WQ0040223_Application (FTSE)_20180815

CDC"�.
Transmittal wgooaozza
Date: August 8n",2018
Project Name: Nesbitt, Phase 1
AUG - 8 2018
CDC. Project: 21802
n +o aratlan�
To: Asheville Regional Office Water Quality Section
2900 US Highway 70 ---
Swannanoa, NC 28778
828-296-5400 J/
Via: D Mail D Overnight LI Hand Delivered ❑ Pick up @ CDC Office ❑ Digital
Copies Date
2 08/08/2018
------------ ---
2 08/08/2018
Remarks:
Description
---------------
Cane Creek Sewer Approved and Signed Fast Track Application with Sewer
Allocations Mapping, Deeds_and Companx Secretary of Stale Information
------------ ---- '-"----. ---------------
Cane Creek Sewer Approved Plans (24" x 36")
------------------
ason Foster, PE
C,
SAACAMUNIQUF METH0WI\ ,,,htcsnnd ibnnsA"rmnsmillutdocx
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

W00040223
DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: no Nco,nplMd by DWm
All Items must be completed ar the application ill be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Can Creek Sewer District (company, municipality, HOA, utility, etc.)
2. Applicant type. ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Stme/County ❑ Municipal ® Other
3. Signature authority's name: Mamuslones. P.E per ISA NCAC 02T 0106(61
Title: Director
4. Applicant's mailing address: l Historic Courthouse Saran Suite
City: Hendersonville State: NK` Zip: 28792-_
5. Applicant's contact information:
Phonenumber.(=)WAQ§160 Email Address: maioneslnlhendemmncounlynoora
11. PROJECT INFORMATION:
1. Project name: Nesbitt Farms S
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but pan of a master plan, provide the existing permit number: W000_
3. County where project is located: Henderson
4, Approximate Coordinates (Decimal Degrees): Latitude: 35'4007° Longitude: -82.5484°
5. Parcel ID (if applicable): 9641-28-9849
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
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1. Professional Engineer: Warren Suva
License Number: 32613
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Firm: Civil Design Concepts, PA
Mailing address: 168 Patton Avenue
AUG
9 2M
City: Ashcvilla State: NC
Zip: 28801-_
Phone number: QV 398-4517
Email Address: wsuee(dcdcvo.com
Water Qr2111y nrzP'0;yd
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IV. WASTEWATER TREATMENT FACILITY (W WTF)INFORMATION:
1. Facility Name: Water Reclamation Facility
PermitNUlnber:N00024911
Owner Name: Metropolitan Sewer District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different lhanWWTF):
1, Permit Number(s):WQS00204 Downstream (Receiving) Sewer Size:$ inch
System Wide Collection System Penit Nr pbens) (if applicable): WQCS_
Owner Nome(s): Cane Creek Sewer District
FORM: FTA 04-16 Page I of 5

VI.
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a U I p Operational A t (?ORM' DEV1 been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/Prope sy Ow re c' Associal on, Its an Operat'onal As, cg w tl (FORM HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑ Businesses / offices /factories ❑Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100% Domeslic/Commereial _%Commercial
_I % Industrial (5ct 15A NCAC 021'.0103(20))
"Is them a Pretreatment Program in effect? ❑ Yes ®No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f) ❑ Yes ® No
D If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114fO1
Dally Design Flow -,s
No. of Units
Flow
Residential
100gal/Bedromn
324
37400 GPD
gal/
GPD
gal/
GPO
gal/
GPD
gal/
GPD
gal/
GPD
Total
32400 D
a See 15A NCAC 02T .01 14(b), (d). (e)(1) and (e)(2) for caveats to wastewater design flow rales (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential properly located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42AA .
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified (in table 15A NCAC 027 01141 shall be
determined using available flow data,/w ler using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32400RIPD(per 15A NCAC 02701141
D Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02T.0305& MI)C(Gravity Sowers):
1. Summarizegravitysewertobepermi(ted:
Size (inches) Length (feet) Material
8 5,362 PVC
8 369 DIP
S/73(
Y Section 11 &I11 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewers)
Y Overslzing lines to meet minimum slope requirement Is not allowed and n violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —01'1'.0305& MDC (Pump Stations/Force Mailsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude:_" Longitude:.
3. Design Row of the pump station: N/A millions gallons per day (firm capacity)
4. Operational poim(s) of the pump(s): N/A gallons per minute at N/A feet total dynamic head (TDR)
5. Summarize the force main to be permitted (to, this Pump Station):
6. Power reliability in accordance with ISA NCAC 02T.03050[1(1):
❑ Standby powersource or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(i)(B);
➢ Required for all pump stations with an average daily Bow greaterthan orequal to 15,000 gallons per day
Y Must bepennanenl to facility
Or if the pump station has an average daily flaw less than 15,000 gallons perday:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(h)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(Cy
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 pomp is dedicated to multiple pump stations, an evaluation ofall the pump stations, storage
capacities and the rotation schedule of the portable power source or pump, including travel timeltames, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5
Size (Inches)
Length (feet)
Material
N/A
N/A
N/A
6. Power reliability in accordance with ISA NCAC 02T.03050[1(1):
❑ Standby powersource or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(i)(B);
➢ Required for all pump stations with an average daily Bow greaterthan orequal to 15,000 gallons per day
Y Must bepennanenl to facility
Or if the pump station has an average daily flaw less than 15,000 gallons perday:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(h)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(Cy
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 pomp is dedicated to multiple pump stations, an evaluation ofall the pump stations, storage
capacities and the rotation schedule of the portable power source or pump, including travel timeltames, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS& SEPARATIONS —(028.0200& ISANCACO2T.0305(Q):
1. Does the project comply Willi all separations found in 15A NCAC 02T 0305(1) & (al ❑ Yes ❑ No
YISA NCAC m2T minelFl�"md�.�.:�.:......,.........:.......:.....u..u:.........:a.ar.e....e.......e...e.
Setback Parameter`
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vesical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed waterlines vertical - roclaimed over sewer
18 inches
Reclaimed water lines horizontal- reclaimed over sewer
2feet
^Any private or public water supply source, including any wells, WS -I waters of Class I or
Class 11 unwounded reservoirs used as a source ofebrinking water
100 feet
**Waters classified WS (except WS4 or WS -V), B, SA, DEW, HOW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feel
""Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feel
Any building foundation
5 feel
Any basement
10 feet
Top sloe of embankment or cuts oft feet or more vertical height
10 feet
Drainage systems and intercepter drains
5 feel
An swimmin oats
10 fact
Final eenh rode vertical
36 inches
D 15A NCAC 02T 0305(el contains alternatives where separations in 02T.0305(f) cannot be achieved.
D
--Stream classifications can be identified using the Division's NC Surface Wato Cliss'fcat'a swebi=
D Ifnoncempliance with 02T0305(fior(e) see Section X ofthisapplication
2. Does the project comply with separation requirements for wetlands? (50 feet ofseparation) []Yes []No ®N/A
D See the Division's droll separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rales per 15A NCAC 0213.0200? ® Yes ❑ No ❑ N/A
D This would include Trout Buffered Streams per 15A NCAC 28.0202
4. Does the project require coverage/authorization under a404 Nationwide or ❑Yes ®No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes []No
Per 15A NCAC 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, stortnwater management plans, etc.).
6. Does this project include my sewer collection lines that are deemed "high-prloriv"
Per ISA 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 detedorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shell be Inspected by the permilleeor Its representative utleasl once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permilee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CEWFIFICATIONS:
1. Does the submitted system comply with I SA NCAC 02T, the Milli ToLm Design Cder: lot tile Permitting f PtanD Snt'o s
and Force Milos (latest version) and the Gravity Sewer Minimum DesigC'teria(latest versionlasapplicable7
® Yes ❑ No
If No, complete and submit the Variance/Allernativc Design Request application (VADC 10-14) and supporting documents for
review. Approval of the rearrest is required Prior to submlttal ofthe Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
name from Application Item 111.1.)
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 farther 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 (]star 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 143-215.68, 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(b):
1 Marcus Jones, P.E. Director dust that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 watilewatefrom (his 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also undemland that if all required parts of this application package am 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 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: lFUd �u _---- Date: Zl
FORM: 17TA 04.16 Page 5 of 5

AUG1018 State of North Carolina
WQ0040223 rtment of Environment and National Resources
Division of Water Resources
Flog; Tracking/Acceptance for Sewer Extension Permit Applications
Division of Water Resources (FTSE -08-13)
P%Icel Apl iced Name: STEPHEN BEVERIDGE
Project Name for which flow is being requested: 2018101 - NESBITT FARMS SUBDIVISION-CCWSD
More than one fFSE. 10/07 may Ii roc ired lin "single protect il'tae owner a'tIm WW ITN not unponsime moll pomp smtinu along the
wane ollbe proposed wastewater Dow.
1. Complete this section only ifyou arc the owncroflhc wastewater trestnronl plant.
a. WW IT facility Name: Water Reelonation Facility
b. WW 111 Facility permit N: NCO024911
c. WW 111 Iheillly's permitted flow:
d. 13stinxacd obligated flow not yet Iributury to W W'I'P:
e. WW I P IhcifilyN actual avg Ilmv:
C'I'olaI flow for this specific request:
S. "Ictal actual and obligated Does to the facility:
h. percent offal mined flow used:
AUflows are fa MGD
40
6.3125
IL Complete this section for each pump Station you are responsible I'or ming lire mute ourthis proposed venter fay.
List pump stations located between the plwjecl connection point
and tum WWI p
(A)
(B)
(C)
(D)=(D+C)
(E)=(A-D)
Pump Station firm Design
Apai
Obligated, Not
"Total Current
Available
(Name or Capacity," Average Daily
Conant Avg.
Yel'1'ril shay
Flow Plus
Capacity
Number) MGD plow*"(Firm/
Daily Flow,
Daily Plow,
Obligated
r«e
p1)MOD
MOD
MGD
Ilov
Carrier Or111 22.600 9.040 7.358 1A769 8.835 0.205
The Firm Capacity lufluny plump station is defined as the nindmum pumped Row that call
be achieved with the largest pump taken out orservice.
"" Design Average Daily Flow is the farm capacity of the pomp station divided by a peaking
factor (Ili) not less than 2.5.
—l' A Planning Assessmmd Addendum shall be mtached for each pump station localed
between the project connection point and the W WTP where file Available Capacity is e= 0.
IIL
I, CC li to/all;5Wmeal
coutil'y that the addition 01 file Volume of wastewater to be permilled in this project has been
evaluated along the route to the receiving wastewater treatment facility and that the flow from this project will not erase any capacity related
sanitary sever ovmflovs or overburden any downshu;nn pump Station en route Io the receiving treatment plant. This certification applies to
those items listed above in Sections I aad II I'm which I am the responsible party. Signature ol'Ihis form indicates acceptnnec ofthis
P'f5608-13

Nesbitt farms Subdivision
Fast —Track Rec'd August 8, 2018
Henderson County
4744
DATE
INVOICE NO.
COMMENT
AMOUNT
NETAMOUNT
08/08/2018
-
.21802 Nesbitt Farms Fast Track Sewer Permit
480.00
t
AUG 8 2®9U
I
�e+a9on3
DATE08/08/18 VENDOR NCDEQ
TOTAL
480.00