WQ0041286_Application (FTSE)_20191108

Civil
CDC resign
Concepts, PA
Transmittal
Date: October 25', 2019
Project Name: Retreat at Arden Farms
CDC Project: 11843
To: Tim Heim, P.E.
Environmental Engineer — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
2090 U.S. 70 Highway
Swannanoa, NC 28778-8211
Via: ❑ Mail ❑ Overnight ❑ Hand Delivered ❑ Pick up @ CDC Office ❑X Digital
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Cover Letter
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Check in the amount of $480.00 (to be hand delivered)
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24x36 Engineering Plans
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FTA 04-16 Fast Track Sewer Application
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Developer's Operational Agreement
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FTSE 04-16 Flow Tracking Acceptance Application
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Site Maps
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Sewer Generator Sizing Report
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Sewer Generator Specifications
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NC Certificate of Authority
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MSD Sewer Allocation
------?nFoster,
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Jas
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]

CDCci.,'.,
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esnCcpts, PA
October 25th, 2019
Tim Heim, P.E.
Environmental Engineer — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
2090 U.S. 70 Highway
Swannanoa, NC 28778-8211
RE: Retreat at Arden Farms
CDC Project No.: 11843
Dear Tim Heim,
On behalf of Oxmoor Apartments, LLC (formerly Tynes Development Corporation), we are
requesting your review and approval of fast track sewer system extension permit application
package for the subject project. The proposed project consists of a proposed public gravity
sewer extension connecting to a proposed private force main system to serve; 312 multi -family
residential units that will be leased, and other appurtenances located at 539 Long Shoals Road in
the Arden.
Please note that the flow allocation was for 124,800 GPD. This project is single phase and will
not use the entire flow allocated. The proposed flow will be 272 one- and two -bedroom
apartments and 40 three -bedroom apartments. The design flow was determined to be 240 GPD
for each one- and two -bedroom and 360 GPD for each 3-bedroom unit. Therefore, the flow to be
utilized by this project will only be 79,680 GPD. We wanted to clarify this at this time for your
use in review and approval of this project.
Please find enclosed the following items for your review and approval:
• Check in the amount of $480.00 (to be hand delivered)
• 24x36 Engineering Plans
• FTA 04-16 Fast Track Sewer Application
• Developer's Operational Agreement
• FTSE 04-16 Flow Tracking Acceptance Application
• Site Maps
• Sewer Generator Sizing Report
• Sewer Generator Specifications
• NC Certificate of Authority
• MSD Sewer Allocation
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]

If you should have any questions or need any additional information during your review, please
do not hesitate to call our office.
Sincerely,
Jason Foster, P.E.
Civil Design Concepts, P.A.
[e-mail]

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR P�
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 from the Division) are explained in 15A NCAC 02T.0303.
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 1C .0100;
➢ 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 I.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 I.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 II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En ig neer.
® 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 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer 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 (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 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 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
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)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities 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 15A NCAC 02T .0115(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 website
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
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DI-11 R
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 MR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Oxmoor Aprtments. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name:_Ziyh { S ® per 15A NCAC 02T .0I06(b)
Title: 49fwwj AtDKSGr AK. sty
4. Applicant's mailing address: 820 Shades Creek Parkway, Suite 2300
City: Birmingham State: Alabama Zip: 35209-
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: Retreat at Arden Farms
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, 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: Buncombe
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.475362' Longitude:-82.567271'
5. Parcel ID (if applicable): 9634-87-1028
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jason Foster, PE License Number: 047671
Firm: Civil Design Concepts, PA
Mailing address: 168 Patton Avenue
City: Asheville State: NC Zip: 28801-_
Phone number: [phone] Email Address: jfosteracdc og com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Water Reclamation Facility
Owner Name: MSD of Buncombe County
Permit Number: NCO024911
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS00004 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): MSD of Buncombe County Collection System
FORM: FTA 04-16 Page 1 of 5

VL 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 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))
4 Is there a Pretreatment Program in effect? ❑ Yes [—]No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
Residential
120 gal/day per bedroom
1248
150000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
150000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) 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 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .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: 2018207
❑ 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 (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
661
DIP
8
1814
PVC
➢ Section II & III 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
VIII. 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: ARDEN FARMS PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.474058' Longitude:-82.564742'
3. Design flow of the pump station: 0.15 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 140 gallons per minute at 105 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
1373
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ 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)(1)(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 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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 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 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(Q) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305( or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the 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 15A NCAC 2B.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(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, 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 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:
1. Does the submitted system comply with 15A NCAC 02T, 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/Alternative 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 supporting documents.
2. Professional Engineer's Certification:
Jason Foster, PE attest that this application for
(Professional Engineer's name from Application Item III.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 143-215.613, 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 $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):
Authority's name & title from Application Item 1.3.)
�N CARo�''%
SEAL
04767�i5
"MI
iNEo
F
/A1SO\A
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 from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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.
Q
Signature: ® Date: C Z I
FORM: FTA 04-16 Page 5 of 5

VIII. 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: ARDEN FARMS BUILDING #3000 PUMP STATION
2. Approximate Coordinates (decimal Degrees): Latitude: 35.47632K Longitude:-82.565756'
3. Design flow of the pump station: 0.00084 million gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 13 gallons per minute at 14 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
75
PVC

STATE OF NORTH CAROLINA
COUNTY OF BUNCOMBE
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 25th day of
OCTOBER
2019 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
OXMOOR APARTMENTS, LLC
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in BUNCOMBE County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as RETREAT AT ARDEN FARMS
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Enter Proposed Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 02/03 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
(Date)
OXMOOR APARTMENTS, LLC
Name o EVELOPER
Bv: MIAQX SIGNHERE
(Signature)
-T►Wro" —0- T%Hts, Ar4rz pep/ew/GT(�lP/ SIGNHERE
Print Name and Title
OCTOBER 25th 23rd 2019
(Date)
FORM: DEV 02/03 Page 2 of 2

State of North Carolina
Department of Environment Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
Division of Water Resources (FTSE-04-16)
Entity Applicant Name: STEPHENBEVERIDGE
Project Name for which flow is being requested: 2018207 - RETREAT AT ARDEN FARMS(aka LONG SHOALS HORSE FAR
More than one ME may be required for a single project if the owner of the WWTP is not responsible for al! pump stations along the route of the
proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Water Reclamation
b. WWTP Facility Permit #: NCO024911
c. WWTP facility's permitted flow:
d. Estimated obligated flow not yet tributary to WWTP:
e. WWTP facility's actual avg flow:
f. Total flow for this specific request:
g. Total actual and obligated flows to the facility:
40
20.7596
0.1248
28.7883
All flows are in MGD
h. Percent of permitted flow used: 72%
11. Complete this section for each pump station you are responsible for along the route of this proposed water flow.
List pump stations located between the project connection point and the WWTP
(A)
(B)
(C)
(D)=(B+C)
Design
Approx.
Obligated, Not
Total Current
Pump Station Firm Average Daily
Current Avg.
Yet Tributary
Flow Plus
(Name or Capacity,* Flow** (Firm /
Daily Flow,
Daily Flow,
Obligated Flow
Number) MGD pf) MGD
MGD
MGD
Carrier Bridge 22.600 9.040
7.358
2.3748
9.733
Clayton Road 1.313 0.525
0.150
0.2738
0.423
* The Firm Capacity of any pump station
is defined as the maximum pumped flow that can
be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by
a peaking
factor (pf) not less than 2.5.
*** 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): MSD of Buncombe County Collection System
Downstream Permit Number: WQCS00004
(E)=(A-D)
Available
Capacity
***
-0.693
0.102
111. Certification Statement:
1 —1-1 b`Grllcira-( certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated alon�ute 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 1 and 11 plus all attached planning assessment addendums for which 1 am the
responsible pa5P-�. igrtatpre of this forVindicateslacceptance of this wastewater flow.
Page 1 of 1 FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
24.4 % and 2.3748 MGD of the Available Capacity (E) in Pump Station
Carrier Bridge ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.177 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Carrier Bridge PS Replacement is in design or under construction with
planned completion in late 2023 ; and/or
d. The following applies:
The French Broad Interceptor - Carrier Bridge PER (completed by CDM Smith in 2019
recommends replacing the existing pump station with a new 34 MGD pump station
(expandable to 40 MGD) to accommodate future wastewater flows through 2070.
The project will add approximately 12 MGD of additional firm capacity by late 2023.
This project is incorporated into MSD's 10-yr Capital Improvement Plan which provides
funding for land purchase (in FY 19/20) engineering design (FY 19/20 and FY 20/21),
and construction (FY 21/22 and FY 22/23).
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does 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.
Signing tcial Signature
Page 3 of 6
FTSE 10-18

-USGS
science for a changing world
82°37'30"
35°30'
39290C
27';
25'
620
FI
35°22'3
82°37'30" "
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery .............................................NAIP, October 2014
Roads ................................ U.S. Census Bureau, 2015 - 2016
Roads within US Forest Service Lands.............FSTopo Data
with limited Forest Service updates, 2012 - 2016
Names...............................................................GNIS, 2016
Hydrography ....................National Hydrography Dataset, 2014
Contours............................National Elevation Dataset, 2008
Boundaries ............ Multiple sources; see metadata file 1972 - 2016
Wetlands ......... FWS National Wetlands Inventory 1977 - 2014
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
6° 31"
116 MILS
0° 54'
16 MILS
UTM GRID AND 2016 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
U.S. National Grid
100,000-m Square ID
LV
r77�1
The National Map
USTopo
35' 32'30"
35'
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 0.5 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 20 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.19
32'30"
NORTH
• CAROLIN
QUADRANGLE LOCATION
1 Enka
1 2 3 2 Asheville
3 Oteen
4 5 4 Dunsmore Mountain
5 Fruitland
6 Pisgah Forest
6 7 8 7 Horse Shoe
8 Hendersonville
ADJOINING QUADRANGLES
SKYLAND QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
82°30'
°^^ 35°30'
29
i0 000
=ET
27
26
27'30"
'24
'23
'22
'21
25'
'20
'19
'18
'17
'16000mN
35°22'30"
` 82°30'
ROAD CLASSIFICATION
Expressway Local Connector
N 7
Secondary Hwy Local Road
co
Ramp 4WD
N
. Interstate Route US Route O State Route
Y
M
FS Primary Route O FS Passenger
FS High
N
X
Route
Clearance Route
O �
Check with local Forest Service unit
M co
for current travel conditions and restrictions.
v
co O
r` u-
SKYLAND, NC
ZQ
2016
z z

MS D Web Map 1 in = 600 ft
Author: MSD of Buncombe County GIS Date: 91412018
The Metropolitan Sewerage District of Buncombe County, NC has prepared these maps based on best available information for use in assisting District maintenance work, service area analysis, and
planning. The District does not warrant the accuracy of any of the information shown. Field verification is advised for all information shown on the maps or included with manhole data. No guarantee is
given as to the accuracy or currency of any of the data. Therefore, in no event shall the District be liable for any special, indirect, or consequential damages or any damages whatsoever resulting from
loss of use, data, or profits, whether in an action of contract, negligence, or other action, arising out of or in connection with the use of the information herein provided. Grid shown is North Carolina
State Plane Coordinate System NAD 1983 (North American Datum 1983).

Project name: Arden Farm Sewer
Customer's name: Civil Design Concepts
Customer contact: Jason Foster
Voltage:
277/480
Application:
Construction
Phase:
3
Emissions Requirement:
Stationary emergency
Frequency:
60Hz
(US EPA)
Altitude:
500 Feet
Alt. Temp. Rise Duty:
130°C Standby
Max. Ambient Temp.:
85 Degrees F
Qty of Gensets:
1
Min. Genset Loading :
10
Fuel type:
Natural gas
Max. Genset Loading :
100
Country :
United States
Site ... requirements
Running kW:
31.26
Max. Starting kW:
41.95 in step 2
Running kVA:
37.77
Max. Starting kVA:
89.25 in step 2
Running P.F.:
0.83
Generator
selection
4P10X Rated kW:
Genset Model:
KG50
Alternator:
53.00
Engine:
KG6208
Alternator Leads:
12 Site Rated kW :
52.29
Emission level:
EPA Certified
Alt. Starting kVA at
275.00 UL 2200 Certified
35% V dip:
BHP:
103.00
Cal Alt Temp rise
80C
Displacement:
378.00
with site loads:
RPM:
1800
Excitation System :
PMG
Voltage Dip Limit: 30.00 % Calculated Voltage Dip: 16.28 %
Frequency Dip Limit: 10.00 % Calculated Frequency Dip: 9.38 %
Harmonic Distortion 10.00 % Calculated Harmonic 0.00 %
Limit: Distortion:
Calculated Genset % Loaded: 59.78 %
The analysis provided from Power Solutions Center are for reference only. The installer must work with the local distributor and technician to confirm actual requirements when planning the
installation. Kohler Co. reserves the right to change design or specifications without notice and without any obligation or liability whatsoever. Kohler Co. expressly disclaims any responsibility
for consequential damages.
Software version: 1.0029.5.32 Tuesday, March 26, 2019
1

The analysis provided from Power Solutions Center are for reference only. The installer must work with the local distributor and technician to confirm actual requirements when planning the
installation. Kohler Co. reserves the right to change design or specifications without notice and without any obligation or liability whatsoever. Kohler Co. expressly disclaims any responsibility
for consequential damages.
Software version: 1.0029.5.32 Tuesday, March 26, 2019

Model : KG50, Alternator: 4P10X
Step # 1
Qty
Run
Start
Volt Dip
Freq Dip
Volt.
%
%
Dist. %
LkW
kVA PF
I kW kVA PIP
L
Misc. Linear Load
1
5.00
5.00
1.00
5.00
5.00
1.00
Site Lights
3 Phase
Step Total
5.00
5.00
1.00
5.00
5.00
1.00
1.13
1.08
0.00
Cum.Total
5.00
5.00
1.00
0.00%
-020%
-0.40 %
-0-50%
-0.80%
-1.00%
-120 %
—Voltage —Frequency
The analysis provided from Power Solutions Center are for reference only. The installer must work with the local distributor and technician to confirm actual requirements when planning the installation. Kohler Co. reserves the right to change design or
specifications without notice and without any obligation or liability whatsoever. Kohler Co. expressly disclaims any responsibility for consequential damages.
Software version: 1.0029.5.32 Tuesday, March 26, 2019

Step # 2
Motor
Pump
15.00 HP
3 Phase
Motor code : G
Loaded
NEMA Design
across the line
Step Total
Cum.Total
Qty Run Start Volt Dip Freq Dip Volt.
% % Dist. %
kW kVA PF kW WA PIP
1 12.94 16.44 i 0.79 41.95 i 89.25 0.47
12.94 I 16.44 I 0.79 I 41.95 I 89.25 I 0.47 I 16.28 I 9.38 I 0.00
17.94 20.60 0.87
0.00%
-2.00%
-4.00%
-6-00%
-8.00%
-10.00%
-12.00%
-14.00%
-16 00%
-18.00%
—Voltage —Frequency
The analysis provided from Power Solutions Center are for reference only. The installer must work with the local distributor and technician to confirm actual requirements when planning the installation. Kohler Co. reserves the right to change design or
specifications without notice and without any obligation or liability whatsoever. Kohler Co. expressly disclaims any responsibility for consequential damages.
Software version: 1.0029.5.32 Tuesday, March 26, 2019
4

Step # 3
Motor
Panel Fan
5.00 HP
3 Phase
Motor code : H
Loaded
NEMA Design
across the line
Step Total
Cum.Total
Qty Run Start Volt Dip Freq Dip Volt.
% % Dist. %
kW kVA PF kW kVA PF
1 4.55 6.07 i 0.75 18.43 i 33.50 0.55 1
4.55 6.07 0.75 I 18.43 I 33.50 I 0.55 I 6.35 I 4.17 I 0.00
22.49 26.57 0.85
0.00%
-1.00%
-2.00%
-3.00%
-4.00%
-5.00%
-6-00%
-7.00%
— Voltage — Frequency
The analysis provided from Power Solutions Center are for reference only. The installer must work with the local distributor and technician to confirm actual requirements when planning the installation. Kohler Co. reserves the right to change design or
specifications without notice and without any obligation or liability whatsoever. Kohler Co. expressly disclaims any responsibility for consequential damages.
Software version: 1.0029.5.32 Tuesday, March 26, 2019
5

Step # 4
Motor
Scrubber
10.00 HP
3 Phase
Motor code : G
Loaded
NEMA Design
across the line
Step Total
Cum.Total
Grand Total
Qty Run Start Volt Dip Freq Dip Volt.
% % Dist. %
kW kVA PF kW kVA PIP
1 8.78 11.25 1 0.78 29.75 1 59.50 0.50 1 I 1
8.78 1 11.25 1 0.78 I 29.75 59.50 I 0.50
31.26 1 37.77 1 0.83
31.26 1 37.77 1 0.83 1
11.27 I 6.80 0.00
16.28 9.38 0.00
0.00%
-2.00%
-4.00%
-6-00%
-8.00%
-10.00%
-12.00%
—Voltage —Frequency
The analysis provided from Power Solutions Center are for reference only. The installer must work with the local distributor and technician to confirm actual requirements when planning the installation. Kohler Co. reserves the right to change design or
specifications without notice and without any obligation or liability whatsoever. Kohler Co. expressly disclaims any responsibility for consequential damages.
Software version: 1.0029.5.32 Tuesday, March 26, 2019
6

KOHLER. Model: KG50
190-600 V Gas
0 9001 EPA -Certified for Stationary
4 KOHLER, Emergency Applications
NATIONALLY REGISTERED
Ratings Range
60 Hz 50 Hz
Standby: kW 53-53 44-44
kVA 53-66 44-55
Generator Set Ratings
Standard Features
• Kohler Co. provides one -source responsibility for the
generating system and accessories.
• The generator set and its components are prototype -tested,
factory -built, and production -tested.
• The 60 Hz generator set offers a UL 2200 listing.
• The generator set accepts rated load in one step.
• The 60 Hz generator set meets NFPA 110, Level 1, when
equipped with the necessary accessories and installed per
NFPA standards.
• A one-year limited warranty covers all generator set systems
and components. Two- and five-year extended limited
warranties are also available.
• Alternator features:
The unique Fast -Response® X excitation system delivers
excellent voltage response and short-circuit capability
using a rare-earth, permanent magnet (PM) -excited
alternator.
The brushless, rotating -field alternator has broadrange
reconnectability.
Natural Gas
LP Gas
130°C
Rise
130°C
Rise
Standby
Rating
Standby
Rating
Alternator
Voltage
Ph
Hz
kW/kVA
Amps
kW/kVA
Amps
120/208
3
60
53/66
184
53/66
184
127/220
3
60
53/66
174
53/66
174
120/240
3
60
53/66
159
53/66
159
120/240
1
60
53/53
221
53/53
221
139/240
3
60
53/66
159
53/66
159
220/380
3
60
53/66
101
53/66
101
277/480
3
60
53/66
80
53/66
80
4P8X
347/600
3
60
53/66
64
53/66
64
110/190
3
50
44/55
168
44/55
168
115/200
3
50
44/55
159
44/55
159
120/208
3
50
44/55
153
44/55
153
110/220
3
50
44/55
145
44/55
145
110/220
1
50
44/44
200
44/44
200
220/380
3
50
44/55
84
44/55
84
230/400
3
50
44/55
80
44/55
80
240/415
3
50
44/55
77
44/55
77
120/208
3
60
53/66
184
53/66
184
127/220
3
60
53/66
174
53/66
174
120/240
3
60
53/66
159
53/66
159
120/240
1
60
53/53
221
53/53
221
139/240
3
60
53/66
159
53/66
159
220/380
3
60
53/66
101
53/66
101
277/480
3
60
53/66
80
53/66
80
4P10X
347/600
3
60
53/66
64
53/66
64
110/190
3
50
44/55
168
44/55
168
115/200
3
50
44/55
159
44/55
159
120/208
3
50
44/55
153
44/55
153
110/220
3
50
44/55
145
44/55
145
110/220
1
50
44/44
200
44/44
200
220/380
3
50
44/55
84
44/55
84
230/400
3
50
44/55
80
44/55
80
240/415
3
50
44/55
77
44/55
77
4Q8X
120/240
1
60
53/53
221
53/53
221
110/220
1
50
44/44
200
44/44
200
4Q10X
120/240
1
60
53/53
221
53/53
221
110/220
1
50
44/44
200
44/44
200
RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. Standby Ratings: The standby rating is applicable to varying loads for the duration of a
power outage. There is no overload capability for this rating. Ratings are in accordance with ISO-8528-1 and ISO-3046-1. For limited running time and continuous ratings, consult the factory. Obtain technical
information bulletin (TIB-101) for ratings guidelines, complete ratings definitions, and site condition derates. The generator set manufacturer reserves the right to change the design or specifications without
notice and without any obligation or liability whatsoever. For dual fuel engines, use the natural gas ratings for both the primary and secondary fuels.
G4-280 (KG50) 11/18e

Alternator Specifications
Specifications
Alternator
Manufacturer
Kohler
Type
4-Pole, Rotating -Field
Exciter type
Brushless, Rare -Earth
Permanent Magnet
Leads: quantity, type
4P8X, 4P10X
12, Reconnectable
4Q8X, 4Q10X
4, 110-120/220-240 V
Voltage regulator
Solid State, Volts/Hz
Insulation:
NEMA MG1
Material
Class H
Temperature rise
130°C, Standby
Bearing: quantity, type
1, Sealed
Coupling
Flexible Disc
Amortisseur windings
Full
Voltage regulation, no-load to full -load
Controller Dependent
One-step load acceptance
100% of Rating
Unbalanced load capability
100% of Rated Standby
Current
Peak motor starting kVA:
(35% dip for voltages below)
480 V, 400 V 4P8X (12 lead)
255 (60 Hz), 215 (50 Hz)
480 V, 400 V 4P1 OX (12 lead)
275 (60 Hz), 220 (50 Hz)
240 V, 220 V 4Q8X (4 lead)
120 (60 Hz), 96 (50 Hz)
240 V, 220 V 4Q1 OX (4 lead)
144 (60 Hz), 121 (50 Hz)
Engine
• The unique Fast -Response® X excitation system delivers
excellent voltage response and short-circuit capability using a
rare-earth, permanent magnet (PM) -excited alternator.
• The brushless, rotating -field alternator has broadrange
reconnectability.
• NEMA MG1, IEEE, and ANSI standards compliance for
temperature rise and motor starting.
• Sustained short-circuit current of up to 300% of the rated
current for up to 10 seconds.
• Sustained short-circuit current enabling downstream circuit
breakers to trip without collapsing the alternator field.
• Self -ventilated and dripproof construction.
Application Data
Engine Specifications
60 Hz 50 Hz
Manufacturer
Kohler
Engine: model, type
KG6208 6.2 L
Natural Aspiration
Cylinder arrangement
V-8
Displacement, L (cu. in.)
6.2(378)
Bore and stroke, mm (in.)
101.6 x 95.25 (4.00 x 3.75)
Compression ratio
10.5:1
Rated rpm
1800 1500
Max. power at rated rpm, kW (HP)
77.0 (103) 64.3 (86)
Cylinder head material
Cast Aluminum
Piston type and material
High Silicon Aluminum
Crankshaft material
Cast Iron
Valve (exhaust) material
Forged Steel
Governor type
Electronic
Frequency regulation, no-load to full -load
Isochronous
Frequency regulation, steady state
±1.0%
Frequency
Fixed
Air cleaner type, all models
Dry
Exhaust
Exhaust System
60 Hz 50 Hz
Exhaust manifold type
Dry
Exhaust flow at rated kW, m3/min. (cfm)
11.7 (414) 9.8(345)
Exhaust temperature at rated kW, dry
exhaust, °C (°F)
677 (1250)
Exhaust temperature at rated kW, dry
exhaust, °C (°F)
593 (1100)
Maximum allowable back pressure,
kPa (in. Hg)
10.2 (3.0)
Exhaust outlet size at engine hookup,
mm (in.)
76 (3.0) OD
Engine Electrical
Engine Electrical System
60 Hz 50 Hz
Ignition system
Electronic, Distributor
Ignition system
Electronic
Battery charging alternator:
Ground (negative/positive)
Negative
Volts (DC)
12
Ampere rating
130
Starter motor rated voltage (DC)
12
Battery, recommended cold cranking
amps (CCA):
Qty., rating for -18°C (0°F)
1,630
Battery voltage (DC)
12
Fuel
Fuel System
60 Hz 50 Hz
Fuel type
Natural Gas, LP Gas, or
Dual Fuel
Fuel supply line inlet
1 NPTF
Natural gas fuel supply pressure, kPa
(in. H2O)
1.74-2.74 (7-11)
LPG vapor withdrawal fuel supply
pressure, kPa (in. H2O)
1.24-2.74 (5-11)
Dual fuel engine, LPG vapor withdrawal
fuel supply pressure, kPa (in. H2O)
1.24(5)
Fuel Composition Limits *
Nat. Gas LP Gas
Methane, % by volume
90 min. —
Ethane, % by volume
4.0 max. —
Propane, % by volume
1.0 max. 85 min.
Propene, % by volume
0.1 max. 5.0 max.
C4 and higher, % by volume
0.3 max. 2.5 max.
Sulfur, ppm mass
25 max.
Lower heatin value,
MJ/m3 (Btu/ft ), min.
33.2 (890) 84.2 (2260)
* Fuels with other compositions may be acceptable. If your fuel is
outside the listed specifications, contact your local distributor for
further analysis and advice.
G4-280 (KG50) 11/18e

Lubrication
Controllers
Lubricating System
60 Hz 50 Hz
Type
Full Pressure
Oil pan capacity, L (qt.) §
5.7 (6.0)
Oil pan capacity with filter, L (qt.) §
7.1 (7.5)
Oil filter: quantity, type §
1, Cartridge
§ Kohler recommends the use of Kohler Genuine oil and filters.
Cooling
Radiator System 60 Hz 50 Hz
Ambient temperature, °C (°F) *
50 (122)
Engine jacket water capacity, L (gal.)
7.3 (1.93)
Radiator system capacity, including
engine, L (gal.)
20.8 (5.5)
Engine jacket water flow, Lpm (gpm)
129 (34.1) 108 (28.5)
Heat rejected to cooling water at rated
kW, dry exhaust, kW (Btu/min.)
61.7 (3510) 53.3 (3030)
Water pump type
Centrifugal
Fan diameter, including blades, mm (in.)
533 (21)
Fan, kWm (HP)
2.2 (2.9) 1.3 (1.7)
Max. restriction of cooling air, intake and
discharge side of radiator, kPa (in. H2O)
0.125 (0.5)
* Enclosure with enclosed silencer reduces ambient temperature
capability by 5°C (9°F).
Operation Requirements
Air Requirements
60 Hz
50 Hz
Radiator -cooled cooling air,
m3/min. (scfm) T
136 (4800)
113 (4000)
Combustion air, m3/min. (cfm)
4.6(163)
3.9(136)
Heat rejected to ambient air:
Engine, kW (Btu/min.)
30.9 (1760)
26.5 (1510)
Alternator, kW (Btu/min.)
7.7(440)
6.9(390)
T Air density = 1.20 kg/m3 (0.075 Ibm/ft3)
Fuel Consumption $
60 Hz 50 Hz
Natural Gas, m3/hr. (cfh) at % load
Standby Ratings
100%
24.9 (879) 20.4 (721)
75%
19.7 (696) 14.8 (524)
50%
13.9 (490) 9.8 (345)
25%
7.9 (277) 5.8 (204)
LP Gas, m3/hr. (cfh) at % load
Standby Ratings
100%
9.5 (337) 8.5 (300)
75%
7.6 (267) 5.7 (199)
50%
5.1 (178) 4.2 (146)
25%
3.2 (113) 2.7 (96)
$ Nominal fuel rating: Natural gas, 37 MJ/m3 (1000 Btu/ft.3)
LP vapor, 93 MJ/m3 (2500 Btu/ft.3)
LP vapor conversion factors:
8.58 ft.3 = 1 lb.
0.535 m3 = 1 kg.
36.39 ft.3 = 1 gal.
0 10
OOoO O O
Ad
a
APM402 Controller
Provides advanced control, system monitoring, and system diagnostics
for optimum performance and compatibility.
• Digital display and menu control provide easy local data access
• Measurements are selectable in metric or English units
• Remote communication thru a PC via network or
serial configuration
• Controller supports Modbus° protocol
• Integrated hybrid voltage regulator with ±0.5% regulation
• Built-in alternator thermal overload protection
• NFPA 110 Level 1 capability
Refer to G6-161 for additional controller features and accessories.
G4-280 (KG50) 11/18e

KOHLER,
Standard Features
• Alternator Protection
• Battery Rack and Cables
• Electronic, Isochronous Governor
• Gas Fuel System (includes fuel mixer, electronic secondary gas
regulator, gas solenoid valve, and flexible fuel line between the
engine and the skid -mounted fuel system components)
• Integral Vibration Isolation
• Local Emergency Stop Switch
• Oil Drain Extension
• Operation and Installation Literature
Available Options
KOHLER CO., Kohler, Wisconsin 53044 USA
Phone [phone], Fax [phone]
For the nearest sales and service outlet in the
US and Canada, phone [phone]
KOHLERPower.com
Miscellaneous
❑ Air Cleaner Restrictor Indicator
❑ Certified Test Report
❑ Engine Fluids (oil and coolant) Added
❑ Rated Power Factor Testing
❑ Rodent Guards
❑ Open Unit Accessory Kit
(stone guards, radiator duct flange, flexible exhaust)
Literature
❑ General Maintenance
❑ NFPA 110
❑ Overhaul
❑ Production
Approvals and Listings
Warranty
❑ CSA Approval
❑
❑ IBC Seismic Certification 2-Year Basic Limited Warranty
❑ UL 2200 Listing ❑ 5-Year Basic Limited Warranty
❑ Hurricane Rated Enclosure ❑ 5-Year Comprehensive Limited Warranty
Enclosed Unit
❑ Sound Enclosure (with enclosed critical silencer)
❑ Weather Enclosure (with enclosed critical silencer)
Open Unit
❑ Exhaust Silencer, Critical (kit: PA-352663)
❑ Flexible Exhaust Connector, Stainless Steel
Fuel System
❑ Dual Fuel NG/LPG (automatic changeover)
❑ Flexible Fuel Line
(required when the generator set skid is spring mounted)
❑ Fuel Filter Kit
Controller
❑ Common Fault Relay
❑ Two Input/Five Output Module
❑ Remote Annunciator Panel
❑ Remote Emergency Stop
❑ Run Relay
❑ Manual Speed Adjust
Cooling System
❑ Block Heater, 1500 W, 110-120 V
Required for ambient temperatures below 10°C (50°F)
❑ Radiator Duct Flange
Electrical System
❑ Alternator Strip Heater
❑ Battery
❑ Battery Charger
❑ Battery Charger Temperature Compensation
❑ Battery Heater
❑ Line Circuit Breaker (NEMA1 enclosure)
❑ Line Circuit Breaker with Shunt Trip (NEMA1 enclosure)
Other Options
Dimensions and Weights
Overall Size, L x W x H, mm (in.):
Wide Skid 2200 x 1040x 1170 (86.6 x 40.9 x 46.1)
Narrow Skid 2200 x 864 x 1170 (86.6 x 34.0 x 46.1)
Weight (radiator model), wet, kg (lb.): 862 (1900)
T_ F-1
H
I- W --1 6L
NOTE: This drawing is provided for reference only and should not be used for planning
DISTRIBUTED BY-
© 2018 by Kohler Co. All rights reserved.
G4-280 (KG50) 11/18e

4s
Metropolitan Sewerage District
of Buncombe County, North Carolina
Allocation Approval
This approval is not to be used to obtain a building permit
and is for gravity sewer extension only.
Applicant:
STEPHEN BEVERIDGE Date: 9/18/2018
Company:
CIVIL DESIGN CONCEPTS, PA
Mailing Address:
168 PATTON AVENUE, ASHEVILLE, NC 28801
Phone:
8282525388 (Work)
Project #:
2018207
Project Name:
LONG SHOALS HORSE FARM APARTMENTS
Project Location:
LONG SHOALS ROAD
PIN:
9634862977 9634871028 9634873103 9634873671 9634867547
MSD of Buncombe County has approved your request for 124,800 GIRD
The connection point (manhole #) will be TBD
The project will consist of (416) APARTMENTS
Your final aooroval is contingent upon comDliance of the items below:
A GRAVITY ONLY PUBLIC SEWER EXTENSION IS REQUIRED TO SUBJECT PARCEL. Please
consult the Sewer Extension Manual for Developers on our website www.msdbc.org. If
you still have questions after consulting the website please contact Kevin Johnson at (8
28)-254-9646.
A.fully executed NCDOT 3-party encroachment agreement will be required before
construction of sewer extension or MSD sewer replacement may begin within Long
Shoals Road and Spring Valley Dr rights of way (currently proposed).
This project will require a private sewer extension permit from NC DEQ. MSD will
require copy of this permit prior to issuance of any building permits.
Comments:
MSD will require copy of engineer certification and as -built drawing of private sewer system
prior to close-out and release of C.O.s.
The North Carolina Department of Environmental Quality (NCDEQ) requires MSD to issue this
approval based on line condition/capacity of the receiving sewer and remaining plant capacity.
This allocation approval will expire on 09/18/2019 if no construction has started.
If you have any questions, please contact MSD.
l�
Kev4 Johnson
MSD Planning and Development

NORTH CAROLINA
a
sDepartment of the Secretary of State
CERTIFICATE OF AUTHORITY
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
that
OXMOOR APARTMENTS, L.L.C.
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is liereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 17th day of April, 2019.
Scan to verify online.
Document Id: C201910606556 Secretary of State
Verify this certificate online at http://www.sosnc.gov/verification

NORTH CAROLINA
d
Department of the Secretary of State
`fL.(5'n wn3
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
Ka
OXMOOR APARTMENTS, L.L.C.
the original of which was .filed in this office on the 17th day of April, 2019.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 17th day of April, 2019.
Scan to verify online.
Certification# C201910606556-1 Reference# C201910606556-1 Page: 1 of Secretary of State
Verify this certificate online at http://www.sosno.bov/verification

State ofNorth Carolina
Department of the Secretary of State
SOSID: 1832875
Date Filed: 4/17/201.9 2:15:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 106 06556
APPLICATION FOR CERTIFICATE, OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to ¢SM-7-03 of the General Statutes ofNorth Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authodty to traasactbusiness in the State of North Carolina, and for that purpose submits the fallowing:
1. The name of the limited liability company ie®Xn100rApartments, L.L.C.
and if fhe limited liability company name is unavailable for use in the State of Nortb Carolina, theaamc the limited
liability company wishes to use is
2. Thostate orcouafryunder whose laws the limitedliability company was formed inAlabama
3. Principal office informstion: (Select ether a or b.)
a. ® The limited liability company has a prindpalofice.
The principai'offico tdephone number:. 2055-877-3199
The street address and county of the. principal office of the limited liability company is:
Number and Street: 820 Shades Creek Parkway, Suite 2300
Birmingham gte.ALp�,35209r.
Jefferson
The mailing add ress,ifdifferent from tha street address, of the, ptincipal office of the corp ormflonia:
Number and Shut,
City: State;— Zip Code: County:
b, ❑ The limited liability company does not have a prino[pol office,
4. The nun Otherogistoredagent :inthe State, ofNorth Carolina is: Paige W. Perry
The street address and county of the registered agent's office in the State of North Carolina is:
Namberandstrost: 3130 Fairhill Drive, Suite 108
Ch.Ralelgh state: NC ZipCode:276`12 eonnw.
WAKE
6. The North Caroline mailing address, lfdiff"entfrom the srred address, ofthe registered agents office in the State of North
Carolina is:
Number and
City: State: NC
BUSINESS REGISTRATION DIVISION
(Revised July 2017)
Zip Code: County:
P.O. BOX 29622
RALEIGH, NC27626-0622
(Form L-09)
Certification# C201910606556-1. Reference# C201910606556- Page: 2 of 4

APPLICATION FOR CERTIFICATE OF AUTHORITY
Pago 2
7. The namos, titles, and usual business addresses of the -current company officials of the limited liability company are:
(use attachment tf necessary) (T7ris document must be signed by a person listed in item 7..)
Name and Tltle Business Address
Ingram D. Tynes ,Manager 820 Shades Creek Pkwy, Ste, 2300, Sham, AL 35209
S. Attached is a cartificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate ofExIstence must be
less thandx monthsold. A nbatoconv of the certffication cannot beaccentad.
9. If the limited liability company is required to use a fictitious name in. order to transact business in this State, a copy of the
resolution ofits managers adopting the fictitious name is attached
10, (Optional): Pleaseprovide a business e-mail achy
Privacy Redaction
The Secretary of State's office will a -mail the bustress au mancauy at me address pro�edmove aocc w en a document
is filed. The e-mail provided wffl not ba riew %ble pnthe, w to For Moro information on why this service is offered, pleaso sec
the instructions for this document
11. This application will be affective upon filing, unless a delayed date "or time is specified:
This the 16ih days£ April 20 1 9
Oxmoor Apartments, L.L.C.
JK rpeoLimiiedLiabilityCompany .
Signature of company Official
Ingram D. Tynes, Manager
7jppe or Print Name and Title
Notes:
1. Filing fee Is S250.'Ibis document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Sevised July 2017)
P.O, BOX 29622
RALBIGB, NC 27626-0622
(Form L-09)
Certification# C201910606556-1 Reference# C201910606556- Page: 3 of 4

John H. Merrill
Secretary of State
P.O. Box 5616
Montgomery, AL 36103-5616
STATE
OFALABAMA
1, John H. Merrill, Secretary of State of Alabama, having custody of the
Great and Principal Seal of said State, do hereby certify that
the entity records on file in this office disclose that Oxmoor Apartments; L.L.C.
was formed in Jefferson County, Alabama on December 6, 1995. The Alabama
Entity Identification number for this entity is 652-928. I further certify that the
records do not disclose that said entity has been dissolved, cancelled or terminated.
In Testimony Whereof, I have hereunto set my
hand and affixed the Great Seal of the State, at the
Capitol, in the city of Montgomery, on this day.
04/17/2019
Date j
20190417000005778 John H. Merrill Secretary of State
Certification# C201910606556-1 Reference# C201910606556- Page: 4 of 4