WQ0029867_Application (FTSE)_20201119

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is fir sewer extensions invoking gra%ity sewers. pump stations and force mains. or an combination that has been
certified b% a processional engineer and the applicant that the project meets the requirements of 15A NCAC 01 I' and the Di%ision's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
`CAC 02T, I iA NCAC 02T .0300, Division policies and good enaineerine uractices.
While no upfront engineering design documents are required for submittal. in accordance with 15A NCAC 021' .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. "['his would include plans, design
calculations. and project specifications referenced in 15A NCAC 02 f .0303 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Di% ision) are explained in 15A NCAC 021'.0303.
Projects not eligible for review via the fast track process (must be submitted I'or (lull technical rep iew ):
Projects that require an cn� ironmental assessment in accordance with 13A NCAC I C .0100.
Projects that do not meet any part of the minimum design criteria (MDC) document;
Projects that involve a tariance from the requirements of 15A NCAC 2T:
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains),
Vacuum sewer systems.
General— When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served. flow allocation required, etc.
1W If necessary for clarity, include attachments to the application Form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
0 Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ if the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of Stale.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate fled with the Register of
Deeds in the county of business.
* The Project Name in Item If.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina_ licensed Professional EmOncer,
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106 b .
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCI IONS FOR FORM: FIA 04-16 & SIJI'PORTING DOCUMEN I'ATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer o« tier and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. I43-
215,67 a .
> Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existings permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i,e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per! 5f1 NCAC 02 r .0305_ l{ Alt I ), submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that `the portable powergeneration unit or portable, independently --powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
i 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. (Required at time of certification)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02 Y .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commissions Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home-Tro erty Owners' Associations
❑ Per 15A NCAC 02T_.01 I5(c , submit the properly executed O erational Agreement FORM: I-10A .
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation. Declarations and Lay -laws.
0 Developers of lots to be sold
❑ Per 15A NCAC 02T .0l 15(b), submit the properly executed Operational A<<reement FORM: DE ,
For more ii?fOI71Kt11oa visit 1he Divis oii .v collection titw ents trC'hsile
INSFRUCTIONS FOR FORM: FTA 04-16 K SUPPORTING DOCUNII:NTA'I'ION Page 2 o1-3

THE COMPLETED APPLICATION PACKAGE 1NCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
5wannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Ouality Section
Mooresville, North Carolina 28115
Gaston, lredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Ouality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
(336)776-980C
INS1RUCTIONS 170R rORM: r fA 04-16 & SUPPORTING DOCUNII_N I'A'1 ION Page 3 of3

Division of Water Resourcm.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed b}' DWR1
All items must be completed or the apWication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Old North State Water Company. L1.0 (compan}. municipality. I IOA, utility. etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership (D Privately --Owned Public Utility
❑ federal ❑ State`Count) ❑ Municipal ❑ Other
3. Signature authority's name. John McDonald per 15A NCAC 02 1'.0106(h)
Title: Ov.ner
4. Appiicant's mailing address: 3212 6"' Avenue South, Suite 200
Citv: Birmingham State: AI_ Zip: 35222
5. Applicant's contact information:
Phone number: [phone] Email Address:
11. PROJECT INFORMATION:
1. Project name: Briar Chapel - Lift Station "A,,& Farcemain Im ro%ements
2. Applicationli'roject status: ❑ Proposed (Neer Permit) ® Existing Permit/Project
if modification, provide the existing permit number: WQ0029867 and issued date: 5P;3110
If new construction but part af'a master plan. provide the existing: permit number: WQ00
3. County "here project is located: Chatham
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.822307' Longitude:-79.104162
5. Parcel ID (if applicable): 0090383
(or Parcel ID to closest downstream sewer}
III. CONSULTANT INFORMATION:
I. Proressional Encincer: Mark 11. Asltness License Number: 18.894
Firm: Cl.,Grow Inc.
Mailing address: 301 Glenwood Avenue, Suite 220
Citv: Ralcieh State: NC Zip: 27603-
Phone number: [phone] Email Address. Marl. (i CEGrou Inc.com
IV. WASTEWATER TREATMENT FACILITI' (WWTF) INFORMATION:
1, Facilitv Name: Briar Chapel WWTP Permit Number: WQ0028552
Owner Name: Old North State Water Comnanv. LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION or different than WWTF):
1. Permit Number(s): WQ 0039608 Downstream (Iteceiving) Sewer Sire. LV inch
S%stem %%'ide Collection Svstem Permit Numbers if a ilicable : WQCS00372
Owner Name(s): Old North State Water Company, LLC
FORM: FTA 01-16 Page I ors

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utilit%. 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 I)e%cloher's Operational Agreement IFORNI: INN) been attached?
❑ Yes [:]No ❑N?A
3. If the Applicant is a I lome-Prolierte Ownerti Association._has_an Operational Agreement (FORM: 1 IOA) been attached?
❑ Yes ❑No ❑NIA
I. Origin of wastewater: (check all that apph ):
® Residential Owned ❑ Retail (stores. centers. malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation.sm ice ❑ Hotel and/or Motels
❑ School . preschool I day care ❑ Medical I dental ,' t elerinar% tacilities ❑ Swimming Pool .-'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoolTilter Backwash
❑ Businesses! offices! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 °o Domestic(Commercial % Commercial
0 0.. Industrial (See 15A NCAC 021' .0103(2t)1)
Its there a Pretreatment Program in effect`? ❑ Yes ❑ No
G. 1 has a flow reduction been appro%ed under 15A NCAC 02T .01 1.1( fl? ® Yes ❑ No
i if vesprovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 03T.0114tll)
Daily Design Flow I-b
No. of Units
Flow
No Change
gal?
GPD
gal?
GPD
sal?
GPD
ga[:
GPD
gal.'
GPD
gal:
GPD
Tolal
98500 GPD
a See 13A NCAC 021_.01 141b). (d). (e)(I I and (e)(2) for ca%cats to wastewater design flow rates (i.e.. minimum (low per
dwelling: proposed unknown non-residential de►elopment uses; public access facilities located near high public use areas:
and residential property located south or cast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .01 Id(c). design flow rates I'or establishments not identified [in table 15A NCAC 021'.01 1.11 shall be
determined using available flow data. water using fixtures. occupanc% or operation patterns. and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC02 I .0114)
�- Do not include future flows or previously permitted allocations
If permitted llow is zero. indicate wh} :
❑ 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: FI'A 04-16 Page 2 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & 11DC 1Gra%ity Sewers):
1- Summarize gravity sewer to be permitted -
Size (inches) Length (feet) Material
8 22A50 PVC
Section 11 & III ofthe MDC for Permitting o(Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes tar gra%it} se%Ner(s)
i Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If applicable)— 02T .0305 & NIDC (Pump SlationsWorce Mains3:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Friar Chapel lift Station "A"
?. Approximate Coordinates (Decimal Degrees): Latitude: 35.8227919' Longitude:-79.103781
3. Design flow of the pump station: 1.12 millions gallons per day (Firm capacity )
4. Operational point(s) ofthe pump(s): 778 gallons per minute at 206 feet total dy namic head (TDI1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
12 (10" ID)
622
11DPE (DR 9)
10
20
DIP
:�j
6. Po%%er reliability in accordance %%ith I5A NCAC 02T .0105(h )(1):
® Standby power source or pump with automatic acti%ation and telcmct* - 15A NCAC 02I- .0305(h)( I )(13)_
Required for all pump stations a ith an aN crage daily (low greater than or equal to 15.000 gallons per day
Must be permanent to facility
Or if the pump station has an a%crage daily ilo%% less than 15.000 gallons per day-
❑ Portable power source with manual actiN ation, quick -connection receptacle and telemetry - I5A NCAC 02-r
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02'r .030501)(i)(C):
It shall be demonstrated to the Division that the portable source is onned or contracted by the applicant {draft agreement)
and is compatible with the station.
r I f 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 pro%ided
in the case of a multiple station power outage.
I ORM: FTA 0 4-16 I'agc 3 of 5

VII. GRAVITY SEINER DESIGN CRITERIA (If Applicable) - 02T .0305 & .NIDC (Gra-,ity Sewers):
1. Summarize gra% ity sewer to be permitted:
Size (inches) Length (feet) Material
Section II & III ofthe biDC I`or Permitting, ol'Gra%it} Scuers contains information related to design criteria
Section III contains information related to minimum slopes for gra%ity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NIDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC CP_umti Stations+Force NlAins):
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Briar Chapel Lilt Station "B"
2. Approximate Coordinates (Decimal Degrees): latitude: 35.8313:Lonuitude:-79.1083
3. Design flow ofthe pump station: 0.55 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 386 gallons per minute at 63 Icet total dy namic head (ITDI 1)
5. Summarize the force main to be permitted (Ibr this Pump Station):
Size (inches)
Length (feet)
Material
6
1800
PVC
4
850
PVC
6. Po►%cr reliabilit, in accordance +Kith 15 1 NCAC 021- .03031Mt 11:
® Standby po%%cr source or pump %%ith automatic actuation and telemeter - I5A NCAC 021" .0305(h)(1)(B);
Required for all pump stations %%ith an areragc daily flow greater than or equal to 15.000 gallons per day'
`. Must be permanent to Facility
Or il'the pump station has an a%crage daily flow less than 15.000 gallons per day:
❑ Portable power source with manual actuation, quick -connection receptacle and telemetry - 15A NCAC 02 U
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemcin - 15A NCAC 0217 .0305(h)(1)(C):
It shall be demonstrated to the Dir ision that the portable source is o%%ned or contracted by the applicant (draft agreement)
and is compatible with the station.
f the portable potrcr source or pump is dedicated to multiple pump stations, an cr aluation ol'all the pump stations' storage
capacities and the rotation schedule ofthe portable power source or pump, including trar el timeframes. shall be provided
in the case of a multiple station po%%er outage.
rORm: rTA 04-16 Page 3 ol'5

I\. SETBACKS & SEPARATIONS —(02B.0200 & 15A NCAC 02T.0305(t)):
I. Does the project comply with all separations found in I --*.A NCAC 021 _0305 ? &- 0
1 SA AIrAr n'7T nIn4f n rnnfnine minim nm ;omratinns Ihat shall be nrovided liar sewer sv stems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below Nertical)
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 ov er sewer)
2 feet
**Am- private or public water supply source, including any %%ells, WS-1 vv aters of Class I or
Class Il impounded reservoirs used as a source of drinking water
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 (see item IX.2)
50 feet
**An) other stream, lake, impoundment. or ground vv atcr love cring and surface drainage
ditches
10 feet
Any building inundation
5 feet
Anv basement
10 1'ect
Top slope ofembankment or cuts of 2 feet or more vertical height
10 feet
Drainage sv stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36inches
i l SA NCAC 021'.0305(g1 contains alternatives where separations in 1121'.0305t 1) cannot be achieved.
i **Stream classifications can be identified using the Division's NC Surlace Water Classilicaliuns webPaLle
;w If noncompliance with 02"1'.0.05(t) or (L). see Section X of this application -
2. Does the project comply with separation requirements for wetlands? (50 iect or separation) ® Ycs [:]No ❑ N.A
Sec the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifflic alternativ a 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 0213 .0200? n Yes ❑ No ❑ N A
This would include Trout Buffered Streams per 15A NCAC 21i.0202
4. Does the project require coverage/authorization under a 40.4 Nationwide or ❑ Yes ® No
indiv idual permits or 401 Water Quality Certifications?
i Information can be obtained from the .401 & BulTer Permitting Branch
5. Does project comph with 15A NCAC 02T.0105 c h) (additional perm itslcertilications)? ® 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, stormw•ater management plans, etc.).
G. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high-priorit) sewer" means "any aerial sewer. sewer contacting surface waters, siphon, or scw er
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
If) es. include an attachment with details I'or each line, including type (aerial line, sire, 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.
FORNL i�TA 04-1 G Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 09T, the Minimum Design Critgfia for the Permitting of Puma Station;
and Force Mains {latest version), and the Gravity Sewer MoniMum Qksiert Criteria (latest v as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. &Mrgyat orate reouest 1s rrnuired prior to submittal or the Fast Track Aplllie,afilUnd supporting documents.
2. Professional Engineees Certification'
i, '141 - -
(Professional Engineer's name from Application Item
that this application for
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 thal to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, a
statement, representation, or certification in any application package shall be e
include a fine not to exceed S 10,000, as well as civil penalties up to $25,000 per
Nortb Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name & title from Applicatio tem I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: lr 1<
FORM: F rA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Old North State Water Company
Project Name for which flow is being requested: Briar Chapel - LS A & Forcemain
More than one FTSE may be requiret1 for a shigle project if the owirer of the I IVTP is uol responsible for all panrp
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Briar Chapel WWTP
b.
WWTP Facility Permit #: WQ0028552
A11 flows are in AIGD
c.
WWTP facility's permitted flow
0.217 / .360
(Const/Permitted
d.
Estimated obligated flow not yet tributary to the WWTP
0.119
e.
WWTP facility's actual avg. flow
0.205
f.
Total flow for this specific request
0
g.
Total actual and obligated flows to the facility
0.324
h.
Percent of permitted flow used
149%/90%
11. Complete this section for each pump station you are responsible for alone 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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow" Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, " (Firm.., pf), Flow, Daily Flow, Obligated Available
Number) No. NiGD MGD NIGD NIGD Flow Capacity*-*
LS A WQ0029687 1.12 0.448 0.12 0.01 0.121 0.327
* The Firm Capacity (design now) 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
(po not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): 14" FM
Page I of 6
risr 10-18

Downstream Permit Number: W 0039608
III. Certification Statement:
1 John McDonald 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 1I plus all attached planning assessment addendums for which 1
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signature
Title of Signing
.'//9/c'b
Page 2 of 6
FTSE 10-1$

TO. NCDENR - DWQ
Raleigh Regional Office
Raleigh, NC 27609
Hand Delivery
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mall: m, ce
Transmittal
DATE: 9/29/2020
PROJECT NO: 605-06
I
Briar Chapel — Lift Station A Improvements
WQ 0039608
Chatham County, NC
Quantity
Item
Description
2
Original 1 Copy
NCDENR DWQ Fast -Track Application (FTA 04-16)
2
Original / Copy
NCDENR DWQ Flow Tracking (FTSE 10-18)
1
Original
Project Narrative
1
Original
Aerial 81/ x 11
1
Original
USGS 8 % x 11
1
Copy
Watershed Classification Form
1
Check
Permit Review Fee $480.00 — Check #11086
1
Copy
Construction Drawings (Dated 9/2812020)
1
Copy
Existing Permit — WQ0039608
cDepr Of
,.,.rtrat Quality
920Ij
REMARKS Please let us know if you require any additional information. 0 UffiCe y

J
CE GROUP
301 GLEW OOD AVENUE, SL IT'E 320
R4LEIGH, NC 27603
Phone: (9I9)367-87130
E-Tait: mark a cearoupine.csm
Memorandum
To; NCDEQ
From: ltita:k P Ashness PE, CE Grauo
Hate: Septefber 25, 2020
Re; Briar Chapel LS A hlodification WQ 0029867
1. LS Design Narrative and lbtodel ng Discussion
2_ Site P.1ap Aerial and USCS
3 Fi'A 04-16
4. SSE 10-18 r ',
5. Sealed L5 A Original Plan -
_
Briar Chapel LS A Lift Station Design Narrative & Modeling [Discussion
LS A is currently rated at 676 GPM (approved plan included). Recently a 14" D',P FM has been
permuted to convey flow from the SD East LS directiy to the VPAITP. This FM is proximate to LS A
LS A currently discharges into an 8" PVC FM. In response to recent multiple line breaks it tl-e 8" PVC
FNI, we are rerouting tine discharge to the ne,.�. 14" R1. Vlodel'.ng is included t.c re'1ect r;.:'::ple
operating conditions. The rated condition re�lects a contributing flow of 1300 G_ Pert from SD East LS
(*?- 1100 GPM) and a future Ph 14 LS (+1- 200 GP,%jt)
The new LS A rated fiow increases to +!- 778 GP%l (uti'izing a 14" Impeller). Wjtl�out contribut ng f ow;
LS A vAl d.scharge �1- 1167 GP,.•t, Both of these scenarios exceed 2 FPS in the 12' HDPE and 14"
UP 17M. The curren'. 100 HP PUr1lJS and co,-,,, Q's at LS A Ca- accommodate a mcreasa i ,
impeller size if necessary.
G`ven that a significant static head cond.t,on beNveen LS A and the LVlrWP; a 6" surge pressure valve
and vault will also be instal ed.
A-i Alternate Improvement (replace backup gene-a'ar) a Nat;.ira' Gas Dri-Pr'nne System vAi also be
ide consred. The Dri-prime system provides a complete backup not reliant on the existing LS controls.
All calculations are consistent with the NIDC for Permitting of Pump Stat'ons and FN1 03108

Hydromatic 54T Pump Curve
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C011FARNION TO MODEL
Project: Briar Chapel .alone
Current Ratted
De%cri rinn-
VALl)�ATIO` OF MODEL
Pump Station Design:
A Target Pun rng Rata
B P_lpjne
Ferce :Maul
14 D!-A
Total Fcr_e Nla• i Ler. „
7,10 i,
Fria= C"f-icier,
C 175
Target Pumping Rate
1,167 gpnr
4'dl, city
2 =3 f,-
Hdadlo,s in FM per 1,0G0 r
1.73 f1
H.ad'Ass
1127 r
Total Projected FNI lieadlois
I6.9- ft.
t i-••rs:
1 1k,!t tt'eli
tniide Dimecsicrs
IO.CO ti D:aw w,:r
Purap 5t31;On Rim Elecat: r.
417.50 ft, MSL
Ln•r=rt of Inffu=❑t Lin,:
409.10 f:. S!SL
High Lci,el alarm
.11 l._„ f. I;'_
Lag Pump On
410,30 P- NISL
Lead Pu:rp On
4102.) ft. ,LISL
Purrp Or=,
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Bcrom wet W it
'
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Detention Valtnre
1.145 g71
Fcr:c N13W H;;% Pci=.:
570.00 t ).1SL
Ferzt: %Ia:n Dis:harr_ old-� a_c
57U,G1; r} Mil-
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Pump Off Time - De:crt cr. Volumc Q
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C)01:5 per H.;L,-
D Svsten V. arfs
1 Static H:ad
Fcr:e '%[at.^. N!is. E1--
PL.T..P 0:' t•, i 33 f:
Total Static Lift 161.75 ft,
r
Date. SCAT 13 in
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10 11DPE
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I.Io7 ;pm
4 77
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Fitting Loss 5 5b f:,
C. E q_ ;
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Te1al =.rce Mae Ler.y 50 11
Fri.t 4n Coer-116-nt C = 133
Target Pumping Rate 1,16- ,pm
t'eleclt, 7 4; fj's
IL! - es; in FNI Per I ket) e �0 3' f1
Tote] Station Lois 6,83 M
AnticipatedTDl1 186 rCTDI1
1 15 min
b 5d min
7.70 tr,:n
- 7.80 cycles
7.45 'FPS
220
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P9;_::SSljRE-R.AT ED I-IDr E PIPE
SUBMITTAL AND DATA SHEET
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HDPE DUCTILE IRON OUTSIDE DIAMETER PRESSURE PIPE
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0.533 3.570 3.13
0.436
3.876
2.62
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0.996 4865
7.99
0.767 5?74 E,46
0.627
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Certificatich: A`iSI/NSF 61. ANSI NSF 1-'
a
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Additional Option: Farfcra!ed (4' - 6')'
15+ 1"
1.293 6.305
13.75
1.006 6,917 11.12
0 623
7.305
9.32
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1.519a 7.73a
2_'=3
1.23.E 8.1:F 16-72
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39.29
1.70 11.69E 31.77
1.39'
12.351
2c'.53
Ccii crt.cn availah;e upon request for s _e 6and below.
2.486 12.'30
53,32
1.933 13.302 41.Oa
1.582
1.1.C,=
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Installation: Al age HDPE'Nat^r/Sewer
? ..3I
2.7a5 13.594
63.32
2-167 14,SC6 $1.61
1.773
15.7.11
-3.25
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3.085 15 053
7331
2.100 19 5-12 e3.32
1.991
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2.e67 IIS.7c2 90.35
2.345
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Robinson, Jason
From: Mark Ashness <[e-mail]>
Sent: Monday, November 23, 2020 12:01 PM
To: Robinson, Jason; 'JMcDonald@ integrawater.com'; Mitch Craig
Cc: Cashion, Ted; Vinson, Scott; Fertenbaugh, Christyn L; Deck, Erin M; Goss, Stephanie
Subject: [External] RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Attachments: 2020-11-16 Buffer Impact Map.pdf
external email_ Do not dtck links aropen attmhrnents unless you verify, Se tlali l]spicious email.asanatta ktlrrteni to:.�
Jason: the attached exhibit reflects the buffer impacts submitted to Chatham County which is delegated to review.
We looked at several routes with County staff and this location utilizes an existing roadway crossing with installation in
existing fill section over the existing culverts. See below for specific response.
Let me know if you need any further information.
thx
Mark Ashness
P.E, LEED AP
CE G( OU-1
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Robinson, Jason <[e-mail]>
Sent: Friday, November 20, 202011:32 AM
To: Mark Ashness <[e-mail]>;'[e-mail]' <[e-mail]>;
Mitch Craig <[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>; Deck, Erin M <[e-mail]>; Goss, Stephanie
<[e-mail]>
Subject: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Mark,
We have questions about your statement: "We are now using the existing road fill to cross the buffer. "
I don't deal with buffers/401 issues too often, so I ran it by some co-workers that work more frequently in that arena.
Here's the questions they had:

1. Can you describe this a little more?
a. Will the sewerline run parallel to a permitted road within the road easement? The line will run parallel
with the road (in the road shoulder) and above some existing culverts
b. Does it alter/increase impacts that were previously permitted? Regardless of the existing impacts within
the buffer (existing roadway and utilities); Chatham County requires us to show these as new impacts
even within a previously altered area.
c. Will the streambed be impacted? No
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Re<_ources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates *
E-mad correspondence to and from this address may be subject to the North Carolina Pub is Records Lotiv and maybe disclosed m
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mark Ashness mailto:mark CEGROUPINC.COM
Sent: Thursday, November 19, 2020 4:05 PM
To: Robinson, Jason <'ason.t.robin son P ncdenr. ov>;'[e-mail]' <)McDonald inte rawater.com>;
Mitch Craig <mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>; Deck, Erin M <[e-mail]>
Subject: [External] Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
external email Do not click links or open attachments uniessyou verify. -Send al[ suspicipus email as an attachment to 1
Jason: Please find attached with the corrections noted. The length of 12" HDPE has changed based upon the FM route
agreed upon with Chatham County. We are now using the existing road fill to cross the buffer. The 12" HDPE has the
same inside diameter as the 10" DIP.
I am also attaching the FTSE with the permitted volume you provided below. We believe the permitted (not constructed)
is substantially higher and have reflected that on the form (in addition)
I apologize for the multi -iterations of applications sent. I hope this information is satisfactory to obtain approval.

thx
Mark Ashness
P.E, LEED AP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Sent: Tuesday, November 17, 202012:29 PM
To: Mark Ashness <mark CEGROUPINC.COM>;'[e-mail]' <1McDonaldPinteerawater.com>;
Mitch Craig <mitch CEGROUPINC.COM>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Vinson, Scott <scott.vinson(@ncdenr_gav>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>; Deck, Erin M <[e-mail]>
Subject: RE: [External] RE: RE: RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Mark,
A couple Sections still weren't addressed on the revised application you sent yesterday (11/16). See Items #2 & #3 in my
November 3rd email below. I also referenced these Items in my November 51h email.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

From: Mark Ashness [mailto:[e-mail]
Sent: Monday, November 16, 2020 4:08 PM
To: Robinson, Jason <[e-mail]>;'[e-mail]' <1McDonald inte rawater.com>;
Mitch Craig <mitchOCEGROUPINC.COM>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>
Subject: [External] RE: RE: RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
, Ext emai ii.'. rnanoli t ec-k links or open -attachments unlessyou verify.S d en aIl suspicious email as an attachment10
Ve-6;5rt:sPam P n c:8gv
Jason: Attached id the updated FTA for LS A. this matches the adjustments in flow and piping discussed below.
I will be forwarding the FTSE shortly.
thx
Mark Ashness
P.E, LEED AP
(9D
CE G1\-'OU'
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Mark Ashness
Sent: Thursday, November 5, 20201:59 PM
To: Robinson, Jason <[e-mail]>; JMcDonald inte rawater.com; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: RE: RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Jason: I will update everything and send to you 111. If everything checks, I will sign and forward to John to execute.
thx
Mark Ashness
P.E, LEED AP
CE GROUP
301 Glenwood Avenue, Suite 220

Ralelgh, NC 27603
Phone: [phone]
Cell: [phone]
From: Robinson, Jason <ial [e-mail]>
Sent: Thursday, November 5, 20201:30 PM
To: Mark Ashness <[e-mail]>;[e-mail]; Mitch Craig
<[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: RE: RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Thanks Mark, I see the second "Page 3" now.
So just to make sure, here's what we plan to include in the modified (new) permit. Please confirm:
A. 22,450 LF of 8" Gravity (existing)
B. 850 LF of 4" FM (This was reduced from 3,600 that is in the current permit.)
C. 1,800 LF of 6" FM (existing)
D. 65 LF of 10" FM (This will be new construction. It was not in the current permit but was included on the most
recently submitted application)
E. 545 LF of 12" (This will be new construction. It was not in the current permit but was included on the most
recently submitted application)
F. LS-A: 778 GPM (Increased from 683 GPM)
G. LS-B: 386 GPM (This is actually a slight increase from the 371 GPM that is in the current permit)
H. Total Flow of 98,500 GPD (existing, in the current permit)
I. 7,000 LF of 8" FM will be removed in the modified permit
A few other issues with the FTA that I described in my last email on 11/3 were not addressed (Items numbered 2 and 3
in my email). Those revisions need to be made. Once all the revisions are made the a12RIication should be re-
signed/dated by the aRplicant and re -certified dated by the engineer, since so many,changes have been made to what
was originally submitted.
As far as the value used in Item 1.0 for "Permitted Limit" on the Flow Tracking Form (FTSE), we checked with our
permitting unit about how the 80/90 Rule would be applied to this plant, and were told that the limiting amount of
permitted/certified spray fields should be used, or the 0.217 MGD. But at this point, I don't think that's a big deal on the
FTSE. But we do need an updated FTSE form with the correct obligated flow to the WWTP completed in Item I.d. (and
Item Lf "Flow for this Request" can remain 0, since it's existing flow and already tributary to the plant).
Let us know if you have any questions.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mark Ashness [mailto:mark CEGROUPINC.COM]
Sent: Tuesday, November 3, 2020 3:48 PM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>; JMcDonald inte rawater.com; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<christyn.fertenbaueh @ncdenr.eov>
Subject: [External] RE: RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
• �ifernal ediail. On not click links or open attachments unless -you verirN9.'`Se'nd`all suspic`iods°einail as-an-attaahment to
Jason: My apologies the pdf attached yesterday was the wrong pdf; An additional page 3 was included with the
application prepared yesterday. There were (2) LS pages (1) for LS A and (1) for LS B.
LS A info and FM on page 6 of the pdf application
LS B info and FM on page 7 of the pdf application
The FM to remain in the permit is noted on page 7 of the pdf
The gravity sewer to remain is noted on page 6 of the pdf
The new FM lines are on page 6 of the pdf
I am going to address the other items you have noted and send back later today.
The service area to this LS A is mature with exception of one area and the average daily flow from LS A is 0.12 MGD (see
attached pdf)
I will get the paper flow rates for the area in Paper Flow to LS A and include.
thx
Mark Ashness
P.E, LEED AP
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]

From: Robinson, Jason <[e-mail]>
Sent: Tuesday, November 3, 2020 1:30 PM
To: Mark Ashness <[e-mail]>; JMcDonaldPinteerawater.com; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<christy_n.fertenbaueh(o)ncdenr.gov>
Subject: RE:RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Hi Mark,
There are still multiple issues with the application (FTA) you submitted yesterday.
1. As I've explained in my emails on 10/14 and 10/16, the lines (and PSs) that are included in the existing
permit (WQ0029867, issued May 2010, attached) that will remain in operation should be included in the mod
application you submit. The reason for this is because the modified permit we issue will rescind and completely
replace the original permit, so it has to include everything that was in the original permit that will stay in
operation. Lines that were in the original permit that will be abandoned should not be included in the
application you submit. And of course, new lines that will be installed should be included in the application.
For example, you state in your email below that the 1,800 LF of 6" FM that is included in the original permit will
remain in operation. Therefore, that 6" FM that should be included in the mod application that you
submit. Same with the other lines listed in my email below that you say will remain in operation. Only the lines
that are being abandoned should not be included in the app you submit. This is how mods are done. (When you
certify the modified permit, you can make a note that you're not certifying the lines that have already been
certified and in operation).
a. Same with flow. The original permit included 98,500 GPD. Therefore, this mod application should
include that flow in Item V1.7
b. Again, the existing WQ0029867 is attached)
2. Item V1.1 is marked "N/A" for whether Old North State is a Privately -Owned Public Utility. This should be
marked "Yes", and the Certificate of Public Convenience and Necessity should be included with the application.
3. Item IX.3 is marked "N/A" for meeting setback for river basin rules. This project is in the Jordan Watershed, and
is therefore Subject to the Jordan Lake Buffer Rules. So either "yes" or "no" should be checked.
4. You stated that page 3 was attached to the email, but I think there was some confusion. You included page 3 of
your plans. I was saying you need to attach a second Page 3 of the APPLICATION to include the info for the
second pump station . If nothing is changing for the second pump station, the information should be the same
as it was in the original permit.
S. The most recent app you submitted was not signed by the applicant or sealed/certified by you. It may save
some time for you to make the changes described in Items 1-4 above and let us look at it and make sure it's
complete/accurate before you get the applicant to sign it again.
6. Their seems to be some issues on the Flow Tracking/Acceptance Form (FTSE):
a. Item 1.0 states that the plants permitted flow is 0.25. However, it's our recollection/understanding that
the facility currently has the capability to spray only 0.217 MGD (and there's ongoing discussions to get
this increased to 0.25) If that's the case, then 0.217 MGD should be used in 1.C., since that's the limiting
factor. The WWTP is permitted at .75 MGD. There are permitted spray areas in excess of .36 MGD. DEQ
recognizes built spray systems at 0.217 MGD. My understanding is that the permitted volumes are what
should be counted against the paper flow. I have attached the Spray DMR showing all permitted areas.
7

b. Item I.d states that there is "0" obligated flow to the BC WWTP. However, there are multiple sewer
permits that include flow that have been issued for Briar Chapel that we have not received certifications
for (or only received partial certifications). Those projects should not be in operation, and therefore are
"obligated" (Paper) flow. We will update this information for you.
Let me know if you have any questions.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
*'Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mark Ashness mailto:mark CEGROUPINC.COM
Sent: Monday, November 2, 2020 3:37 PM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>; JMcDonald irate rawater.com; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <scott.vinson@ncdenr. o_v>; Fertenbaugh, Christyn L
<christvn.fertenbaush@ncdenr. ov>
Subject: RE: [External] RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
C!A'Ili Eai7nal email. Da not cilck links or'apen-attachments unless you verify. Send all suspicious email as an attachment to
Jason: sorry I missed this email.
Please see specific responses below along with the revised application including the additional Page 3 for existing LS B
(still remaining)
thx
Mark Ashness
P.E, LEED AP

301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell:1919) 606-7704
From: Robinson, Jason <[e-mail]>
Sent: Friday, October 16, 2020 2:27 PM
To: Mark Ashness <mark CEGROUPINC.COM>; [e-mail]; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<christyn.fertenbaugh ncdenr.gov>
Subject: RE: (External] RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Mark,
1 apologize, I'm just seeing that the PDF of permit WQ0029867 that I sent you yesterday is missing some pages (I
inadvertently just scanned the front pages and not the backs).
Your certified application is still not completed correctly. Section VIII still shows a 1,137 gpm pump station. It also
shows 10" and 12" FM, which wasn't in the original WQ0029867, and isn't being added to the project as part of this
modification (we are adding it). It's our understanding you're adding 14" line, but there is no 14" line shown in the
application. The 14" line is already permitted in another permit so we are not adding in this permit. We will certify the
14" line from the other project when we certify these improvements.
When a permit is modified, it rescinds the earlier issued permit. So the modified permit (and the application) should
contain everything that was in the orijzinal permit that will remain in o eration add any new lines and PSs that will be
installed and should NOT contain any lines PSs that were in the original permit that will be taken out of
operation/abandoned.
The current WQ0029867, which you're seeking to modify, contains the following:
• 3,600 LF of 4" FM, reduced to 850 LF when old FM from Woods Charter School was redirected into gravity sewer
installed closer to school
• 22,450 LF of 8" gravity, remaining
• 1,800 LF of 6" FM, remaining
+ 7,000 LF of 8" FM yes we are eliminating this run pf FM
• 371 GPM PS LS B remaining
• 683 GPM PS modified and rerated to 778 GPM
It sounds like only the 8" FM is being abandoned (yes) and a portion of 4" FM that was eliminated when gravity sewer
was installed closer to Woods Charter School, so the 8" FM should NOT be included in the new application. But I assume
all the other lines will remain in operation, so they should be included in the new application. And the two pump
stations should also be in the new application, with the new Operational point for the one. (you'll need to submit two
Page 3s to describe each PS). It should also contain the amount of 14" that is being added. We are not adding 14" FM in
this permit.
I am attaching the LS B plan sheet to show the rated condition.

We also have some questions about the FTSE form, but want to get the issues with the FTA form resolved first.
I have updated the USE to match the LS A rated condition.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System S Sewer Permitting Updates"*
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Cow and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COV1D-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mark Ashness ♦;mailto:mark CEGROUPINC.COM]
Sent: Friday, October 16, 2020 11:29 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>; JMcDonald inte rawater.com; Mitch Craig
<mitch2CEGROUPINC.COM>
Cc: Cashion, Ted <ted.cashionencdenr.eov>; Vinson, Scott <scott.vinson@ncdenr. ov_>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>
Subject: [External] RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
:Wernal email. l3o not click.links,or open attachments, unless you verify. Send all suspicious email as an attachment to
evort. spa rf 0 e;F4Y
Citrix Attachments
Expires April 14, 2021
Briar Chapel_LS A Mod FM -Abandon ment-...x35.pdf 3.3 NiB
FTA rev Form - Signed.pdf 1.4 NIB
FTSE Form revised - Signed.pdf 510 KB
Mark Ashness uses Citrix Files to share documents securely.
to

Jason: I apologize for the miscommunication on our part. Please find attached the corrected applications along with an
exhibit showing the 8" FM abandonment.
The revised application reflects the abandonment of +/- 6960 LF of 8" FM from permit WQ0029867, addition of new FM
to the recently permitted 14" FM, and the re -rating of LS A from 638 GPM to 778 GPM.
Our new FM discharges into the 14" FM permitted in WQ0039608
No other change to the permit.
thx
Mark Ashness
P.E, LEES AP
�s
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone:[phone]
Cell: [phone]
From: Robinson, Jason <[e-mail]>
Sent: Thursday, October 15, 2020 5:03 PM
To: Mark Ashness <[e-mail]>; [e-mail]; Mitch Craig
<[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Mark,
Section 11.2 of the application (FTA) we received on 9/20/20 said it was to modify WQ0039608, which only contains the
SD East Pump Station. The application we received also lists a 1,137 gpm PS in Section VI11.4. So it sounds like both of
those Sections in the app we received were completed incorrectly.
I've attached the most recent version of WQ0029867 issued on May 3, 2010.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
11

""Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mark Ashness mailto:mark CEGROUPINC.COM
Sent: Wednesday, October 14, 2020 6:24 PM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>; JMcDonald inte rawater.com; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]_>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: [External] RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Uternal email- Do not click links or open attachments unless you verify. Send -all suspicious'email'as ,�n'attaithment~to
Teport.saarn Pne,Rav
Jason: We will be rerating LS A from 683 GPM to 778 GPM (with the upgrade)
The other flow mentioned is LS B. at 371 GPM. We are not modifying that LS.
SD East is a different LS and we are not seeking to modify that permit either.
thx
Mark Ashness
P.E, LEED AP
4r.
CE Gf OI T
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, October 14, 2020 5:58 PM
To: Mark Ashness <[e-mail]>; JMcDonald inte rawater.com; Mitch Craig
<mitch CEGROUPINC.COM>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>
Subject: RE: [External) RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
12

Thanks Mark,
I'll need to scan a copy of the most recent WQ0029867 and sent it to you (it's been modified multiple times). I should be
able to do that either tomorrow or Friday.
But just to confirm, SD East lift Station is different than LS A? And if that's the case, it sounds like LS A will be upgraded
to 1,137 GPM? (because the 2 pump stations listed in WQ0029867 are 371 and 683 gpm).
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mad r.:orrespondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third perties.
Based on the current guidance to minimize the spread of CQVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mark Ashness [mailto:[e-mail]]
Sent: Wednesday, October 14, 2020 5:18 PM
To: Robinson, Jason <[e-mail]>; JMcDonald inte rawater.com; Mitch Craig
<[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Vinson, Scott <[e-mail]>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>
Subject: [External] RE: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
e"rrlal email. Do not click links or open attachments. unless 'you verify. send all:susplciq"us email as -an a ac ment*to;;:
Jason: Thanks for your comments. The permit we are seeking to modify is the original LS A. permit which was referenced
in our application. The correct permit is WQ 0029867.1 do believe this permit includes LS B, FM and gravity sewer.
Given that there is another LS (LS 8), FM, and gravity sewer in this original permit; let me provide a summary of what will
be removed from the original permit and what will be added. If you can share the original permit that would be helpful
so I can make sure our quantities are correct.
I will include an exhibit; we can then revise the application accordingly.
thx
Mark Ashness
P.E, LEED AP
13

CE GIGO P
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell. [phone]
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, October 14, 202011:26 AM
To: Mark Ashness <mark CEGROUPINC.COM>; JMcDonaid inte rawater.com
Cc: Cashion, Ted <ted.cashion@ncdenr�ov>; Vinson, Scott <scott.vinson ncdenr. ov>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: Briar Chapel - Lift Station "A" & Forcemain Improvements - Info Request
Mark & John,
We received the referenced sewer extension application on 9/29. The application states that it is to modify permit
"WQ0039608-Briar Chapel SD East Lift Station". We are trying to sort through it. It should reference LS A
When a permit is modified, it rescinds the earlier issued permit. So the modified permit (and application) should contain
everything that was in the original permit that will remain in operation, add any new lines and PSs that will be installed,
and should NOT contain any lines/PSs that were in the original permit that will be taken out of
operation/abandoned. Therefore, it appears that the application may not have been accurately completed.
Permit "WQ0039608-Briar Chapel SD East Lift Station" was issued in May 2018. Below is a list of the lines/PS that is
included in the existing WQ0039608, with follow-up questions. Please provide a written response to the below
questions:
• The current permit project name of WQ0039608 is "Briar Chapel SD East Lift Station". The new application
states the project name is "Briar Chapel Lift Station "A" & FM Improvements".
z: Do you intend to change the project name of permit WQ0039608? No the permit we are modifying is LS
A
• The current permit contains 47 LF of 8" Gravity
o Will that remain in operation? If so, it should have been included in the new application.
• The current permit contains 13,830 LF of 12" FM
o The new application proposes 545 LF of 12" FM. Is that replacing the existing 13,830? Or is the 545 LF
in addition to the 13,830?
• The current permit contains 16,400 LF of 14" FM
o The new application proposes 6,670 LF of 14" FM. Is this 6,670 replacing the 16,400? Or is it in addition
to that?
• The current permit contains an 1,100 GPM Pump Station, the "SD East Pump Station"
o The new application proposes a 1,137 GPM Pump Station, Is this the existing SD East Pump Station that
is in the current WQ0039608?
o Is the SD Pump Station and the LS A the same pump station?
• Also, the narrative and plans show the abandonment of the existing 8" Forcemain.
14

o There was no 8" FM in WQ0039608. Is this the forcemain described in Permit WQ0029867 (7,000
LF)? if so, then that permit will also need to be modified to remove the 8" FM that is being abandoned.
We'll likely have additional questions, but we need written responses to the above questions to get a better idea of
what's going on before we can proceed with the review.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittin Updates"
E-moil correspondence to and from this address moy be subject to the North Carolina Public Records Lase and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
is