WQ0042238_Final Permit_20210121

CD ,S
Transmittal
Date: January 13, 2021
Project Name: Enclave
CDC Project: 11662
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 0 Hand Delivered
Copies
1
1
1
Date
0 Pick up @ CDC Office
Description
® Digital
1/13/2021 Cover Letter
1/13/2021 Check in the amount of $480.00 (to be hand delivered)
1/13/2021 24x36 Engineering Plans
1
1
1
1
1
1
1
1/13/2021 FTA 04-16 Fast Track Sewer Application
1/13/2021 Developer's Operational Agreement
1/13/2021 FTSE 04-16 Flow Tracking Acceptance Application
1/13/2021 Site Maps
1/13/2021 Sewer Generator Specifications
1/13/2021 MSD Sewer Allocations
1/13/2021 Certicate of Authority
Ja
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]

THIS DOCUMENT HAS A COLORED BACKGROUND AND igd1CROPRINTING_THE REVERSE SIDE INCLUDES AN ARTIFICIAL WATERMARK.
Enclave Asheville, LLC
531 S Main Street, Suite 207
Greenville, SC 29501
Southern First Bank
PO 6nx 17465
Greenville, SC 29606
67-301
532
1091
PAY
NC DEQ
DATE 12/3'2020
Refer trice
*'"480 00
Four Hundred Eighty and 00'100******:r***********,.***********.,**********_****************************************,.******** DOLLARS
TO THL
ORDER.
OF
NC DEQ
271 West Jones Street
Raleigh, NO 27603
ME r, o
Enclave Aiheyille,ewer FAst Track Rpplicaiian Fee
11'0 109 Lii' 1:05 32080 L Li: 0000 s 2 5006 711'
Enclave Asheville, LLC
NC DEQ 12/3/2020
Date Type Reference Original Amt. Balance Due Discount Payment
12/3/2020 Bill Sewer FT 480.00 480.00 480.00
Check Amount 480.00
1091
SFB-Acct #0067 Enclave Asheville, Sewer Fast Track Application 480.00
Enclave Asheville, LLC 1091
NC DEQ 12/3/2020
Date Type Reference Original Amt, Balance Due Discount Payment
12/3/2020 Bill Sewer FT 480.00 480.00 480.00
Check Amount 480.00
SFB-Acct #0067
Enclave Asheville, Sewer Fast Track Application 480.00
VersaCheck Form 1000 Classic (C1/17) www,veraacheck.com

cpc gleam;
January 13th, 2021
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: Enclave Asheville
CDC Project No.: 11662
Dear Tim Heim,
On behalf of Enclave Asheville, LLC 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 connection to public gravity sewer with a proposed private force main system to
serve; 211 multi -family residential units that will be leased, and other appurtenances located at
1010 Enclave Piney Ln.
Please note that the combined flow allocation was for 94,800 gallons per day. This project is two
phase and will not use the entire flow allocated. The proposed flow will serve 211 apartments
with a design flow of 94,800 GPD for current and future phases.
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 Specifications
• NC Certificate of Authority
• MSD Sewer Allocations
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]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T A300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 01-16 & 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, spedfcations and supporting documents have been prepared in accordance with,
NCAC 02T, 15A NCAC 02T .0300, Division policies and good euetneering mucticet
While no upfront engineering design documents are required for submittal, in accordance with I5A 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 unlizing septic tack -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 la 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 doe 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,
0 If the Applicant Type in Item 12 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 licensedProfessional Engineer_
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b1
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 bas 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 l lee 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):
O Per 15A NCAC 02T .03051)hx1). submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows leas 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(6)) or proposed
contractor, stating that "the portable power goon unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation ofthis pump station."
➢ If the portable power source or pomp 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 motion)
L Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
® Per 15A NCAC 02T .0115(011 provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility francbise 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 HOAIPOA and Developers for lots to be sold):
❑ I;DertY Owners' Associations
❑ Per 15A NCAC 02T .0115(cl. submit the properly executed Operational Agreement (FORM: HOAI.
O Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
® Developers of lots to be sold
El 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
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Pak,
Rutherford, Swain,Tranayivania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayefteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Biaden, Cumberland, Harnett, Holm,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Redid, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Jialelah RealonaLOfrlce
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgeoombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, 1Allson
Water Quailbr Section
Washlnoton Rational Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Berle, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
)IYliminaton Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wllmingt+on, North Carolina 28405
[phone]
[phone] Fax
-
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pander
Winston-Salem Regional Office
Water Quail&y Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolna 27105
[phone]
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Roddngham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

Dhrlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 do SUPPORTING DOCUMENTATION
Application Number. (to be completed by DWR)
L APPLICANT INFORMATION:
1. Applicant's name: )enclave Asheville. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ►=' Corporation ❑ General Partnership 0 Privately -Owned Public Utility
0 Federal 0 State/County 0 Municipal ❑ Other
3. Signature authority's name: Marcus McCall per 15A NCAC 02T .0106(b)
Title: jig
4. Applicant's mailing address: 531 South Main Street. Ste 207
City: Greenville State: fic Zip:
5. Applicant's contact information:
Phone number. (j§4) 370-0)37 Email Address: gmk(aimccailcap.com
H. PROJECT INFORMATION:
1. Project name: Enclave Asheville
2. Application/Project status: ® Proposed (New Permit) 0 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:
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5950° Longitude: -82.5253°
5. Parcel ID (if applicable): 9659-20-1099
(or Parcel ID to closest downstream sewer)
IIL CONSULTANT INFORMATION:
1. Professional Engineer: Richard Jason Foster License Number 047671
Finn: ivil 'en Concepts. PA
Mailing address: 168 Patton Avenue
City: Asheville State: NC Zip: 21101-_
Phone number: ME $381 Email Address: jfottiacdspAnni
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Water Reclamation Facility Permit Number. NC0024911
Owner Name: MSD of Buncombe County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS00004 Downstream (Receiving) Sewer Size: $ inch
$vstem Wide Collection System Permit Numberls) (if applicable): WQCS
Owner Name(s): MSD of Buncombe County
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. Mille Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM• DEVI been attached?
Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOM been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car wash
® Residential Leased 0 Retail with food preparation/service 0 Hotel and/or Motels
❑ School / preschool / day care 0 Medical / dental / veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church. 0 Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
114
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(201)
�Ia there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ❑ Yes ®No
> If yes. provide a cony of Row reduction approval letter
7. Summarize wastewater generated by project
Establishment Type (see 02T.0114(11)
Daily Design Flow 64
No. of Units
Flow
Residential
120 gal/day per bedroom
790
94,800 GPI)
gal/
GPD
gall
GPD
Pli
OPD
pi!
GPD
gall
GPD
Tatal
94,800 GPD
a See 15A NCAC 02T .0114(bl. (d1. (call and (e)(21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or eat of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using factures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project _ GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zoo, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in PermitNumber: Z019075 and 2020085
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2of5

VB. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers);
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
852
PVC
8
746
DIP
6
407
PVC
6
227
DIP
> 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 (Pumo Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS_PROJECT
1. Pump station number or name: Enclave Asheville Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 3559° Longitude: -82.53°
3. Design flow of the pump station: „Ma millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): IN gallons per minute at 117 feet total dynamic head (TDH)
5. Summarize the force main to be permitted itted (for this Pump Station):
She (Inches)
Length (feet)
Material
4
845
PVC
6. Power reliability in accordance with j5A NCAC Ji2T .0305(h411:
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(hx1)(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(hx1XC)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(hx1XC):
• 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(1)):
1. Does the project comply with all separations found m 15A NCAC 02T .0305(f1 & (g)
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be arovided for sewer systems:
IN is
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 fed
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class ll 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 text
Top slope of embankment or cuts of 2 fed 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(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webvaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ►,4 N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required ifthe 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 Hiles per 15A NCAC 02B .0200? 0 Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
El Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105fcj(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.
El Yes El No ®NIA
➢ 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 sit -months and Inspections
documented per i5A NCAC 02T.0403(aX5) 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 Pumo 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. Oporoval of the request is yeauired prior to sqllap(ttal of the Put Track Application and sunnortiae documents,
2. Professional Engineer's Certification:
leef/PaS
's name from Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the beat 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 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:
l%
s.
AL 1 7.
=�: L04 6r
9 • r;a_
(
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, i` Mt!.U.1 5_ 1 r l['.CCL.1I, r 3jdeit if r C'�"�� attest that this application for
(Signature Authority s name & title &o�pplication' Ite L3.)
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 reamed 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.
FORM: FM 04-16
Page 5 of 5

DWR
Division of Water Resources
Entity Applicant Name: STEPHEN BEVERIDGE
State of North Carolina
Department of Environment Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE-04-16)
Project Name for which flow is being requested: 2019075 - ENCLAVE AT PINEY MOUNTAIN -RENEWAL
Afore than one 1TSE may be required for a single project lithe owner of the IJ1I'TP is not responsible for all pump stations along the route of the
proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Water Reclamation Facility
b. WWTP Facility Permit.: NC0024911
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:
h. Percent of permitted flow used:
All flows are in MGD
40
9.3503
24.2433
0.0600
33.5936
84%
I1. 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
Pump Station
(Name or
Number)
Firm
Capacity.*
MGD
(A) (B)
Design Approx.
Current Avg.
Average Daily
Flow** (Firm / Daily Flow,
ply MO I) MGD
(C)
Obligated, Not
Yet Tributary
Daily Flow,
MOD
(D)=(B+C)
Total Current
Flow Plus
Obligated Flow
* 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 Tess 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):
Downstream Permit Number:
111. CertificationStatement:
MSD of Buncombe County Collection System
(E)=(A-D)
Available
Capacity
***
WQCS00004
certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project as been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment
where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data
. This artificeappli to those items listed above in Sections 1 and II plus all attached planning assessment addendums for which 1 am the
responsible p
iggning Ojjtci l Sign. re
f this form i
icates acceptance of this wastewater flow.
Da
Pave 1 of 1 FTSE 04-16

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 Reviewed ft Approved by: CHRIS FLAHERTY on 3/8/2019
Company: CIVIL DESIGN CONCEPTS, PA
Mailing Address: 168 PATTON AVENUE, ASHEVILLE, NC 28801
Phone: [phone] (W)
Project #: 2019075
Project Name: ENCLAVE AT PINEY MOUNTAIN -RENEWAL
Project Location: PINEY MOUNTAIN DRIVE (85)
PIN: 9659201099
MSD of Buncombe County has approved your request for 60,000 GPD
The connection point (manhole #) will be 46-57065
The project will consist of (211) MULTI -FAMILY UNITS
Your final approval is contingent upon compliance of the items below:
- A PUBLIC GRAVITY SEWER EXTENSION I5 REQUIRED TO THE SUBJECT PROPERTY. Please submit plans
for review and permitting. If you have questions please contact Kevin Johnson at (828)-225-8289.
- Appropriate permissions from City of Asheville will be required for the public sewer line being
constructed within the Piney Mountain Drive road right of way.
- The on -site sewer system will be private permitted through NCDEQ. Please provide a copy of
permit for private system prior to construction and issuance of building permits.
Comments:
In addition to the typical public sewer closeout requirements, MSD will also require a copy of the as-bu
ilt drawing for the private sewer collection system including pump station and force main. kW will
also require a copy of the engineer's certificate of completion required by NCDEQ.
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 03/08/2020 if no construction has started.
If you have any questions, please contact MSD.
MSD Planning and Development
Approval Revised on 1 /12/2021
by Kevin Johnson

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: Warren Sugg, P.E.
Company: Civil Design Concepts, PA
Mailing Address: 168 Patton Avenue, Asheville, NC 28801
Phone: [phone] (H)
Project #: 2020085
Project Name: Enclave - Phase II
Project Location: Piney Mountain Rd
PIN: 9658292204
MSD of Buncombe County has approved your request for 34,800 GPD
The connection point (manhole #) will be Private Pump Station
The project will consist of (116) 3 bed/2 bath
Your final approval is contingent upon compliance of the items below:
- This project will require a private sewer extension permit from NC DEQ. MSD will require a copy of
this permit prior to release of building permits. MSD also requires a copy of engineer's certificate of
completion required by NCDEQ along with a copy of private system as -built prior to release of
certificates of occupancy. Please contact Kevin Johnson at MSD for additional requirements for this
project at (828)-254-9646.
- This phase of the system will connect to the private system permitted and constructed for Phase 1
under the conditions required. Please complete sewer service application(s) after issuance of private
system permit and MSD staff will contact you about applicable fees.
Comments:
* Please note that this phase of the project is only being approved on the condition that this parcel be
combined with the phase 1 parcel_ MSD will only allow private systems for single parcels.
" Please note that MSD will only allow the private system if a public gravity sewer is extended to the
Phase 1 property line.
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 07/13/2021 if no construction has started.
w�, , If you have any questions, please contact MSD.
Kevin Johnson
MSD Planning and Development

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STATE OF NORTH CAROLINA
COUNTY OF Buncombe Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMNIISSION; and
Enclave Asheville. LLC , a corporation/general partnership registered/licensed
to do business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
of
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 Enclave Asheville (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.
1 r )xx. TVA 7 A"t/A*
Din ..., 1 ,. 7

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 conunon
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 Enclave Asheville. LLC
MANAGEMENT COMMISSION
Coleen IL Sullins, Director
Division of Water Quality
Name DEVELOPER
ii(j4e4,.
Me. I, 'Plane er
Print Name and Title
/3 00/
(Date) (D )
'Eva, A s. TUN r mint

NORTH CAROLINA
Department of the Secretary of State
CERTIFICATE OF EXISTENCE
(Limited Liability Company)
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby
certify that
ENCLAVE ASHEVILLE, LLC
is a limited liability company duly formed, and existing under the laws of the State
of North Carolina, having been formed on 23rd day of March, 2017
I FURTHER certify that, as of the date of this certificate, (i) the said limited
liability company is not dissolved under the terms of its articles of organization, (ii) the
said limited liability company's articles of organization are not suspended for failure to
comply with the Revenue Act of the State of North Carolina, (iii) that said limited
liability company is not administratively dissolved for failure to comply with the
provisions of the North Carolina Limited Liability Company Act, (iv) that this office has
not filed any decree of judicial dissolution, articles of dissolution, articles of merger, or
articles of conversion for said limited liability company.
Scan to verify online.
Certification 108290602-1 Reference# 16559300- Page: 1 of 1
Verify this certificate online at https://www.sosnc_gov/verification
IN WITNESS WHEREOF', I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 7th day of October, 2020.
"404, J Iotalaze
Secretary of State

NORTH CAROLINA
Department of the Secretary of State
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
ARTICLES OF ORGANIZATION
OF
ENCLAVE ASHEVILLE, LLC
the original of which was filed in this office on the 20th day of March, 2017.
Scan to verify online.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 23rd day of March, 2017.
"low, J Imaale
Certification# C201707904834-1 Reference# C201707904834-1 Page: 1 of 3
Verify this certificate online at http://www.sosnc.gov/verification
Secretary of State

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1583155
Date Filed: 3/20/2017 11:55:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2017 079 04834
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited Iiability company is:
Enclave Asheville, LLC
(See Item lof the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles of organization in the capacity of a member, organizer or both.
Note: This document must be signed by all persons listed.)
Name Address Capacity
Marcus S. McCall 531 S. Main Street, Suite 207
Organizer
Greenville, SC 29602
3. The name of the initial registered agent is: Parker Poe Adams & Bernstein
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 401 South Tryon Street, Suite 3000
City Charlotte State: NC Zip Code: 28202 County: Mecklenburg
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street Same
City State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. 0 The limited liability company has a principal office.
864-370-0037
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street: 531 S. Main Street, Suite 207
Greenville SC 29602 Greenville
City: State: Zip Code: _ County:
CORPORATIONS DIVISION
(Revised December 2016)
P.O. Box 29622
2
RALEIGH, NC 27626-0622
(Form L-0!)
Certification# C201707904834-1 Reference# C201707904834- Page: 2 of 3

The mailingaddress, if different from the street address, of the principal office of the company is:
Number and Street: Same
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g,, the purpose of the entity)
are attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in
the creation document.
Name
Title
Business Address
McCall Capital, LLC
Manager
531 S. Main Street, Suite 207, Greenville, SC
29602
9. (Optional): Please provide a business e-mail address. rr
Privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when
a document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is offered, please see the instructions for this document.
I0. These articles will be effective upon filing, unless a future date is specified:
Upon Filing
March
This is the 6a d'ay of ) 20 17•
Enclave Asheville, LLC
Signature
Marcus S. McCaII, Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised December 2016)
P.O. Box 29622
3
RALEIGH, NC 27626-0622
(Form L-01)
Certification# C201707904834-1 Reference# C201707904834- Page: 3 of 3

GRUNDFOS
Grundfos Series SLV Sewage Pump with SuperVortex Impeller
SUBMITTAL
PROJECT NUMBER ! ID 1143345
REPRESENTATIVE
ENGINEER
CONTRACTOR
UNIT TAG Submersible Wastewater QUANTITY 2
Pumps
SERVICE Municipal DATE
SUBMITTED BY DATE
APPROVED BY DATE
ORDER #
SLV.30.A40.150.EX.2.61 R.0 Part 99030275
Number
3539 rpm
Conditions of Service
Pump Data
Motor Data
Flow
170.0 USgpm
Impeller Diameter
6.85 in
Motor HP
15 HP
Head
80.00 ft
Cooling Jacket
NO
BHP
12.91
Liquid
Cold Water
Max Solid Size
3.15
Enclosure
Explosion Proof
Temperature
68.00 deg F
Efficiency
32.27 %
Voltage
460 V
NPSHr
8.76 ft
Suction
6 in.
Phase
3 Phase
Viscosity
1.00 cP
Discharge
3.93700787401575
Cycle
60
Specific Gravity
1.000 5G
in.
150
135
120
105
90
75
2
60
45
30
15
0
in
0
30
= 15
19
6.85 in `4
29
32
33
34
34
33
32
29
24
�15.0hp
0 50 100 150 200 250 300
Flow - USgpm
350
400
450
500
550
GRUNDFOS;<

GRUN©FOS N
Grundfos Quotation System 20.0.5
Pump Performance Datasheet
i. uswomer
Customer ref. / PO
Tag Number
Service
Quantity
tnaave Ashewhe
: Submersible Wastewater Pumps
: Municipal
:2
per. ting
Flow, rated
Differential head / pressure, rated (requested)
Differential head / pressure, rated (actual)
Suction pressure, rated / max
NPSH available, rated
: 170.0 USgpm
: 80.00 ft
: 97.07 ft
: 0.00 / 0.00 psi.g
: Ample
Frequency : 60 Hz
Speed, rated a 3539 rpm
Efficiency 1 32,27 %
NPSH required / margin required 1 8.76 / 0.00 ft
nq (imp. eye flow) / S (imp. eye flow)
MCSF
Head, maximum, rated diameter
Head rise to shutoff
Flow, best eff. point
Flow ratio, rated 1 BEP
Diameter ratio (rated / max)
Head ratio (rated dia / max dia)
Solids diameter limit
Cq/Ch/Ce/Cn [ANSI/H19.6,7-2010]
Selection status
Curve Tolerance
Consult Factory for a different Tolerance
40 / 164 Metric units
128,8ft
; 32.72 %
232.2 USgpm
73.22 %
: 100.00 %
• 100.00 %
: 3.15 in
: 1.00 / 1.00 / 1,00 / 1.00
: Near miss
ANSI/H111.6:2012 3B
Project Number 1 ID
Model
Stages
Based on curve number
Date last saved
Liquid type
Additional liquid description
Solids diameter, max
1143345
SLV.30.A40.150
1
RC10639
: 03/31/2020 2:12 PM
Cold Water
: 0.00 in
Temperature, max : 68,00 deg F
Fluid density, rated / max ; 1.000 / 1.000 SG
x.num wa ij pressure : 55,75 psi.g
Motor sizing specification : Max power (non -overloading)
Service factor
Power, hydraulic
Rated power (based an duty point)
Max power (non -overloading)
Nameplate motor rating
Efficiency at 100%
Efficiency at 75%
Efficiency at 50%
Power Factor at 100%
Power Factor at 75%
Power Factor at 50%
: 1.00
: 4.17 hp
: 12.91 hp
: 15.66 hp
: 15.00 hp / 11.19 kW (Fixed)
: 90.7
:91.2
: 91.2
0.87
: 0.84
0.77
17)
aS
a)
150
135
720
105
90
75
60
45
30
15
0
30
15
200 250 300
Flow - USgpm
350
400
450
500
550
Carolina Pumpworks, LLC • 1703 Richmond Avenue • Port Royal, SC 29935
phone: [phone] • fax: [phone]

GRUNDFOSit
Grundfos Quotation System 20.0.5
Pump Performance - Additional Data
Project name
Consulting engineer
Customer
Customer ref. / PO
Project Number / ID
Date last saved
Stages
: Enclave Asheville
: Civil Design Concepts, PLLC
: Enclave Asheville
:1143345
: 03/31/2020 2:12 PM : 1
Bead, maximum dtameaer, rated flow
Head, maximum. rated diameter
Efficaeexy adjustrnern factor, total
Torque, rated power, rated speed
: 97,07 n
:178.0fl
: 1.00
: 0.36 hp/100 rpm
itutecigPerforml
Shutoff, rated diameter
MCSF
. Tk
0.00
Tag Number
Service
Model
Quantity
Quoted By (Sales Office)
Quoted By (Sales Engineer)
Speed, rated
. Submersible Wastewater Pumps
Municipal
SLV.30.A40.150
2
: CAROLINA PUMPWORKS, LLC
: Scott Hale
: 2539 rpm
Stage, Speed and Solids Limits
Stages, maximum
Pump speed limit, maximum
Pump speed limit, minimum
Curve speed limit, maximum
Curve speed limit, minimum
Solids diameter limit
Typical {7riuzr Data
Driver speed, full load
Driver speed, rated load
Driver efficiency, 100% load
Driver efficiency, 75% load
: 3548 rpm
: 1800 rpm
: 3548 rpm
: 1800 rpm
:3.15in
: 3525 rpm
: 3535 rpm
: 90.20 %
: 89.90 %
Driver efficiency, 50% load : 88.30 %
128.8 - 10.35
Rated flow, maximum diameter
170.0
97.07
32.27
12.91
BEP flow, rated diameter
120% rated flow, rated diameter
232.2
204.0
78.85
87.29
34.40
33.98
11.80
10.30
13.43
13.23
End of curve, rated diameter
Maximum value, rated diameter
497.5
differential p[«-r4lee
Differential pressure, rated flow, rated diameter ps4
Differentia; pressure, shutoff, rated diameu~r (ps'1
re.
0i,5chatge pressure, rated !low, rated th me Er Ipst. i
Disc ['wipe pressure, shuloV, ialed diameter
Maximum flood 1 rated flow, rated diameter
Motor
Phase & Voltage
25.40
128.8
? Oefrsily.:ate
4201
55.75
�.. Suction
pressure, rated
20.37
34.40
SrictioI
pressure, rnix
25.46
•45. D nSity.'fex'
xi3' Suelion
Pressure, rated
4101
55.75
15.66
15.66
.Sucla[un
pressure,/flax
42.01 47,01 42,01 42.01
55.75 55.75 55.75 55,75
Rdtios
292, Gil % Head rated diairtietar / Head rrardmum diameter, rated flow 100.00 %
c7•
u ti
n
: Explosion Proof -STD
Option, Best Lead time
: 61 R-Three Phase, 230/460
V, 460 V Connected, Direct
online start
Sensor
Installation
Without Water In Oil Sensor
Auto Coupling
Carolina Pumpworks, LLC 1703 Richmond Avenue Port Royal, SC 29935
phone:[phone] fax: [phone]

GRUNDFOS
Grundfos Series SLV Sewage Pump with SuperVortex Impeller
SUBMITTAL
PROJECT NUMBER / ID 1193345
UNIT TAG Submersible Wastewater SLV.30.A40.150.EX.2.61R.0
Pumps
MATERIALS OF CONSTRUCTION
PART
MATERIAL
PART
MATERIAL
Pump housing
Cast Iron EN-G1L-250
Shaft seal
Stalnles steel, SIC/
SIC Carbon/ceramic
SuperVortex impeller
Cast Iron EN-GJL-250
Oil Chamber
Cast Iron EN-GJL-250
Clamp
Cast Iron EN-GJL-250
Cover for oil chamber
Cast Iron EN-GJL-250
Lifting bracket
Stainless Steel
0-Rings
NBR Rubber
Shaft with rotor
Regular iron/stainless steel
:ey
Stainless Steel
Bearing Cover
Cast Iron EN-GJL-250
* All materials based on STANDARD configuration

GRUNDFOS
Grundfos Quotation System 20.0.5
Construction Datasheet
Project name
Consulting engineer
Customer
Customer ref. / PO
Quote Number / ID
Date last saved
Enclave Asheville
Civil Design Concepts, PLLC
Enclave Asheville
1143345
03/31/2020 2:12 PM
Tag Number
Service
Model
Quantity
Quoted By (Sales Office)
Quoted By (Sales Engineer)
Submersible Wastewater Pumps
Municipal
SLV.30.A40.150
2
CAROLINA PUMPWORKS, LLC
Scott Hale
Construction Code
: SLV.30.A40.150.EX.2.61 R.0
Product Family
Product Type
Pump Housing Type
Pump Housing Material
Impeller Type
Impeller Material
Primary Shaft Seal Material
Secondary Shaft Seal Material
Max Flow
Max Head
Suction
Discharge
Connection
Solids Diameter Limit
Coaling Jacket
Pressure Stage
Moisture Sensor
Water in Oil Sensor
Nameplate Approval
Installation
Orientation
Max Installation Depth
SL
SLV
Cast iron
ASTM A48 3513
Super Vortex
ASTM A48 35B
SIC/SIC
CARBON/CERAMICS
493.1 USgpm
126.3 ft
3" / DN80
4"IDN100
ANSI
3.15 in
NO
Class 125
YES
NO
CSA, FM
SUBMERGED
Vertical
65.62 ft
Horsepower
Enclosure Class
Explosion proof
Explosion Proof Class
Frame Range
Rated Voltage
Rated Speed
Phase
Frequency
Number of Poles
Insulation Class
Motor Thermal Protection
Rated Current
FLA
LRA
Efficiency at 100%
Efficiency at 75%
Efficiency at 50%
Power Factor at 100%
Power Factor at 75%
Power Factor at 50%
Start Method
Max Starts per hour
Cable Length
Net Weight (Ib)
fita
15,00 hp
IP68
YES
Class I, Division 1, Groups C and D,
T4,T3C
D
230/460 V
3530 rpm
3
60 Hz
2
H
THERMAL SWITCH
37/20 A
37/20A
120/80A
90.7
91.2
91.2
0.87
0.84
0.77
Direct -on-line
20
49.21 ft
392.4 Ib
Carolina Pumpworks, LLC • 1703 Richmond Avenue • Port Royal, SC 29935
phone: [phone] • fax: [phone]

SLV.3D.A40.150.EX.2.61 R.0
UNIT TAG Submersible Wastewater Pumps
PROJECT NUMBER ! ID 1143345

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Tag Number Submersioie Wastewater Pumps
Service : Municipal
Model : SLV.30.A40.150.EX.2.61R.0
Quantity of pumps : 2
Quoted By (Sales Office) : CAROLINA PUMPWORKS, LLC
Quoted By (Sales Engineer) : Scott Hale
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General Ar
Project name : Enclave Asheville
Consulting engineer : Civil Design Concepts, PLLC
Customer : CAROLINA PUMPWORKS, LLC
Customer ref. / PO
Quote Number / ID : 1143345
Date last saved : 03/3112020 2:12 PM
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NO COMPROMISE
UNMATCHED RELIABILITY
AND EFFICIENCY
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GRUNDFOS

V....8stelAirater pumps coriqpiries
oprticiml ty vv h higr tptai efficiency ..,inTJ
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• cLrrentlVavIewEth no compromise between
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HIGHEST EFFICIENCY OVER A WIDER RANGE
[mL
90 —
80 —
70 —
60-
50 —
40-
30 —
20—
[ft]
300
200
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400 500 600 800 1000 1500
Q [US GPM]
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40 50 60 '70 . Q [i/s]
Performance range of the SL pump program
For more product information please visit grundfos.us
DESIGNED WITH STATE-OF-THE*ART HYDRAULICS
When we designed new hydraulics specifically for pumping
wastewater, we looked at the technologies available on the
market and decided that we had to keep things simple. We
were not just chasing the highest efficiency at a specific duty
point, Wastewater pumps always run with varying loads, and
we wanted our new hydraulics to have extremely high efficiency
over a wider range of the curve, without compromising free
passage and reliability.
The S TUBE• impeller developed by Grundfos includes a tube -
shaped impeller and a pump housing around it that matches
the tube shape through the entire pump. This hydraulic solution
contributes to make the 5L ranges the most innovative, efficient
and robust wastewater pumps available today.
The S-TUBE° impeller is wet -balanced. This lowers the vibration
level dramatically.
Highest efficiency and outstanding reliability
When you experience the S TUBE°, you get the highest
efficiency over a wider performance range and the largest free
passage. We have created an impeller that is quite simply the
best at fulfilling the core function for which a wastewater
impeller is designed: providing the user with robust, efficient
and trouble -free operation, and outstanding reliability.
THE BEST TOTAL WIRE -TO -WATER EFFICIENCY
Although the pump system may not be the largest single
investment in the wastewater installation, over the
installation's lifetime, it is the component in the system that is
the key element to ensuring the long-term cost effectiveness of
the wastewater installation. Therefore, it is important that we
and our customers have a common understanding when we
talk efficiencies.
When we say total efficiency, we mean the total, wire -to -
water efficiency. In a wastewater pump there will be electrical,
mechanical and hydraulic losses. A pump manufacturer needs
to master these without compromising reliability.
At Grundfos, we do precisely this and can therefore supply
high -efficiency products. We have listened to and understood
your concerns with the costs incurred for inefficient operation,
maintenance and downtime.
All 5Lwastewater pumps are built with high -efficiency
motors using IEC, 1E3 and NEMA premium efficiency motor
components, and to this we add the innovative and elegant
S TUBE®. impeller and intelligent controls. What you get are
wastewater pumping solutions with the best performance and
highest level of reliability currently available.
3

Designed for the most
demanding applications and
tested to the highest standards
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Choice of impeller
The 5 TUBE° impeller ensures no Compromise
between the highest efficiency over a wider
performance range, and the largest free passage.
Greater free passage means better solids handling
and greater non -clogging abilities. All S-TUBE°
impellers are wet -balanced to obtain a low vibration
level. With the introduction of the two -channel
S TUBE° design for larger capacities, the vibration
level is further reduced.
The S TUBE° impeller is a'vaneless' closed channel -
impeller design without leading edges that prevents
clogging in the impeller. Athreaded sealing system
offers effective and robust sealing between the
impeller and volute.
Large spherical passage - SL pumps fitted with
S-TUBE° Mk2 hydraulic design
Heavy-duty cast iron, one -channel closed 5 TUBE°
Mk2 impeller design with 2", 3" or 4" free spherical .
passage optimizes hydraulic efficiency and reduces
energy costs.
Industry -leading product development
At Grundfos, we have decades of experience using
simulations and testing to optimize pump reliability
and efficiency, while ensuring a quality product
design that matches the customer's application
requirements. Extensive field testing is carried out
before a new product range is released to the market.
Higher dry solids content —
SL pumps fitted with SuperVortex
For applications with intermittent operation and
where dry solids content is owr 3 %, the SuperVortex
impeller with spherical free passage up to 4 inches
is ideal.
By combining test-driven and simulation -driven
development, we have increased our capacity to
build engineered -to -order products, tailored
to specific customer requirements.

Grundfos smart design provides
reliability and efficiency for
your wastewater
pumping system
A r'undfo.s, vie, have e tensive experi fc
arjapttng i nd rrnpr4 viflg.the durabil:ly
and obit-xa ionre1i.hiIity of our Vvacteeater pumps.
For 75.ytars, h-ve `)E I a.pplyiIrg pump design,
testing ind tef=hnology to meet the requirements.
of the:enti:e iody..3 Ler cycle.
Thai why Grundfos js uniquely po s t:onecd to
a brcr dly applic.p e wastewater porn p
and stay one ste.p.ahead of 1I.ih constantly
changing dem.9nLs d.# al.water today.
6

Double mechanical shaft seal
Primary and secondary seal in one cartridge
unit providing longer seal lifetime and easy
fail -proof replacement— even in the field.
Replacement can be done without special tools.
Short rotor shaft
Compact motor construction reduces vibrations
to protect shaft seals and bearings, ensuring
a longer operational lifetime with less
maintenance.
Easy -to -remove cable entry
The innovative and patented stainless steel
cable entry ensures that liquid cannot penetrate
through the cable inlet into the motor and is
easy to dismantle in case of service.
One cable to the pump
With just one cable to connectsensors and
power supply, an important at -risk area is
removed, simplifying pump installation,
commissioning and maintenance.
Easy -to -open clamp
The stainless steel clamp assembly system
requires no tools for the quick and easy
disassembly of pump from motor unit, and
offers easy access for pump maintenance.
Patented SmartSeal
The patented Grundfos 5mart5eal auto -
coupling gasket provides a completely leak-
proof connection between the pump and
the base unit ofthe auto -coupling system.
lifting handle
The lifting handle is designed for optimum
point -of -balance, ensuring correct lifting
and protecting the auto -coupling sealing.
Smooth, easy -to -clean surface
The extremely robust impact.resistant
surface is smooth and easily cleaned.
Hydraulic design
Hydraulics have been upgraded with
improved fiber handling, enhaced wear
resistance on the sealing system and
energy -efficient performance.

he think innovate
WE ARE iri4 THE driVATER.E!USICIESS W111-I YQ1.1
05.5 a pioneer. ari ibi eader in ...water puny .technology, Ccuridlos creates
Intelligent •sustainaltile solutions ie help soNe rthe world's water •and climate
challenges. Through our lie!li iig.wEtIve the exp.erience and innovative capabilities
to tielp our partners, ctistomers and communities move water in:an triCrearAngty
energy and water efficient mannEr. WE Se E this BS rot oniy A great business
tipportwilty, but as ;Nil obligation to ensure the wockli heads• toward .3 more
$List airo tomorrow. 0.ur Compete portiolto oF pumps and •so kut ions are idesrgned
fOr CO.P11.11101CLar, groundwater, munittpal an,cf iitIapplications
with erriphas.isri trencts..etting., energy efficient teclinorogies .such BE. permanent
ma.gnet motors aocl advanced pump controls. and monitoring. Because water
mat ter's, nd w doe s. yo tic busInts S.
To hearrirnott". Visit run dio5.us or folkavv Li 5 Cin ru'rebool.: and Linkedln.
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GRUINEIFOS At%

4UA10
4UA13
KOHLER.
Model: 200REZXB
208-600 V Gas
0 9007
KoHLER.
NATIONALLY REGISTERED
EPA -Certified for Stationary
and Mobile Emergency and
Non -Emergency Applications
Ratings Range
Standby: kW
kVA
Prime: kW
kVA
60 Hz
130-200
163-250
174-176
218-220
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:
o The unique Fast -Response® II excitation system delivers
excellent voltage response and short-circuit capability
using a permanent magnet (PM) -excited alternator.
o The brushless, rotating -field alternator has broadrange
reconnectability.
Alternator Voltage Ph
120/208 3
127/220 3
120/240 3
139/240 3
220/380 3
240/416 3
277/480 3
347/600 3
120/208 3
127/220 3
120/240 3
139/240 3
220/380 3
240/416 3
277/480 3
347/600 3
Hz
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
Rich -Burn Natural Gas
130°C Rise 105°C Rise
Standby Rating Prime Rating
kW/kVA Amps kW/kVA Amps
200/250 694 174/218 604
200/250 656 175/219 574
200/250 601 174/218 523
200/250 601 176/220 529
200/250 380 174/218 330
200/250 347 174/218 302
200/250 301 176/220 265
200/250 241 176/220 212
200/250
200/250
200/250
200/250
200/250
200/250
200/250
200/250
694
656
601
601
380
347
301
241
176/220
176/220
176/220
175/219
176/220
176/220
175/219
175/219
611
577
529
526
334
305
263
210
Rich -Bum LP
Gas (Vapor)
130°C Rise
Standby Rating
kW/kVA Amps
130/163 451
130/163 426
130/163 391
130/163 391
130/163 247
130/163 226
130/163 195
130/163 156
130/163 451
130/163 426
130/163 391
130/163 391
130/163 247
130/163 226
130/163 195
130/163 156
RATINGS: All three-phase units are rated at 0.8 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. Prune Rower Ratings: At varying load, the number of generator set operating hours is unlimited. A 10% overload capacity is available for one hour in twelve. Ratings am in accordance with
ISo e52B.1 and ISO-304E-1. For linfted running time and continuous ratings, consult the factory. Obtain technical information bulletin (11B-101) for ratings guidelines, complete ratings definitions, and
alte c ndtion dereles. The generator set manufacturer reserves the right to change the design or specifications whhout notice and without any obligation or lability whatsoever. For dual fuel engines,
use the LP gas ratings for both the primary and secondary fuels.
G4-1 BB (200REZXB) 1111 BT

Alternator Specifications
Specifications
Alternator
Manufacturer
Type
Exciter type
Leads: quantity, type
Voltage regulator
Insulation:
Material
Temperature rise
Bearing: quantity, type
Coupling
Amortisseur windings
Voltage regulation, no-load to full -load
One-step load acceptance
Unbalanced load capability
Peak motor starting kVA:
480 V 4UA10
480 V 4UA13
Engine
Kohler
4-Pole, Rotating -Field
Brushless,
Permanent -Magnet
12, Reconnectable
Solid State, Volts/Hz
NEMA MG1
Class H
130°C, Standby
1, Sealed
Flexible Disc
Full
Controller Dependent
100% of Rating
100% of Rated Standby
Current
(35% dip for voltages below)
790 (60Hz)
990 (60Hz)
• 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.
• Windings are vacuum -impregnated with epoxy varnish for
dependability and long life.
• Superior voltage waveform from a two-thirds pitch stator and
skewed rotor.
• Fast -Response® II brushless alternator with brushless exciter
for excellent load response.
Application Data
Engine Electrical
Engine Specifications
Manufacturer
Engine model
Engine type
Cylinder arrangement
Displacement, L (cu. in.)
Bore and stroke, mm (in.)
Compression ratio
Piston speed, m/min. (ft.lmin.)
Main bearings: quantity, type
Rated rpm
Max. power at rated rpm, kWm (BHP)
Cylinder head material
Piston: type, material
Crankshaft material
Valve material
Governor: type
Frequency regulation, no-load to full -load
Frequency regulation, steady state
Frequency
Air cleaner type, all models
Exhaust
Doosan
D111TIC
11.1 L, 4-Cycle,
Turbocharged, Aftercooled
6, Inline
11.05 (674)
123x 155 (4.84 x 6.10)
10.5:1
558 (1831)
7, Precision Half -Shell
1800
225 (302)
Cast Iron
Forged Steel
Electronic
Isochronous
Fixed
Dry
Exhaust System
Exhaust manifold type
Exhaust flow at rated kW, kg/hr. (cfm)
Exhaust temperature at rated kW,
dry exhaust, °C (°F)
Maximum allowable back pressure
overall, kPa (in. Hg)
Maximum allowable back pressure
after catalyst, kPa (in. Hg)
Engine exhaust outlet size, mm (in.)
Wet
850 (1211)
600 (1112)
10.2 (3)
5.1 (1.5)
Flanged Outlet at Catalyst,
see ADV drawing
Engine Electrical System
Battery charging alternator:
Ground (negative/positive) Negative
Volts (DC) 24
Ampere rating 45
Starter motor rated voltage (DC) 24
Battery, recommended cold cranking
amps (CCA):
Qty., CCA rating each Two, 1000
Battery voltage (DC) 12
Fuel
Fuel System - Rich Burn
Fuel type
Fuel supply line inlet
Natural gas fuel supply pressure, kPa
(in. H2O)
LPG vapor withdrawal fuel supply
pressure, kPa (in. H2O)
Dual fuel engine, LPG vapor withdrawal
fuel supply pressure, kPa (in. H2O)
Natural Gas, LP Gas,
or Dual Fuel
2.0 NPTF
1.74-2.74 (7.0-11.0)
1.24-2.74 (5.0-11.0)
1.24 (5.0)
Fuel supply pressure, measured at the generator set fuel inlet
downstream of any fuel system equipment accessories.
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 heating value,
MJ/ms (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.
G4a88 (200REZXB) 1inef

Application Data
Lubrication
Lubricating System
Type Full Pressure
Oil pan capacity, L (qt.) § 25 (26.4)
Oil pan capacity with filter, L (qt.) § 27 (28.8)
Oil filter quantity, type § 1, Cartridge
Oil cooler Water -Cooled
§ Kohler recommends the use of Kohler Genuine oil and filters.
Cooling
Radiator System
Ambient temperature, °C (° F) *
Engine jacket water capacity, L (gal.)
Radiator system capacity, including
engine, L (gal.)
Engine jacket water flow, Lpm (gpm)
Heat rejected to cooling water at rated
kW, dry exhaust, kW (Btu/min.)
Heat rejected to air charge cooler at
rated kW, dry exhaust, kW (Btu/min.)
Water pump type
Fan diameter, including blades, mm (in.)
Fan, kWm (HP)
Max. restriction of cooling air, intake and
discharge side of radiator, kPa (in. H2O)
50 (122)
21 (5.5)
116 (30.6)
284 (75)
142.3 (8100)
26.3 (1500)
Centrifugal
965 (38)
13.4 (18)
0.125 (0.5)
* Weather and sound enclosures with internal silencer reduce ambient
temperature capability by 5°C (9°F).
Operation Requirements
Air Requirements
Radiator -cooled cooling air,
m3/min. (scam)';
Combustion air, kg/hr. (cfm)
Heat rejected to ambient air:
Engine, kW (Btu/min.)
Alternator, kW (Btu/min.)
t Air density = 1.20 kg/m3 (0.075 lbm/ft3)
510 (18000)
800 (390)
60.3 (3430)
16.0 (910)
Fuel Consumption*
Natural Gas, m3/hr. (cfh) at % load
Standby Rating
100%
75%
50%
25%
59.9 (2115)
46.7 (1649)
32.8 (1158)
20.0 (706)
Natural Gas, m3/hr. (cfh) at % load
Prime Rating
100%
75%
50%
25%
53.6 (1893)
41.7 (1473)
29.7 (1049)
17.6 (622)
LP Gas, m3/hr. (cfh) at % load
Standby Rating
100%
75%
50%
25%
Nominal fuel rating:
19.9 (703)
17.0 (600)
11.5 (406)
7.2 (254)
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 Ib.
0.535 m3 = 1 kg.
36,39 ft.3 = 1 gal.
Controllers
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
6 Remote communication thru a PC via network or
serial configuration
• Controller supports Modbuse protocol
• integrated hybrid voltage regulator with t0.5% regulation
• Built-in alternator thermal overload protection
• NFPA 110 Level 1 capability
Refer to G6-161 for additional controller features and accessories.
00
amer
orin
Decision -Maker 550 Controller
Provides advanced control, system monitoring, and system diagnostics
with remote monitoring capabilities.
• Digital display and keypad provide easy local data access
• Measurements are selectable in metric or English units
• Remote communication thru a PC via network or
modem configuration
• Controller supports Modbuse protocol
• Integrated voltage regulator with 10.25% regulation
• Built-in alternator thermal overload protection
• NFPA 110 Level 1 capability
Refer to G6-46 for additional controller features and accessories.
0
pp.
Decision -Maker 6000 Paralleling Controller
Provides advanced control, system monitoring, and system diagnostics
with remote monitoring capabilities for paralleling multiple generator
sets.
• Paralleling capability with first -on logic, synchronizer, kW and kVAR
load sharing, and protective relays
• Digital display and keypad provide easy local data access
• Measurements are selectable in metric or English units
• Remote communication thru a PC via network or
modem configuration
• Controller supports Modbuse protocol
• Integrated voltage regulator with *0.25% regulation
• Built-in alternator thermal overload protection
• NFPA 110 Level 1 capability
Refer to G6-107 for additional controller features and accessories.
Modbjs+ Is a registered trademark of Schneider Electric.
G4188 (200REZ)(5) 11 /18f

KOHLERO
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
Standard Features
• Alternator Protection
• Battery Rack and Cables
• Closed Crankcase Ventilation (CCV) with Filters
• Integral Vibration Isolation
• Local Emergency Stop Switch
• Low Coolant Level Shutdown
• Oil Drain Extension
• Operation and installation Literature
• Three -Way Exhaust Catalyst
Available Options
Approvals and Listings
❑ CSA Certified
❑ IBC Seismic Certification
❑ UL 2200 Listing
❑ Hurricane Rated Enclosure
Enclosed Unit
❑ Sound Enclosure with Internal Silencer (Aluminum)
❑ Sound Enclosure with Internal Silencer (Steel)
❑ Weather Enclosure with internal Silencer (Steel)
Open Unit
❑ Exhaust Silencer, Critical (kit: PA-324470)
❑ Flexible Exhaust Connector, Stainless Steel
Fuel System
❑ Dual Fuel, NG/LPG (Automatic Changeover)
❑ Flexible Fuel Lines
(required when the generator set skid is spring mounted)
❑ Gas Filter
❑ Secondary Gas Solenoid Valve
Controller
❑ Common Failure Relay
❑ Communications Products and PC Software
❑ Customer Connection (Decision -Maker® 550 controller only)
❑ Decision -Maker® Paralleling System (DPS)
(Decision -Maker® 6000 controller only)
❑ Dry Contact Kit (isolated alarm)
(Decision -Maker® 550 and 6000 controllers only)
❑ Two input/Five Output Module (APM402 controller only)
❑ Prime Power Switch (Decision -Maker® 550 and 6000 only)
❑ Remote Audiovisual Alarm Panel
(Decision -Maker® 550 and 6000 controllers only)
❑ Remote Emergency Stop
❑ Remote Serial Annunciator Panel
❑ Run Relay
❑ Manual Speed Adjust
(Decision -Maker® 550 and APM402 controllers only)
Cooling System
❑ Block Heater, 2500 W, 90-120 V, 1 Ph
❑ Block Heater, 2500 W, 190-208 V, 1 Ph
❑ Block Heater, 2500 W, 210-240 V, 1 Ph
❑ Block Heater, 2500 W, 380-480 V, 1 Ph
Required for ambient temperatures below 10°C (50°F)
❑ Radiator Duct Flange
Electrical System
❑ Alternator Strip Heater
❑ Battery
❑ Battery Charger, Equalize/Float Type
❑ Battery Charger Temperature Compensation
❑ Battery Heater
❑ Line Circuit Breaker (NEMA1 enclosure)
❑ Line Circuit Breaker with Shunt Trip (NEMA1 enclosure)
Miscellaneous
❑ Air Cleaner Restriction Indicator
❑ Certified Test Report
❑ Engine Fluids Added
❑ Rated Power Factor Testing
❑ Rodent Guards
Literature
❑ General Maintenance
❑ NFPA 110
❑ Overhaul
❑ Production
Warranty
❑ 2-Year Basic Limited Warranty
❑ 2-Year Prime Limited Warranty
❑ 5-Year Basic Limited Warranty
❑ 5-Year Comprehensive Limited Warranty
Other Options
EI
Dimensions and Weights
Overall Size, L x W x H, max., mm (in.):
Weight (radiator model), wet, max., kg (Ib.):
T
3575 x 1350 x 1908
(140.7 x 53.1 x 75.1)
2722 (6000)
L
NOTE: This drawing is provided for reference only and should not be used for planning
installation. Contact your local distributor for mare detailed iniormatlon.
DISTRIBUTED BY:
® 2011, 2012, 2014, 2015, 2017, 2015 by Kohler Co. All rights reserved.
G4-188 (200REZx8) 11 /t et