WQ0041484_Application (FTSE)_20200221

V,JD 60 '+� 4 IN
IRDG
I l l
Water Quality Regional Operations
Asheville Regional Office
January 9, 2020.
Fast Track Sewer System Plan Review
NCDEQ-DWR
2090 US Highway 70
Swannanoa, NC 28778
Reference: 17-087 Arcadia Views (formerly Laurel View Farms)
Laurel Park, North Carolina
To Whom It May Concern:
Please find enclosed the Fast Track Sanitary Sewer Extension application documentation for
the Arcadia Views project.
Arcadia Views is a 129,Wilt single-family residential development that is located at 2710
Brevard Road, Hendersonville, NC 28791. � _a w � 4 °J" 1
Attached are:
One original and one copy of the ETA 04-16 application and supporting documents
Application fee: $480.00
Flow Tracking/Acceptance form (Form: FTSE 10-18) 2 copies
Site maps (8.5x11 color USGS, Street level map)
Sincerely yours,
Mercer Design Group, PC
Principal
in Mercer, PE
M e.... ONE.,.. G...I. PC
PG Box 1518, W[wveeviue, NO 287B7
P. 828-645-70BB F. BZB-645-7714

State of North Carolina
Department of Environmental Quality
QW:RDivision of Water Resources
ISA NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
`D1vlslon of Water Resources INSTRUCTIONS FOR FORM: PTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, I5A
NCAC 02T, 15A NCAC 02T.030U, Division Policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T 0305 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 Division) are explained in 15A NCAC 02T0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC I .0100;
D Projects that do not meet any part of the minimum design criteria (MDC). document;
➢ Projects that involve a variance 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.
➢ 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):
® 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 Can Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 shall be consistent with the project time 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
Cnrolina licensed Professional En itim.
® 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).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
M 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 owner 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. 143-
215.67 a .
D 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 11-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
M 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):
Ei Submit the most recently issued existing 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 15A NCAC 02T0305(h)(1), 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 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
timefromes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
H Per 15A NCAC 02T 0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Comm issiou 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 Commission's 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 HOA/POA and Developers for lots to be sold):
❑ H me/Prooertv Owners' Associations
❑ Per I SA NCAC 02T 0115(c), submit the properly executed Operational Agreement (FORM I-IOAI.
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per ISA NCAC 02T.0115(b), submit the properly executed One�onal Aereement (FORM; DEV).
For more information, visit the Division's collection systems ivebsite
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of

RD�3(CIZ57D State of North Carolina
Department of Environmental Quality
BAN 3 n 2020 Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Of Wa6r RespKWQuallty Regional Operations FTA 04.16 & SUPPORTING DOCUMENTATION
Application Number: WQ OU�bc comnlacd by uWR)
All items must he comol ted or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City Of Hde ville (company, municipality, HOA, utility, etc.)
2. Applicanttype: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Lee Smith per 15A NCAC 02'I' 0106(b).
Title: Utilities Director
4. Applicant's mailing address: 305 Williams Street Suite 119
City: Hendcrisomille State: MC Zip: 2872-_
5. Applicant's contact information:
Phone number: (>!2Dffi-M Email Address: ismithQhvinc.eov
II. PROJECT INFORMATION:
1. Project name: Arcadia Views (form rly r ourel View Farms)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00033154 and issued date: 6/17102
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Henderson
4. Approximate Coordinates(Decimal Degrees): Latitude: 353288° Longitude:-$Z,5095°
5. Parcel ID (if applicable): 9559-21-7758
(or Parcel ID to closest downstream sewer)
IN. CONSULTANT INFORMATION
I. Professional Engineer: Marvin Mercer. PE License Number: 027782
Firm: Mercer Design Group
Mailing address: PO Box 1116
City: Weaverville State: NC Zip: 28787-_
Phone number: ($28) L55-2 Email Address: mmeroer/almdeeng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Hendersonville W WTP Permit Number: NCO025534
OwnerName: city of Hendersonville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection SYsteul PonnitN nb f)(if applicabl It: WQCS_
Owner Name(s):
FORM: FTA 04-16 Page I of

V1. GENERAL REQUIREMENTS
-
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational
A- ree er t (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a om /Property
Owners' Association, has an Opeintionnl Agreement
(FORM HOAI been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater; (check all that apply):
® Residential Owned
❑ Retail (stores, centers, malls)
❑ Car Wash
® Residential Leased
❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School / preschool / day care
❑ Medical / dental / veterinary facilities
❑ Swimming Pool /Clubhouse
❑ Food and drink facilities
❑ Church
❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial _%Commercial
_%Industrial (See ISA NCAC 02T 0103I201)
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 021 .0114(07 ❑ Yes ® No
A If Yes, Providea copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flaw °i°
No. of Units
Flow
Single Family Residential l gQ
120 gal/Bedroom
199
47,760 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
47,760 GPD
a See 15A NCAC 02T .01 I ,10(I) and !cl(21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in C.S. 42A-4).
b Per 15A NCAC 02T.0114(c), design Flowrates for establishments not identified rin table 15A NCAC 021'.01141 shall be
determined using available flow water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project 47_,760 PD (per 15A NCAC 02T .0114)
➢ Do not include £orate flows ously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T.0305 & MDC(Gravty Sewers):
1. Summarize gravity sewer to bepermitted:
Sim (inches)
Length(feet)
Material
g
2048
PVC
g
50
DIP
Q
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (if Applicable)-02T.0305 & MDC (Pump St tkus/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Arcadia Views
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.3282o Longitude: -82R2°
3. Design flow of the pump station: 0053 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 120 allons per minute at 187.2 feet total dynamic head(TDH)
S. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 6460 PVC
6. Power reliability in accordance with 15A NCAC 02q'0305(h)(I):
�® Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(I)(E).
➢ Required for all pump stations with an average daily flaw greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (dmft agreement)
and is compatible with the station.
D 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 timeftames, shall be provided
in the$ase of a multiple station power outage.
I
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T 030ND & l ul ❑ Yes ❑ No
➢ 15A NCAC 02T.0305rfl ennrninsminim,,,n ........ ....
--- ... .................
Parameter*
Se oration Re uired
Stoms sewers and other utilitielow vertical
24 inches
Water mains vertical -water ovudi in benched trenches
=sewer)
18 inches
Water mains horizontal10
feet
Reclaimed water lines verticalver sewer
18 inches
Reclaimed water lines horizond over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class If im ounded reservoirs used as a source ofdrinkin water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORIN, HQW, or SB from normal
high water or tide elevation and wetlands see item 1X.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5feet
Any basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
S feet
An swimmIn ools
Meet
Final earth rode(vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.03050) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage_
➢ If noncompliance with 02T0305(D or W see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N/A
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location ofareas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B 02002 ❑ Yes ❑ No N N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a404 Nationwide or ®Yes []No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Pcrmitthi : BI, i a ich
5. Does project comply with ISA NCAC 02T.0105(c)LG) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T 0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stteambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No ® N/A
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with l5A NCAC 02T, the Minimum De s'a Criteria for thePer mitt' f Pump Stations
and For Ma irs(I test vers'onl and the Gravity a Minimum Design Criteria (latest version l as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Requestapplicalion (VADC 10-14) and supporting documents for
raview, Arivrovaloftherestriestisrequiredpior to submittal of the Fast Tr k Application and surnigirking documents
Professional Engineer's Certification:
J Caget , 1� _attest that this application for
(Professional Engineer's name from Application Item III.1 J
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6E, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T.0106(yb)):
1, L-e" '✓7 I VIWrI !'r (� l )r�[�G {ppf�'— attest that this application for
(Signature Authority's namee&from Apphfcahon Item L3J
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. 1 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. 1 also understand that if all required parts of this application package me 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 6E, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
s _
Signature: Date:
Page 5 of 5
FORM: FTA 04.16

State of North Carolina
Department of Environmental Quality
- Division of Water Resources
]AN 3 0 2020 Flow Tracking for Sewer Extension Applications
Division of 4Vater Resources g PP
°r„.,.. n—lit.. O...d --- I ___ (FTSE 10-18)
Entity Requesting Allocation' '"""'City of'He"ri&66iinville
Project Name for which flow is being requested: Arcadia Views, formerly Laurel
Afore than one FTSE may be required for a single project if are owner of llte N)PTPis not responsible for all prunp
stations along the route of lbe proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hendersonville WWTP
b. WWTP Facility Permit #: NC0025534
A11 flows are in MGD
c. WWTP facility's permitted flow 4.800
d. Estimated obligated flow not yet tributary to the WWTP 0.070
e. WWTP facility's actual avg. flow 303
f. Total flow for this specific request 5tli
g. Total actual and obligated flows to the facility 3.15
h. Percent of permitted flow used 65.G%
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)
(a) (C) (D)=(D*C) (E)=(A-D)
Design
Obligated,
Pump Pump Average
Approx. Not Yet Total Current
Station Station Firm Daily Flom**
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm /p0,
Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD
Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design Dmv) of any pump station is defined as the maximum pumped Dmv
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
(pl) 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I (G`�h�,'/ %1 certify to the best of my kitowledee 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 capacity to transport and treat the proposed new wastewater.
U f.1, ¢"acl
Title of Signing.Ofjicial
Page 2 of 6
FTSE 10-18

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