WQ0042459_Application (FTSE)_20210421

HIGH, COUNTRY
4.15.2021
NCDEQ/DWR
2090 US Hwy 70
Swannanoa, NC 28778
ATTN: Mr. Tim Heim
RE: Brevard Ridge Subdivision
City of Brevard
Dear Mr. Heim,
Enclosed is the sewer extension application and the supporting documents for the Osborne Road Subdivision
in the City of Brevard. The project is a subdivision consisting of 16 residential lots with associated roads and
utilities. The following documents are enclosed for your review:
• Fast Track Sewer Extension Application (FTA 0416)
• Flow Tracking for Sewer Extension Application (FTSE 10-18)
• USGS Quad Site Map
Sincerely,
Michael R. Goforth, P.E.
High Country Engineering, PC
` APR 15 2021
Water Quality Regional Operations
Asheville Regional Office
TELEPHONE: [phone]
HIGH COUNTRY ENGINEERINO, PC
FAX: [phone] E. Chestnut Street, Asheville, NC 28801

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
°edified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02'f and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents tiave been prepared in accordance with 15A
NCAC 02T ISA NCAC 02T .0300, Division policies and pood engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with ISA NCAC 021' .0305(b), design
documents must be prepared prior to submittal of a fast Imek permit application to the Division. This would include plans, design
calculations, and project specifications referenced in ISA NCAC 021' .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division. - -
Projects that um deemed permitted (do not require a permit from the Division) are explained in ISA NCAC 02T.0301.. m
'- 0
c
Projects not eligible fin review via the list (rack process (must be submitted for fill technical review): rc. m DV j
Y Projects that require , n environmental assessmentin accordance with ISA NCAC IC.0Qzl
1 Projects that do not meet any pan of the minimum design criteria (MUC) document, XI XI _. ��
3)Projects That involve a variance from the requirements of 15A NCAC 21'; eo co r-n
Y Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps; 03 = 1%4
Y STEP or simplex grinder pumps connecting to pressurized systems (e.g. litre mains); in a
Y Vanua sewer systems. p O
General -When submitting an application, please use the following instructions as it checklist in order to ensure all Attired it6his----
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker revl`d'w litre and
reduce the mount 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):
El List all items included in the application package, as well as a brief description of the requested permitting action.
Y. 13e specific as to the system type, number of Nimes served, llow olloont on required, etc.
Y Ifnecessary 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 $480.09 dated within 90 days of application submittal.
D Payable to North Carolina Department of Environmental Qualify (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
D Submit the completed and appropriately executed application.
▪ Tr necessary for charily or doe 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 Slate.
❑ If the Applicant 'type in Item 1.2 is n partnership or d/b/a, enclose a copy of the certificate filed wish the Register of
Deeds in the county of business.
D The Project Name in Item IL1 shall he consistent with the project none on the Row acceptance letters, agreements, ere.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by it North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with ISA NCAC 021 .0106(b).
Per ISA 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 ISA NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
El Submit the completed and executed FTSE torn from the owners of the downstream sewers and treatment facility.
D Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D The flow acceptance indicated in Rnnr FTSE must not expire prior to permit issuance and must he dated less than one
year prior to the application date.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
D Intergovernmental agreements or other contracts will not be accepted in lieu ofa project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I -inch color copy of a USOS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
D 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 existing permit.
❑ Provide a list of any items within the permit Ilte 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):
O Per 15A NCAC 02T .0305(11)(1), submit documentation of power reliability for pumping stations.
'r This alternative is only available for average daily Rows less than 15,000 gallons per day
D It shall be demonstratedto the Division Ilnd 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, slating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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
tin eframes, shall be provided in the ease ofa multiple station power outage. (Required at time of certification)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 1 5A NCAC 02'1' .0115(0(11 provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise Ibr the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff staling 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 HOA/POA and Developers for lots to be sold):
❑ home/Property Owners' Associations
❑ Per I5A NCAC 02T .0115(cl, subunit the properly executed Operational Agreement (FORM: IIOA).
❑ Per 15A NCAC 021'.0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws,
❑ Developers of lots to be sold
❑ Per I5A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems websile
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING 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
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, Nodh Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, [rectal', Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington ReSSonal Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bedie, Camden, Chowan, Craven,
Currauck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Marlin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Ponder
Water Quality Section
Winston-Salem Reolonal Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 114-I6 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
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 b' completed byntvR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: City of Rrevard(conrpany, numieipalily, HOA, utility, etc.)
2. Applicant lype: ❑ Individual 0 Corporation ❑ General Partnership 0 Privately -Owned Public Utility
❑ Federal
❑ State/County ® Municipal 0 Other
3. Signature authority's name: Mr. Jim Futland per 15A NCAC 02'1' .0106(b)
Tide: City Manager
4. Applicant's mailing address: 95 West Main Street
City: Rrevard States NC Zip: 28712-0000
5. Applicant's contact information:
Phone number: [phone] Email Address: psdir(?i cityolbrevard.co n
11. PROJECT INFORMATION:
I. Rroject name: Rrevard Ridge Subdivision
2. Application/Project stairs: ® Proposed (New Permit)
❑ Existing Permit/Project
Ira modiiianion, provide the existing permit number: WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number WQ00
3. County where project is located: Transylvania
4. Approximate Coordinates (Decimal Degrees'): Latitude: 35.220037' Longitude:-82.716606c
5. Parcel ID (if applicable): 8596067964, 8596/)68710
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Michael R. Goforth, PE
Firm: High Country Engineering. PC (NC Firm No. C-33471
Mailing address: I I I E. Chesnut Street
City: Asheville State: NC Zip: 28801-01100
Phone numbs: (828) -451 l Email Address: putororthGJhcenc.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Nmne: Revard WWTP Permit Number: NC11060534
Owner Na11e: City of Rrevard
License Number: 033862
V. RECEIVING DOWNSTREAM SEWER INFORMATION (If different than WWTF):
I. Permit Numher(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (ifapplicable): WQCS
Owner Name(s): _
FORM: PTA 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 ❑Na ®N/A
2. If the Applicant is a Developer of lots to he sold, has a Developer's Operational Agreement (FOI(M: DEVI been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a 'lame/Property Owners' Association, has an Operational Agreement (FOItM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
® Residential Leased
❑ Scholl / preschool / day care
D Food Lind drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with fond preparatio✓sevice
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing flame
❑ Car Wash
❑ Hotel and/or Motels
El Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
O Other (Explain in Attachment)
5. Nature of wastewater: 100%Do,nestic/Commercial _%Conunereinl
_II % Industrial (See 15A NCAC 021'.0103(20))
1-3"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02'1' .0114(02 ❑ Yes ® No
Y H yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01I4(0)
Daily Design Flow i°
No. of Units
Flow
16 - 3 Bedroom Houses
120 gal/bedroom
4S
5,76(I GPI)
gal/
GPD
gal/
GPI)
gal/
0!'D
gal/
GPD
gal/
GPI)
Pula!
4,320 CiPD
See ISA NCAC 02T .01141b). (d), le)(1) and (0)(211br caveats to wastewater des nu flow rate: (i.e., minimum flow per
dwelling proposed unknown non-residential development uses; public access faeillies located near high public us areas;
and residentitd prolrcrty loaned south or east of the Atlantic Intracoastal Walenvay t be used as vtcation rentals as le1ned
in (i.S. 42A-4).
b Per 15A NCAC 021'.0114(c), design flow rotes for establishments not identified[ r table I5A NCAC 01E01141-hall be
determined using available Row e40a, water using fixtures, occupancy or operation pattern, and other measured d: tu.
8. Wastewater generated by project: 5,760 GPI) (per 15A NCAC 021..0114)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will he permitted in subsequent permits That connect to this line
❑ Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: ETA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(IfApplicable)- 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
S
463
DIP
Y- Section I1 & III of the MDC for I'enniuiny of Gravity Sewers co rlains information rela ed to design criteria
➢ Section III contains information related to minimum slopes for g avily sewer(s)
Y Oversizing lines to meet minimum slope requirement Is not a lowed 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
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude:-
3. Design flow of the pump station: millions gallons per day (linty capacity)
4. Operational point(s) of the punrp(s): gallons per minute al _ feet total dynamic head (fDH)
5. Sunnnarize the force main to be permitted (for This Pump Station):
Size (inches)
Length (feet)
Material
6. Power mliability in accordance with I5A NCAC 02'1' .030500(11:
0 Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T .0305(h)(1)(BF
➢ Required for all pump stations with an average daily flow greater than or equal to 15,0(10 gallons per day
Y Must be pennanent 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 -confection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
Or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 1 5A NCAC 021 0305(h)(1)(Ct):
Y 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.
Y 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 timefrarnes, shall be provided
in the case ofa multiple station power outage.
FORM: PTA 04-RI Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02'T .0305(1 & (n)
15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer vstems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed waver lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply soave, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), 9, SA, ORW, HQW, or SD from normal
high water (or ride elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground wafer lowering and surface drainage
ditches
10 feel
Any building foundation
5 feet
Any basemen)
10 feet
Top slope of embankment or ems oft 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
➢ I5A NCAC 02'f.030500 contains alternatives where separation in 02'f.0305(I) cannot be achieved.
Y **Stream classification can be identified using the Division's NC Surface Water Classifications weboage
' If noncompliance with 02T.0305(f) or (g) see Section X atlas application
2. Does the project comply with separation requirements for wetlands? (50 feel of separation) ® Yes ❑ No 0 N/A
Y See the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required litre alternative design criteria specified is utilized in design and construction
Y As built documents should refenmee the location ofareas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? ® Yes ❑ No ❑ N/A
Y This would include 'Front Buffered Streams per 15A NCAC 211.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
• hdbmnalfon can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(e)(6) (additional penults/certifications)?
® Yes ❑ No
Per 15A NCAC 02'1'.0105(c)(6), directly refined environmental permits Or certification applications me being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentolion control plans, stonnvnter management plans, etc.).
6. Does this project include any sewer collection Tines that am deemed "high -priority?"
Per 15A NCAC 021'.0402 "high -priority sewer means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No ® N/A
➢ If yes, include an atraclunent with details for each line, including type (aerial line, size, naterial, and location).
High priority Tines shall he inspected by the permittee or its representative al 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: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 02'f the Minimum Design Criteria for the Permitting of Pump 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/Altemalive 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 sunport(ngdocuments.
2. Professional Engineer's Certification:
1,
Michael R. Goforth, PE attest that this application for
(Professional Engineers name from Application Item 111.1.)
has been reviewed by are and is acetonic, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, mtd all other supporting documentation to the hest of my knowledge. I thriller 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 ore Minimum Design Criteria for the Fast -Track Permiting
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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accorrbmee with General Statutes 143-215.6A and 143-215.613, any person who knowingly nukes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include n fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
High Country Engineering, PC
111 E. Chestnut Street
Asheville, NC 28801
Firm No.: C-3347
3. Applicant's Certification per 15A NCAC 02T .01(16(b):
I, Jim Falland
(Signature Authority's name R title from Application hernial)
has been reviewed by are 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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in 01 immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resoames should a condition
of this permit be violated. 1 also understand that if all required pans of this application 'mange 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.
rrYffCIAtRo //...
O: ‘"C- )
d 2?0.
ra
rvvr/�liRiiiGOf sO5`e\
attest that this application for
NOTE — In accordance with General Stases I43-215.6A 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 line not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
Date: L1-774� 2
FORM: PTA 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: Clay Edwards
Project Name for which flow is being requested: Brevard Ridge Subdivision
More than one FTSE may be require/ for a single project if the owner of the IFIPTPis not responsible for all pump
.caaians along the route of the purposed nwstewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Brevard WWTP
b. WWTP Facility Permit #: NC0060534
Mallows are in MGD
c. WWTP facility's permitted flow 2.500
d. Estimated obligated flow not yet tributary to the WWTP 0.000
e. WWTP facility's actual avg. flow 1.30
f. Total flow for this specific request 0.0057
g. Total actual and obligated flows to the facility 1.3057
h. Percent of permitted flow used 52.1%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Curren)
Station Station Firm Daily Flow" Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), Avg. Daily Daily Flow, Obligated Available
Number) No. MOD M(iI) Plow, MOD MOD Flow Capacity***
Wilson 1.109 0.444 0.200 0 0.200 0.242
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that con be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, 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): Brevard WWTP
Downstream Permit Number: NC0060534
Page 1 of 6
FTSE 10-18

III. Certification Statement
I Jim Fatland cenify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacitylo transport and treat the proposed new wastewater.
Sigfi FY(fcia! S'vellum
itH ra.4ga-
Tine iipeeigning QO iul
Page 2 of 6
Dale
FTSE I0-18

Erosion Control & Stormwater Calculation Manual
BREVARD RIDGE SUBDIVISION
MARCH 16, 2021
REVISED: APRIL 7, 2021
Project area is split between the Pisgah Forest and Brevard Quadrangle. We will provide
both for reference.
USGS
Brevard Quadrangle
North Carolina - South Carolina
7.5 Minute Series

Erosion Control & Stormwater Calculation Manual
BREVARD RIDGE SUBDIVISION
MARCH 16, 2021
REVISED: APRIL 7, 2021
USGS
Pisgah Forest Quadrangle
North Carolina
7.5 Minute Series