WQ0041222_Application (FTSE)_20191003

'
State of North Carolina
DWR
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 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, 15A
NCAC 02T, 15A NCAC 02T .0300, 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 form the Division) are explained in l5ArWW&MI303
Projects not eligible for review via the fast track process (must be submitted for full technical
➢ Projects that require an environmental assessment in accordance with 15A NCAC�IC .0100; SF/J ➢ Projects that do not meet any part of the minimum design criteria (MDC) do a metiV,A� /
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; :7/j3 22
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grtid6o"empli �o/,Q
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); Ode,. il0
➢ Vacuum sewer systems. b b,
W,)�ti9/.
General— When submitting an application, please use the following instructions as a checklist in order to ensure all ,6quired 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: ETA 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 Carolina 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 none 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 Engineer.
® 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: ETA 04-16 & SUPPORTING DOCUMENTATION Pagel 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.
D 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).
➢ 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
® 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 the Applicant would like the Division to address during the permit
modification (Le., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T 0305(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 clay
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 I SA 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
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T 0115(a)(I 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 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):
❑ Home/Property Owners' Associations
❑ Per U;A NCAC 02T .01l5(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ 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 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems roebsite
INSTRUCTIONS FOR FORM: FTA 0446 & SUPPORTING DOCUMENTATION Page 2 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: 828 North. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual Z Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Stephen Austin per 15A NCAC 02T .01o6(b)
Title: Manager
4. Applicant's mailing address: PO Box Zip: ° r' y� C71
City: Greensboro State: NC Zip: 27429-_ � �
5. Applicant's contact information:
Phone number: [phone] Email Address: steohervQaustindevelooment com SEP } 1 20�9
H. PROJECT INFORMATION: 'Betel' Quality Regional 0Pe12fI0nS
1. Project name: 828 North Asheville Region.IOffice
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permlt/Project
If a modification, provide the existing permit number: W000 and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Buncombe
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.710972' Longitude:-82.582925°
5. Parcel ID (if applicable): 973362499200000
(or Parcel ID to closest downstream sewer)
IM CONSULTANT INFORMATION:
1. Professional Engineer: Barret Hagen License Number: 30469
Firm: Hagen Engineering PA
Mailing address: 3859 Battlepround Ave
City: Greensboro State: NC Zip: 27410�_
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name: French Broad River WRF Permit Number: WQCS00004
Owner Name: MSD
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(a) (if applicable): WQCS
Owner Name(s):
FORM: ETA 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 Developer's Ouerational Agreement (FORM DEV) been attached?
❑ Yes [-]No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM, HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ® Car Wash
® Residential Leased ❑ 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 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? [—]Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T 0114(f)? ❑ Yes ® No
➢ If ye& provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow ••°
No. of Units
Flow
Multi -family Residntial
100 gal/day
302 beds
30, 000 D
Office Employees
25 gal/day
4
100 G^P�D
Pool
10 gal/user
50
500 sri"U
Car Wash
1200 gal/day
1
1200 96
gay
GPD
gal/
GPD
W t'M L � �k(rv, ._
Total
32,000 GPD
vr
a Sae 15A NCAC 02T O1 t4(b) (d) e (2 (e)(11 and () for caveats to wastewater de desi flow rates (i.e, minimum flow par
dwelling; proposed unknown non-residential development uses; public access facilities located new high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114j shall be
determined using available flow data, water sing fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32 000 G11D (per 15A NCAC 021.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
L Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
888
PVC
8
608
DIP
6
642
PVC
4
28
PVC
➢ Section II & DI of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
She (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(3),.
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(Q):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(f) & (a) ® Yes ❑ No
D 1<e ur A mmnanaFl.....,.o:.......:..:.....«...e....«..:­Fl......r--ui---_..:a-at_--_...---._._..--.
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 Lhorizontali
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 not
Drains e s stems and interceptor drains
5 feet
Any swimmin pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T 0305(el contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can he identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T 0305(fl or 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 of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ®N/A
➢ This would include Trout Buffered Streams per l5A NCAC 213,0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T 0105(e)(61(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 "bigh-priority?'
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Fmroe Mats (latest ve sion)and the Gravity Sewer Mi ti muni Des ',ol Criteria (latest version 1 as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting, documents for
review. Aanroval of the reauest is required grior to submittal of tile PtTruck Application and suidliorting documents.
2. Professional
t attest that this application for
name from Aunlication Item ❑I.I.1
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty ass 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per vigl Lion
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certippfic��ation per 15A NCAC 02T .0106(b):
I. �31P7 �1R.h G. Qt,aS�l-.w,
name ac title Item Application Item 1.3.)
".�liGa/f Ci
ZO moo,.._. J,.. .
:a 3 4 9 ?�rli
attest that this application for
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 fiom 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 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
•$$11'00,,'000 asttwell as civil penaltiestip to $25,000 per violation.
Signature: '"`- `�
�. Date:
FORM: FTA 04-16 Page 5 of 5

HAGEN
ENGINEERING, PA
Asheville Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa, NC 28778
828-296.4500
3859 Battleground Ave, Suite 300 Phone: [phone]
Greensboro, NC 27410 [e-mail]
RE:. 828 North
NCDEQ Submission
Private Sewer Permit.
Cover. Letter
September 11, 2019
The purpose of this cover letter is to outlinethe contents of this .Private. Sewer Permit
application package as well as to provide of a summary of the projectto which is pertains. This
828 North development Is a multifamily complex with 68 one bedroom units, 90 two bedroom
units, and 18 three bedroom units, as well as a clubhouse with approximately 4 employees, a
pool with and estimated 50 users/day and a: car wash, whichwill require an estimated peak: flow
of 32,000 GPD. for utility consumption. The project will be comprised of private gravity sewer,
thatflows to a previously permitted on site private pump station. In terms of the private gravity
sewer, this project will be comprised of 888 LF of 8" PVC, 608 LF of 8" DIP, 842 LF of 6" PVC,
and 28 LF of 4" PVC.. Within this submittal package you will find the following items:
1) $480:check for the Private Sewer Permit.
2) One completed& one copy of the DWR Fast Track. Sewer System Extension application
3) One 8.5" x 11" USGS Topo Map
4) One street level map (aerial)
5) Flow Tracking Form
Thank you.
Nolan Franz, EIT
Hagen Engineering, PA
434-566-8037

GI ENINGEERING, PA TRANSMITTAL
EN
DATE: 09/11 /2019
TO: Asheville Regional Office
Water Quality Section
Attn: Tim Heim
2090 US Hwy 70
Swannanoa, NC 28778
808-296-4500
PROJECT: 828 North
PLEASE FIND ATTACHED:
ITEM
DATED
Private Sewer Cover Letter 9/11/2019
Private Sewer Permit $480 check 9/11/2019
Private Sewer Permit App 9/11/2019
Nolan Franz
�����2 .3CIE
�IIIIIILLLLLL111III������ SEP 12 2019
WetIIEYFd®glcn
ARI)OVl pp9r ticns
�h�villa ���lonsi vft)cs
,y1
Hagen Engineering, PA PO Box 14851 Greensboro, NC P-33GA04-9796 [e-mail]

HAGEN
ENGINEERING, PA
Asheville Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa,NC 28778
828-296-4500
3859 Battleground Ave, Suite 300 Phone: [phone]
Greensboro, NC 27410 [e-mail]
RE: 828 North
NCDEQ Submission
Private Sewer Permit
Cover Letter
September 11, 2019
. RE
1S\l\j
SEP f 2 2019 v-2)
Quality Regional Oporatlnn,
Asheville Regioriel GRira;
The purpose of this cover letter is to outline the contents of this Private Sewer Permit
application package as well as to provide of a summary of the project to which is pertains. This
828 North development is a multifamily complex with 105 one bedroom units, 105 two bedroom
units, and 42 three bedroom units, as well as a clubhouse with approximately 4 employees, a
pool with and estimated 50 users/day and a car wash, which will require an estimated peak flow %rI�
of32000 GPD for utility consumption. The project will be comprised of private gravity sewer,
that fo�w� s to a previously permitted on site private ourrin `ray' „ In terms of the private gravity
sewer, this prolec�wilibe comprised of 888 LF of 8" PVC, 608 LF pf 8" DIP, 642 LF of 6" PVC,
and 28 LF of 4" PVC. Within this submittal package you will find the following items:
1) $480 check for the Private Sewer Permit
2) One completed & one copy of the DWR Fast Track Sewer System Extension application
3) One 8.5' x 11" USGS Topo Map
4) One street level map (aerial)
5) Flow Tracking Form
A�wll•� �2 �. �
Thank you,
Nolan Franz, EIT
Hagen Engineering, PA
434-566-8037

D��l�d. I",1 11 State of North Carolina
DWR
Department of Environment and National Resources
SEP 12 2019 1 Division of Water Resources
Flow TrackinglAcceptance for Sewer
Division of Water ResQnrrailPv Raninnai C)neraficri"
]'reject Applicant Name: NOLANMUUMIke Neylullal rdun;r.
Project Name 1'or which ]low is being requested: 2017153 - BLUE. RIDGE CROSSING -RENEW
More th:ul one FI'SFi10/07 puny be required fora single project ifthe mvnerofthe WW"rV is not responsible lire NI P
route ofthe proposed wi etewnt., floe
1. Complete this section only if you are the livncruflhc wastcwatmtreatment plant.
a. W WTP Facility Name: Water Reclamation Facility
b. WW'fP facility Permit fF. NCO024911
a W W"1T facility's perlllllted 110ly:
d. Estimated obligated ]low not yet Irlbunu'y to VINYTI':
c. W W'I'P facility's actual avg Ilovw:
11 T01a1 ]low loot this slacril is request:
g.'I'call actual and obligated Ihoos to the Facility':
h. Percent of permitted now used:
II. Complete this section for each pump station you are responsible for;
List pump stations located between the project connection point and the
N
PumpA Station
Firm Design n,�) p(,i
(Name or
Capacity,* Average Daily Cur •nl
Number)
MGD Flom**(V11IT; / I ily,J:
pt)MGD
Weaverville In
3,024 1.210 .6�
Wcavcrville 112
2.4,18 0.979 OA?
Jlnrvs are in MGD
along the
late
l'/of this reposed water flow.
/ ', (C) (D)=(B+C) (E)=N'D)
,�Pligatcd, Not 'Total Current Available
VYet I iibutary Flosv Plus Capacity
., Daily plow, Obligated wrw
NIGD Flow
0.2352 0,875 0,335
0.2826 0.732 0.247
* The Firm Capacity of any I rep shdion is defined as the maximum pumped now that can
be achieved with the largest amp htken out of service.
** Design Average Daily my is file Firm capacity of tiro punsp Station divided by a faulting
factor (pp not less than .5.
*** A Planning Assea ten[ Addenda,,, shall be attached for each pnrnp station located
between the project anneclion point and the W WTP where the Available Capacity is <= 0.
I, /--' c' , Certify that the addition ofthe volume of Wnslesvaler to be permitted in this junijeet has been
evaluated along the route to c receng wastewater treatment facility, and that the dot ]Pont this project will not cause any capacity related
San!In iy Sewer cent llows o overburden airy dmvnstrrml pump station an route 10 the receiving treatment plant. This certification applies to
those items listed above Sections I and It lot' which I am the responsible paity. Signature of this feria indicates acceptance ol'this
wastMan,' O.W.
Page I of I
Dale
171 SE 08-13

State of North Carolina
Department of Environment Quality
Division of Water Resources
Flow
Entity ApplicamName: STEPHENAUSTIN.
ProjecCName for which flow is being requested:. 2017,153-828: NORTH. (Bra BLUE RIDGE CROSSING)..
More Nmn one P=cscp be rvindc dfor a single pmlea Ur/ro tavnerof fhe 07YTP lines mipmerablefor all prwpactmnralongdievants ofil"
proposed ivasleunier flow:
1. Complete this section only ifyoq.are the owner ofthe wastewater treatment plant.
a.: WWTP Facility Name: Water ReelamaHonFacility
b, WWTP Facility Permit N: N00024911
All ffows.are in MCD
a. WWTP facility's permitted flow: 40:
d. Estimated obligated flow not yet tributary to WWTP: 8.0623
a:: WWTP facility's actual avg flow: 20.7590
f. Total flow for this specific request: 0.0320
g. Total actual and obligated Flows to the facility: 29.8219.
11. Complete this section for each pump station you are responsible for along the mate of this proposed water flow.
List pump stations located between the project connection point and the WWTP
(A).
(13)
(C)
(D)=(B+C)
(E)-(A.D)
Design
Approx,
Obligated, Not
Total, Current
Pump: Station
Firm Average Daily
Current Avg.
Yet Tributary
Flow Plus
Available
(Narmor
Capacity,-. Flow -* (Firm/
Daily Flow,
Daily plow,
Obligated Flow
Capacity
Number)
MOD pf) MOD
MOD.
MOD.
Weaverville:#1
2.794 1.1.17
0641
0.6032
1.244
-0.127
Weavervilled2
2.937 1.135
0.641
0.6032.
1.244
4109
The Firm Capacity of any pump station Is coincides the maximum pumped now thatcan
be:addeved with the largest pump taken out of si evics.
*.*: Design Average Daily Flow Is the firm capacity of the pumpstation divided byapeaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point an(] the WWTP where the Available Capacity is 0.
Downstream facility Name (Sewer): MSD of Buncombe County Collection System
Downstream Permit Number: WQC800004
III_ Cerdficnfon Slutemenq
cenifyto thebestofony knowledge that the addition ofthe volumeofwastewater to be permitted
in this project has been evaluated alongthe route to thereceiving wastewatertreatment facility and that the flow fromibis project isnot
anticipated to cause any capacity related sanitary sewer overflows or overburden any donnish can, pump station an route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements Identified in the planning assessment
where applicable. This analysishas been performed in accordance with local established policies and procedures using the best available data
. This certification applies tothose items listed above in Sections I aridi1 plus all attached planning assessment addeodums for which 1 am the
responsible risider IngrIDWre of this. form indicates acceptance of this wastewater Bow.
Page I of 1 FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
'Submita planningassessment addendum for each pump station listed in Section It where Available. Capacity is.<
0.
Pump. Station (Name or Number):
Given: that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
48.5 % and 0.6032 MOD of the Available Capacity (E) in Pump Station
Weaverville#P and#2 ;. and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.012 MGD per year; and that
e.. Afunded .Capital Project that will provide the required planned capacity, namely
Weaverville PS Replacement is in design or under construction with
planned completion in 2024 ;and/or
d,. The following applies:
MSD's FY19120 10-yr CIP includes a project to redesign and construct a new.
Weaverville pumping system, InFY 20/21,the 2011: Weaverville Pumping: System study
will be updated.. with new flow projections and'.. project recommendations. The plan will
likely include replacing Weaverville #1 with a larger station to accommodate flows throw t
2070. The existing force main will be enlarged and willconvey flow fromW'ville#1
.directly to. the. treatment facility. Weaverville#2 will be converted. to a smaller residential
pump station. The now system will be designed in FY 21/22 and is expectedto be in
Therefore:
Given reasonably expected conditions and planting information, there issufficient justification to allow
this flow, to be permitted, without a significant likelihood' of over -allocating capacity in the system
infrastructure.
I understand that thisdoes not relieve the collection system owner from complying with. G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Page 3 of 6
BTSE 10.18

J
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary August 31, 1987 Director
Mr. W. H. Mull, P.E. Engineer -Manager
Metropolitan Sewerage District of Buncombe County
P.O. Box 8969
Asheville, N.C. 28814
Subject: Residential Design Flows
Buncombe County
Dear Mr. Mull:
During the last couple months there has been considerable discussion regarding
residential design flows for projects going into the Metropolitan sewerage district of
Buncombe County (MSD) treatment system. MSD has requested that it be allowed to use
100 GPD per bedroom for residential design flow rather than the typical value of 120
GPD bedroom. In support of this request, MSD has provided the results of a study of
residential flows in its service area. After reviewing these results, the Division of
Environmental Management has determined that sufficient documentation has been
provided to warrant the use of a residential design flow rate of 100 GPD per bedroom;
therefore, the Division of Environmental Management will allow residential design
flows 'of 100 GPD per bedroom for projects which are going to the MSD of Buncombe
County service area.
If you have any questions regarding this matter, please contact Mr. Arthur
Mouberry or Randy Jones, at 919/733-5083.
S incgxely yours, t �(]-(-/�}.—
George .F,verett, Chief
Water Quality Section
cc: Asheville Regional Supervisor
State Engineering Review Group
Pollution Prevention Pays
PO. Bw 27687, Raleigh, North Camhea 2761-Ile] Telephone [phone]