WQ0044225_Application (FTSE)_20230322 (2)

BROOKS
ENGINEERING ASSOCIATES
17Arlington Street / Asheville NC28801 / www.brooksea.com / UB-232-4700
Letter of Transmittal
To:
NCDEQ
Water Quality Regional Operations
2090 US Hwy. 70
Swannanoa, NC 28778
Attention: Tim Heim, PE
828-296-4500
no. if Fedex, no P.O.
Project Name:
Charlie Brown Rd Residential Development
Sewer Collection
Project No:
In a 3
❑ Mail
® Deliver
MAR 16 2023
UUater Quality Regional Operations
Asheville Regional Office
From: Date:
Mark Brooks March 10, 2023
cc: (need telephone no. if Fedex, no P.O. Box)
❑ Overnight* ❑ Other
*must use street address & include phone number
Document Description:
Date:
Copies:
Application FTA 06-21
1 original (delivered), 1
co (emailed)
Cover Letter
1 (emailed)
Application Fee $480
1 delivered
Sec. of State Search results
1 emailed
USGS To o map
1 emailed
Location Map
1 emailed
Courtesy set of plans
1 emailed
Comments:
Tim —
Let me know if anything is needed. Thanks.
17 Arlington Street, Asheville, NC 28801 9 Phone [phone] • Fax [phone]

BROOKS
ENGINEERING ASSOCIATES
March 10, 2023
NCDEQ
Asheville Regional Office
Division of Water Quality
2090 US Hwy 70
Swannanoa, NC 28778
Attention: Tim Heim, PE
Planning & Project Management / Civil Engineering
Surveying / Environmental Engineering & Services
17 Arlington Street / Asheville NC 28801
www.brooksea.com / 828-2324700
Regarding: Charlie Brown Road Residential Development
Yancey County
BEA Project No. 562322
FTA 06-21 Application Cover Letter
Dear Mr. Heim:
On behalf of Crowder, Banks & Associates (owner), we are submitting the enclosed Fast
Track Sewer Extension Application FTA 06-21 & the required Supporting Documentation.
The application is for the Charlie Brown Road Residential Development in Yancey County.
This enclosed application consists of an addition of approximately 810 Linear Feet of sewer
extension of the 8" PVC Gravity Sewer, with manholes.
Wastewater generated by this phase of the project consists of 30 units, with a design flow of
6,120 gpd; this is based on 51 bedrooms (9 3-bedroom units and 12 2-bedroom units) at 120
gpd per bedroom. The wastewater generated will be 100% domestic.
The system will consist of an addition to the gravity collection system that drains to the
Burnsville Wastewater System. There will be no encroachments on public right of ways. No
previously approved infrastructure will be modified or removed.
The additional required submittal items for this application package are enclosed. We
appreciate your review of this permit application. Please feel free to call or email to discuss
this submittal.
Sincerely, 0303HV�
Brooks Engineering Associates, P.A.
MAN 16 [UZ3
Mark Brooks, PE
Attachments: USGS Topographic Map of area
Street level map
NC Secretary of State Company Search Results
Town of Burnsville Allocation
Enclosures: Application Fee Check for $480
Application and checklist for FTA 06-21
Courtesy Set of Plans
Water Quality Regional Operations
Asheville Regional Office

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71

Russell Fox
Mayor
Heather Hockaday
Town Manager/Attorney
Chad Fox
Town Clerk
Wyatt,
ZoWn of �BurnOiYIe
/0
Councilors:
Judy Buchanan
Denise Collier
Randy 011is
Bill Wheeler
The Town of Burnsville can allocate the flows of 12,400 GPD of water and 11,160
of waste water to the Charlie Brown Road Development.
Thank you,
Shane Dale
Public Works Director
Town of Burnsville
MAR t E L023 Dj�
Water Quality Regional Operations
Asheville Regional Office
P.O. Box 97 • Burnsville, North Carolina 28714 . Phone [phone] • FAX [phone] • wwwtownofburnsville.org

3/6/23, 11:06 AM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended aAnnual Report form
Business Corporation
Legal Name
Crowder, Banks &Associates, Inc.
Information
Sosld: 0761462
Status: Current -Active O
Date Formed: 1 /13/2005
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Young, Samuel K
Addresses
Mailing
209 Laurel Street
Burnsville, NC 28714-2721
Reg Mailing
209 Laurel Street
Burnsville, NC 28714-2721
Officers
Principal Office
209 Laurel Street
Burnsville, NC 28714-2721
Reg Office
209 Laurel Street
Burnsville, NC 28714-2721
https://www.sosnc.gov/online_ services/search/Business_Registration_Results 1/2

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Crowder, Banks & Associates, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Samuel Young per 15A NCAC 02T .0106(b) �7 1 7
Title: Secretary 7
4. Applicant's mailing address: P. O. Box 1648LN\� '
City: Burnsville State: NC Zip: 28714- MAZu2
5. Applicant's contact information:
Water Quality Regionai Operations
Phone number: [phone] Email Address: syoung(a,youngmcqueen.com Asheville Regional Office
II. PROJECT INFORMATION:
1. Project name: Charlie Brown Road Residential Development
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
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: Yancey
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.913965' Longitude:-82.322337'
5. Parcel ID (if applicable): 081004646207000 (or Parcel 1D to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark Brooks License Number: 026539
Firm: Brooks Engineering Associates, PA
Mailing address: 15 Arlington Street
City: Asheville State: NC Zip: 28801-
Phone number: [phone] Email Address: mbrooks e brooksea.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Burnsville WWTP Permit Number: NCO020290
Owner Name: Town of Burnsville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ CS00143
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Burnsville
FORM: FTA 06-21 Pagel 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.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If Yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,n
No. of Units
Flow
Bedroom
120 gal/day
51
6,120 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6,120 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: 6,120 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 Permit Number: Issuance Date:
❑ 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) Material
8 810 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope 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: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm 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. Lb. ❑ 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)_
➢ 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(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (e)? ® 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
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, 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: French Broad ElNo
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 213.0202
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.0 105 (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 021', the Minimum Design Criteria for the Permitting of Ptunp Stations
and Force Mains (latest version), and the Gravity Sewer Minfinunr 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. Uproval of the request will be issued
cotteurrehtlY with the aopt•oval of tile hermit and t>roiects reguiring a variance approval may be subject to longer
review tithes. Vol, projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion off Ile urolect, the full tech iticaI review is required.
2. Professional Engineer's Certification:
I, Mark Brooks, attest that this application for Charlie Brown Road Residential Development
(Professional Engineer's nanrc from Application Itcm 111.1.) (Project Name from Application Item HA)
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 docunentation 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 Gravi1y Servers ( latest version), and the Minimum Design Criteria )'or the Fast -Track Permitting
of Punio Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — in accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. 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 NCAQ,,%1QQJ),
North Carolina Professional Engineer's seal, signature, and (late:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Samuel Young, attest that this application for Charlie Brown Road Residential Development
(Signature Authority Name from Application item 1.3.) (Project Name from Application Item 11.1)
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. 1 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: F- Date: F�'
FORM: FTA 06-21 Page 5 of 5