WQ0043063_Application (FTSE)_20211220

Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
Transmittal
4) ANCHOR
QEA
December 15, 2021
To: NCDEQ Division of Water Resources
Asheville Regional Office
2090 US 70 Highway
Swannanoa, NC 28778
From: Robert Cork
Anchor QEA of North Carolina, PLLC
Cc: Ken Kramer, Givens Highland Farms
Alexandra Baratucci, Anchor QEA of North Carolina, PLLC
Re: Fast Track Sewer System Extension Permit Application
Givens Highland Farms — Campus Redevelopment Phase 2
Black Mountain, Buncombe County, North Carolina
Copies
Description
2
Original and one copy of permit application submittal
1
Application Fee ($480)
3°17211
DEC 1 6 2021
Water Quality Regional Operations
Asheville Regional Office
Fast Track Transmittal CoverFast Track Transmittal-Cover.docx

Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
North Carolina Department of Environmental Quality
Division of Water Resources
Asheville Regional Office Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778-8211
Re: Givens Highland Farms — Campus Redevelopment Phase 2
Fast Track Sewer System Extension Permit Application
To Whom It May Concern,
ANCHOR
QEA
December 13, 2021
Water Quality Regional Operations
Asheville Regional Office
The purpose of this letter is to fulfill the requirements stated by the North Carolina Department of
Environmental Quality (DEQ) for the approval of an extension of the sanitary sewer system. On behalf
of Givens Highland Farms (Givens), Anchor QEA of NC, PLLC (Anchor QEA) is hereby submitting a
Fast -Track Extension application. Givens, under the design and planning guidance of Anchor QEA
and others, is preparing a redevelopment project which requires the extension of the sanitary sewer
system to an expanded and rebuilt subdivision.
Project Purpose and Name
The proposed project, called Campus Redevelopment Phase 2, is located on the campus of Given
Highland Farms off North Rim Road, Wagon Trail, and Brookside Drive in Black Mountain, NC 28711.
The plat number is 134-147 and the property PIN number 0609-55-1146.
This project intends to demolish existing buildings on the campus, to be rebuilt with new apartments
and new common activity areas for the residents. Due to the installation of new apartments, an
extension to the water main and connection to the new buildings is required.
The extension will be to an existing private system for service to an additional 36 residential
apartments and condominiums, producing a total wastewater flow of 9,500 gallons per day (GPD).
This 9,500 GPD is an additional demand of 3,500 GPD to the sewer system compared to the previous
buildings. The additional demand of 3,500 GPD has been approved by Metropolitan Sewerage
District; this can be confirmed by the Flow Track Acceptance Form included as Attachment 2. The
proposed sewer extension will consist of the installation of approximately 756 linear feet of standard
dimension ratio (SDR) 35 polyvinyl chloride (PVC) pipe, 5 manholes, and 2 service connections.
Previous development was permitted by the Division of Water Quality to Givens Estates under Permit
No. WQ0022578. All requirements and specifications allowed under this permit shall be maintained.

December 13, 2021
Page 2
This project intends to add to the existing private sewer system, with a tap into Existing Manhole
(EMH) MSD #30-24327, plug and demolish EMH MSSD #30-24328, and install a manhole to cut into
the existing line.
Enclosures
Enclosed with this letter is the check for $480.00 and the forms and attachments which meets DEQ's
requirements, as necessary to complete the review and process the sewer extension permit
application. Givens and Anchor QEA realizes that this is a non-refundable fee used to cover the costs
of various field studies and staff time required to process the application and cannot be used as a
credit against any other costs incurred.
We anticipate needing the sewer extension for the above stated purpose to be authorized by January
31, 2022. This date is the anticipated start of construction date.
Should DEQ require more information or have any further questions, please do not hesitate to
contact Robert Cork at 828-771-0370 or via email at [e-mail], or Alexandra Baratucci
at 828-641-9322 or via email at [e-mail]. We look forward to receiving approval
of the permit from DEQ.
Sincerely,
Robert Cork, P.E. MEng
cc:
Ken Kramer of Givens Highland Farms, Inc.
Walter Dinicola of Anchor QEA
Alexandra Baratucci of Anchor QEA
Attachments
Figure 1
Attachment 1
Attachment 2
Attachment 3
Attachment 4
Attachment 5
Project Location Map
NCDEQ Fast Track Sewer System Extension Application Form FTA 06-21
Flow Tracking / Acceptance Form FTSE 10-18 and Approval from MSD
Developer Operational Agreement
Existing Permit No. WO0022578
Check in the Amount of $480.00

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DEC 1 b 2021 DW
lir Quality Operations
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Asheville Regional Office FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & 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 (Gravity Sewer & Pump Stations/Force Mains) 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 immediately 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 do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex 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 (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (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.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
D. If necessary for clarity or due to space restrictions, attachments to the application may be made.
E 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.
p 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 Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & 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 forni 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,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
El 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/Propertv Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
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
O 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 05-21 & 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 28778-8211
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5095
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
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, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Givens Highland Fanns (company, municipality, HOA, utility, etc.)
2. Applicant type: ['Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
['Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Ken Kramer per 15A NCAC 02T .0106(b)
Title: Executive Manager
4. Applicant's mailing address: 200 Tabernacle Road
City: Black Mountain State: North Carolina Zip: 28711-7733
5. Applicant's contact information:
Phone number: [phone] Email Address: kkramer( givenshighlandfarms
❑ Other
IL PROJECT INFORMATION:
1. Project name: Givens Highland Farms Campus Redevelopment Phase 2
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0022578 and issued date: June 5, 2003,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.614889 ° Longitude:-82.348757°
5. Parcel ID (if applicable): 0609-55-1146 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Walter Dinicola License Number: 044681
Firm: Anchor QEA of North Carolina, PLLC
Mailing address: 231 Haywood Street
City: Asheville State: North Carolina Zip: 28801-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: MSD of Buncombe County Permit Number: NC0024911
Owner Name: Metropolitan Sewerage District
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Givens Highland Farms
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑ No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
® Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
® Food and drink facilities ❑ Church
❑ Businesses / offices / factories ® Nursing Horne
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Dwelling/ Residential Areas (66 from 30
units, 95 from 60 bedrooms)
100 gal/unit
95
9,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
9,500 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,500 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Pennit Number: W00022578 Issuance Date: June 2003
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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)
8
756
Material
SDR35
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - . °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (fine capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
D. 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives 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)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ®No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Walter Dinicola , attest that this application for Givens Highland Farms Campus Redevelopment Phase 2
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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,
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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
Walter
Dinicola
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Digitally signed by
Walter Dinicola
Date: 2021.12.13
16:23:28 -05'00'
I, Ken Kramer , attest that this application for Givens Highland Farms Campus Redevelopment Phase 2
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application 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.
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force ivlains (latest versionj, and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®Yes El No
if no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
Professional Engineer's Certification:
1, Walter Dinicola , attest that this application for Givens Highland Farms Campus Redevelopment Phase 2
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application item 11. I)
has been reviewed by me and is accurate, complete and consistent with the information supplied ht the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. l further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
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 1 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
Walter 1 Digitally signed by
,\Walter Dlnlcola
Iinicola.. Date:2021.12.13
16:23:28 -05'00'
1 Applicant's Certification per 15A NCAC 02T .0106(b):
001,1.11,04
SEAL
044681
FNOINE:. •' Q:
J, DN. ``°
rrrnnn„,"`
1, Ken Kramer , attest that this application for Given Highland Farms Campus Redevelopment Phase 2
(Signature Authority Name from Application item 1.3.) (Project Name from Application Item
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. l 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 143-215.611, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: _Z. ;e/ /
FORM: PTA 06-21
Page 5 of 5

DW 1
DEC1b1
ter Quality Reg::;'
Asheville Rec.::
Division of Water Resources
Entity Applicant Name: Robert Cork, Anchor PEA PLLC
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: 2021201 - GIVENS HIGHLAND FARMS - APT DEMO AND REMODEL
More than one F7SE mar he required for a single project if the owner of the II'UI'TP is not responsible for all pump stations along the route al.the
proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWII) Facility Name: Water Reclamation Facility
b. WWTP Facility Permit 1/: NC0024911
c. WW1? facility's permitted flow:
d. Estimated obligated flow not yet tributary to WWII):
e. W W7•P facility's actual avg flow:
I'. 'Total flow for this specific request:
g. Total actual and obligated (lows to the facility:
h. Percent of permitted flow used:
40
10.3160
24.2114
4II flows ure in MGD
0.0035
34.5274
86%
I1. Complete this section Ibr each pump station you are responsible Ibr along the route of this proposed water flow.
List pump stations located between the project connection point and the WWII)
(A) (13) (C) (D)=(B+C) (E)=(A-D)
Design Approx. Obligated, Not Total Current
Pump Station Firm Average Daily Current Avg. Yet Tributary Flow Plus Available
(Name or Capacity.* Flow** (Firm / Daily Flow, Daily Flow, Obligated Flow Capacity
Number) MOD pl) MGD MGD MOD ***
* The Firm Capacity of any pump station is defined as the maximum pumped now 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:
III. Cernication Statement:
..ir441 r�rd
I
MSD of Buncombe County Collection System
WQCS00004
certify to the best ()I' my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route to the receiving wastewater treatment facility and that the Ilow 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 ofthe planned improvements identified in the planning assessment
where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data
. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums Ibr which I am the
responsible pi y. Sigj ..ure of this form indicates ac eptance of this wastewater flow.
t/"l)tc ial .Sigjfnnnr / Daril
igning
Page I of I FTSL:04-16

li\ \ram, '
,-.- DEC 1 6 2021
STATE OF NORTH CAROLINA
COUNTY OF BuncombeWater Quality RegcrL ." % t :rations
Asheville RegiolL, Utfice
DEVELOPER'S OPERATIONAL AGREEMENT
Permit No.
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Givens Highland Farms, 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 Campus Redevelopment Phase 2 (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, Givens Highland Farms, LLC (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 andrepair.
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 andlaw.
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 Resources 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 andDeclaration.
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 03-19 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 mayrequire 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 apermit.
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
S. Daniel Smith
Director, Division of Water Resources
(Date)
Givens Highland Farms, LLC
Name of DEVELOPER
By: ._
(Si
Ken Kramer, Executive Director
Print Name and Title
(Date)
FORM: DEV 03-19 Page 2 of 2

Jt.� � �f;li ..
DEC 1 6 2021
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Water Quality Regional OperatlonNorth Carolina Department of Environment and Natural Resources
Asheville Regional Office Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
Mr. Kenneth Partin, Executive Director
Givens Estates
2360 Sweeten Creek Road
Asheville, North Carolina 28803
Dear Mr. Partin:
June 5, 2003
. Subject: Permit No. WQ0022578
Givens Estates
\,12(
Wastewater Collection System Extension
ncombe County
In accordance with your application received May 9, 2003, and additional information
received on June 4, 2003, we are forwarding herewith Permit No. WQ0022578, dated June 5,
2003, to Givens Estates for the construction and operation of the subject wastewater collection
system extension. This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227
or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer
named in the application. It shall be the Permittee's responsibility to ensure that the as -
constructed project meets the appropriate design criteria and rules. Failure to comply may result
in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral
of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Givens Estates for the construction and operation of approximately 7,157 linear
feet of 8-inch gravity sewer as part of the Givens Estates project, and the discharge of 34, 700

Mr. Kenneth Partin
June 5, 2003
Page Two
gallons per day of collected domestic wastewater into the Metropolitan Sewerage District of
Buncombe County's existing sewerage system, pursuant to the application received May 9, 2003,
and additional. information received on June 4, 2003, and in conformity with 15A NCAC 2H .0200;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Metropolitan
Sewerage District of Buncombe County's Wastewater Treatment facility (NPDES Permit No.
NC0024911) prior to being discharged into the receiving stream.
Construction of the subject wastewater collection system shall not commence until approval
for the construction and operation of these sewers has been obtained from the Metropolitan
Sewerage District of Buncombe County.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final
and binding.
If you need additional information concerning this matter, please contact Mr. Larry Frost at
[phone].
Surely,
/Alan W. Klimek, P.E.
Enclosure
xc: Buncombe County Health Department
Wm. James Jones — William G. Lapsley & Associates
Water Quality Central Files
NDPU Files
Larry Frost eie
2

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GIVENS ESTATES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
WQ0022578
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met as
provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards
in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day
(i.e. 365 days per year). Pump stations that are connected to a telemetry system shall
be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of
time.
A general observation of the entire sewer system shall be conducted at least once per
year.
3

WQ0022578
g.
Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required
by North Carolina General Statute §143-215.1C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
collection facilities to change ownership, or there is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as
not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject.
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
4

WQ00578
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control
requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letterform
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 5th day of June, 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1
Ian W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ000-a-5 7 Q.
5

Permit No. WQ0022578
June 5, 2003
f
Complete and submit this form to the permit issuing Asheville Regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (7 periodically, ❑ weekly, ❑ full time) the construction of the Givens
Estates wastewater collection system extension, Buncombe County project for the Permittee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction
such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
MR. FORREST R. WESTALL
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NC 28801
The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior
to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
6

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DRAWING INDEX
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TITLE
1
G1.0
COVER SHEET
2
G2.0
NOTES, LEGEND, AND ABBREVIATIONS 1
3
G2.1
NOTES, LEGEND, AND ABBREVIATIONS 2
4
E1.0
EXISTING CONDITIONS, WEST
5
E1.1
EXISTING CONDITIONS, EAST
6
C1.0
PROPOSED SITE PLAN, WEST
7
C1.1
PROPOSED SITE PLAN, EAST
8
C1.2
SITE DETAILS
9
C2.0
EROSION AND SEDIMENTATION CONTROL PLAN, WEST
10
C2.1
EROSION AND SEDIMENTATION CONTROL PLAN, EAST
11
C2.2
EROSION AND SEDIMENTATION CONTROL DETAILS 1
12
C2.3
EROSION AND SEDIMENTATION CONTROL DETAILS 2
13
C2.4
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
14
C2.5
NCGO1 SELF -INSPECTION, RECORDKEEPING, AND REPORTING
15
C3.0
PROPOSED GRADING PLAN, WEST
16
C3.1
PROPOSED GRADING PLAN, EAST
17
C4.0
ROAD PROFILE AND CROSS SECTIONS
18
C5.0
PROPOSED STORMWATER PLAN, WEST
19
C5.1
PROPOSED STORMWATER PLAN, EAST
20
C5.2
STORMWATER PROFILES
21
C5.3
STORMWATER DETAILS 1
22
C5.4
STORMWATER DETAILS 2
23
C6.0
PROPOSED WATER PLAN, WEST
24
C6.1
PROPOSED WATER PLAN, EAST
25
C6.2
WATER PROFILES
26
C6.3
WATER DETAILS 1
27
C6.4
WATER DETAILS 2
28
C7.0
PROPOSED SANITARY SEWER PLAN, WEST
29
C7.1
PROPOSED SANITARY SEWER PLAN, EAST
30
C7.2
SANITARY SEWER PROFILES
31
C7.3
SANITARY SEWER DETAILS 1
32
C7.4
SANITARY SEWER DETAILS 2
PROJECT DATA
OWNER:
GIVENS HIGHLAND FARMS, LLC
200 TABERNACLE ROAD
BLACK MOUNTAIN, NC 28711
KEN KRAMER, EXECUTIVE DIRECTOR
828-357-3606
LANDSCAPE ARCHITECT:
EQUINOX ENVIRONMENTAL
37 HAYWOOD STREET, SUITE 100
ASHEVILLE, NC 28801
MEGAN FOY
828-253-6856
CIVIL ENGINEER:
ANCHOR QEA OF NORTH CAROLINA, PLLC
231 HAYWOOD STREET
ASHEVILLE, NC 28801
WALTER DINICOLA, PE
828-281-3350
ARCHITECT:
RLPS ARCHITECTS
250 VALLEYBROOK DRIVE
LANCASTER, PA
JOHN HOUCK
717-560-9501
BUNCOMBE COUNTY PIN: 0609-55-1146
ZONING DISTRICT: 01-6
RIVER BASIN: FRENCH BROAD
PROPOSED USE: CONTINUING CARE
RESIDENTIAL FACILITY
PERMIT SET - NOT FOR CONSTRUCTION
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ANCHOR
QEA
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ARMS
2pQ'Q oe sA ,.04 ,,9
2 E SEAL
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REVISIONS
REV
DATE
BY
APP'D
DESCRIPTION
DESIGNED BY: W. DINICOLA
DRAWN BY: 1. BIGSBY
CHECKED BY: ----
APPROVED BY: ----
SCALE: AS NOTED
DATE: NOVEMBER 19, 2021
GIVENS HIGHLAND FARMS
CAMPUS REDEVELOPMENT PHASE 2
COVER SHEET
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