\ \ 4\ �- I 37109775004 AND 37109785005 WITH AN EFFECTIVE DATE OF FEBRUARY 2,2007.THERE IS ALSO A CONDITIONAL
/ \\ ✓ / 1
/ V` I I LETTER OF MAP REVISION IN REVIEW BATH FEMA AS OF 4-9-2007 FOR POKEBERRY CREEK,CASE/07-04-31988.
�// / /j \ rs T A
\ :/ (I // / ? UTILITY LEGEND .j�'N
\ ,// i /' / 1 _ it i / h ` ' 1 SEWER GLEAN-OUT a N
,`�\\ / �/ 1 '7.-.°,*.� .} FIRE HYDRANT ASSEMBLYORE ROW ORECTONO'
•\ `` `•_/ / 100 FFM FLOOOPIAN / ��/ ! / / \ / // FIRE DEPARTMENT CONNECTION(FDC) > ARROWO/, ; J / / UNE BREAKSYMBOL 1A�U// •/ r r. � x "" ' / ! / O WA ER METERti STORMNTUTY/PORD EASEMEN S (�3 F`\ �' /' / /•// K { d h�'. ' / - ) /�. N WATER VALVE 4.0'SD PRIVAEMENTUTY EASEMENTz/ // FSf( /.. _/ ® VALVE IN MANHOLE WATERLINE {Ny'j55 FORCE-MAIN / /// � _ __._I / '-i
/III
•�•- l- ri METER&VAULT WATER SERVICE UNE4 w
� / / J/: :-'sem i l j...-� � r i/ / �„ REDUCER unuTY SLEEVE cti I vOi c
/ /R _ •/I \...� / / / / PLUG SANITARY SEVER'b
/ /' / // / ! APPROXIMATE WATER LINE OF %/ / 100 FFM FURMAN -.-----. u
/• / / �/I IX.BEAVER PONDS / f // . ,' �'• SEWER SERVICE LINE O
� BLOW-OFF ASSEMBLY
• j' )jJ1 i,, / / 41/ / ��, -FM-FM- SEWER FORCE MAN
i /, / ///:// i' _- /i / j • SANITARY SEVER MANHOLE Cg
/ /, PROPOSED 12• \ j
/ % IRRIGATION MAN
�A Tar CHATHAM ( e / / j' DDaRU PER US WE-
' / f/1 CONTYsmeAM 1 l % /� INDMDWL PERMIT z
BUFFEB I; / �` J / j" - _ Q
I 11 ✓ SOS •/ i / //
/ `\ 1 '11 ( _.'.' • � / / f //// , FUTURE L5'SETBACK(MIND a O
1' / / ! / / 7 I CONSTRUCTION r41/1
T.� ��f
\ I i / / I 0'STOCKPILE a c900 Cl.150 SS FM ASIDE,z - �3
/ % // AREA(MIN.) /_ wSPIoEHSTEEL• / / c
./...-" \ 1 !1 i I / / , \ 2 1 CLEARANCE B DC ON 12 D9W a zao O
I '1 i l / // l RRIGWN MAIN U z
1 1/ , FM FM
-
88 ,`\ 11 ill
-// ,%' , � / / IPROPOSED RRIGATION AN 91d , � IIBF et-IX RR--IRR 688- .'7'
4 g t 3
a.
S \ \\ I i,, ' �' / d / -1 FORa/FTBERR One
NI-r AND e PVC SCH 40 ff 1, IS/ / / UE UE UE UE UE UE -' 1 111 \\� / -w W W W �w W W w- 118
U
' % / PROPOSED WALKWAY(B!OTHERS) -10'CLEARANCE(194.) 4•PVC SCM W ELECTRICAL CONDUIT FR i
g �, ' \ \\LR : . / ----_-- 3b CLEARANCE IN DIP WATER WIN INSIDE 16•STEL s
R \ \ \ \\` �\ / ! / / / INCASEMENT WITH SPIDER BLOCKING iL
W FUTURE ` , .1 \ •\L . i 1 -2C HMA7E/PUBUC U
1 / EXTEND 55 FORCE-MAIN OUTSIDE OF %/ �� {><i$}
CONSTRUCTION 00 YEAR ROODP AN,PWC AND SET -
\ \\; / J / / / MARKER POLL lT1lJIY F/SEMENT 5'SLT80.CK(MIN.)
V 1 \ ; i- I I ;f?y'1tlp ltt 111 I /' / (kW�]
I ' I \ \\4 l''
/ /.. II:111'1 I EXTENo ALL UTERI LINES AND CONDUITS To / TYPICu POKERERRY I1TI7 SF m UNDER M V Ib
: \ \�` 7 i' TYF UTKmES SECTION / / i A MINIMUM LENGTH of 5 OUTSIDE of THECr')
SFJ`TiiS S 100-YEAR FLOODPLAIN,BOTH SIDES.PLUG ......
/
/ I% f'- • (- ) AND SET MARKER POLES AT BOTH END$
g /i e'GTE VALVE w 1 _ _ / /
'1 \ '/1 / J 1 o / /'" WITH MARKEl SS FORCE R POST / / / \ -- A- -„_ ' Y - VJ
darn
4"
- - - Q
li
ir -.-. _ ._3- - ,- ■ -- Jj - 6 ___ _•_••� rnwea 6a NEW-05002
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112•GTE VALVE IN ! //, 20'PRAATE/PUBLIC / \
IIAl Rpi WITH i UTILITIES EASEMENT j / �i 12•GTE VALVE N / 2\11////A VVVT 1.:::,,
m 1 O.
•
\ 40 TFLAF'(1RARY LAIRS OF / MARKER
ST WfTH
,,\ /•
/, I MARKER PCST
MARKER POST / 1
\/ 1 1 1 D�"omouAL PERIBT ` / =� y CRY GRAPHIC SCALE xo. 2007-11-16
_L i BY ,00
•
`,\ \ i t A. / / V1 1 inch 60 fl
rim McADAMS
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
d