WQ0043424_Application_20220518

DWR
Division of Water Resources
I. APPLICANT INFORMATION:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
RFCFIVFtvmn
Application Number: A. QQh1 74. be completed by DWR)
MAY l 8 2022
All items must be completed or the application will be returned WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: BBC Maiden, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: LeeAnn Randolph per 15A NCAC 02T .0106(b)
Title: Secretary
4. Applicant's mailing address: 21000 TORRENCE CHAPEL ROAD. SUITE 100
City: CORNELIUS State: NC Zip: 28031-
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: Villages of Maiden
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: Catawba
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6026' Longitude: -81.2144 °
5. Parcel ID (if applicable): 364705099676 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel Gates License Number: 051823
Firm: R. Joe Harris & Associates. Inc.
Mailing address: 1186 Stonecres Blvd.
City: Tega Cay State: SC Zip: 29708-
Phone number: [phone] Email Address: dgatesQrjoeharris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Maiden WWTP Permit Number: NC0039594
Owner Name: Town of Maiden
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00120
2. Downstream (Receiving) Sewer Information: 8 inch Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00120
Owner Name(s): BBC Maiden. LLC
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 Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ 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 ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Daily Design Flow di'
No. of Units
Flow
Single Family Residential (4 Bedroom)
120 gal/bedroom
125
60000 GPD
Single Family Residential (3 Bedroom)
120 gal/bedroom
125
45000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
105,000 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: 105.000 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
9,815
PVC
8
396
DIP
toy, 2 I l
➢ 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: Villages of Maiden
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.5968056° Longitude: -81. 21347222222222°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0288 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): 20 gallons per minute (GPM) at 43.11 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
520
PVC
2
30
DIP
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.1.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);
> 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(fl & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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(fl 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:
iG I 4'%S , attest that this application for
(Professional Engineer's name from Application Item III.1.)
V/ tAl s d NIA�de►
(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:
3. Applicant's Certification per 15A NCAC 02T .0106(b): I, L.Q Vonnotio_l,I'
k , attest that this application for u i 1(i1�1, /Li,/
(Signature Authority Name from Appli tion 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: 5.1 11 1 a a
FORM: FTA 06-21 Page 5 of 5

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
I.
17.
Application Number: il(OMI H (to be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: BBC Maiden, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation
0 Federal ❑ State/County
❑ General Partnership
® Municipal
3. Signature authority's name: Steve Bailey per 15A NCAC 02T .0106(b)
Title: Public Works Director
4. Applicant's mailing address: 21000 TORRENCE CHAPEL ROAD, SUITE 100
City: CORNELIUS
5. Applicant's contact information:
Phone number: [phone] Email Address: stevena,pcd11c.net
State: NC Zip: 28031-
PROJECT INFORMATION:
1. Project name: Villages of Maiden
2. Application/Project status: ® Proposed (New Permit)
RECEIVED/NCDEQ/DWR
MAY 6 2022
P OORESVILWQROS
LE REGIONAL OFFICI
0 Privately -Owned Public Utility
❑ Other
❑ 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: Catawba
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6026° Longitude: -81.2144 °
5. Parcel ID (if applicable): 364705099676 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel Gates License Number: 051823
Firm: R. Joe Harris & Associates, Inc.
Mailing address: 1186 Stonecres Blvd.
City: Tega Cay State: SC Zip: 29708-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Maiden WWTP Permit Number: NC0039594
Owner Name: Town of Maiden
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00120
2. Downstream (Receiving) Sewer Information: 8 inch
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00120
Owner Name(s): BBC Maiden, LLC
FORM: FTA 06-21
Gravity ❑ Force Main
Page 1 of 5

Villages at Maiden Pump Station - Maiden, NC
Pump Station: 20 GPM @ 51.79' TDH w/2" Forcemain
PUMP STATION SPECIFICATIONS
AVERAGE DAILY FLOW = 6,720 GPD 14 homes x 4 bedrooms x 120 GPD per bedroom
4.67 gpm (Based on 24 Hour/Day)
PEAK INFLOW RATE = 2.5 Peak Factor * ADF
11.67 gpm
PUMPING RATE = 20.00 gpm
PUMPS =
FORCE MAIN = 2 in.
WET WELL DIAMETER
WET WELL LEVELS AT FULL DEVELOPMENT
RIM
FINISH GRADE
INFLUENT IN
HIGH WATER ALARM
LAG PUMP ON
LEAD PUMP ON
LAG OFF
LEAD PUMP OFF
LOW LEVEL ALARM SHUT OFF
WET WELL INVERT
BOTTOM ELEVATION'
CYCLE TIME GIVEN VOLUME AND FLOW
Average Daily Flow
T = V/((Q(PUMP) - Q(IN)) + V/Q(IN)
VOLUME
Q (PUMP)
Q (IN)
FILL TIME
EMPTY TIME
CYCLE TIME
CYCLES PER HOUR
CYCLES PER HOUR PER PUMP
4ft.
843.90
843.60
839.90
837.90
836.90
835.90
829.40
829.40
828.90
827.40
826.40
By:
Date:
D. Gates
February 21, 2020
peak inflow x 1.1
Base bottom estimated at 12" thickness, but may vary dependent upon supplier
Peak Daily Flow
T = V/((Q(PUMP) - Q(IN)) + V/Q(IN)
611.02 GALLONS VOLUME = 611.02 GALLONS
20.00 GPM Q (PUMP) = 20.00 GPM
4.67 GPM Q (IN) = 11.67 GPM
130.93 MINUTES FILL TIME = 52.37 MINUTES
39.85 MINUTES EMPTY TIME = 73.32 MINUTES
170.78 MINUTES CYCLE TIME = 125.70 MINUTES
0.35 CYCLES PER HOUR = 0.48
0.18 CYCLES PER HOUR PER PUMP = 0.24
EQUIVALENT LENGTH OF PIPE (Cameron Hydraulic Data - 18th Edition)
PUMP STATION -VALVE VAULT: NUM. EQ. LENGTH TOTAL
2" 90 DEGREE 3 5.2 15.5
2" SWING CHECK (Fully Open) 1 17.2 17.2
2" GATE VALVE (Fully Open) 1 1.4 1.4
2" Tee (Branch) 1 10.3 10.3
TOTAL EQUIVALENT LENGTH: 44 ft.
FORCEMAIN: NUM. EQ. LENGTH TOTAL
2" 90 DEGREE 0 5.2 0.0
2" 45 DEGREE 0 2.8 0.0
2" 22.5 DEGREE 0 1.4 0.0
2" 11.25 DEGREE 0 0.7 0.0
2" GATE VALVE 0 1.4 0.0
TOTAL EQUIVALENT LENGTH: 0 ft.

HEAD CALCULATIONS
SUCTION STATIC HEAD
DISCHARGE STATIC HEAD
PUMP STATION + VAULT PIPE
FORCE MAIN
LENGTH
C
C
FLOW
HEAD LOSS
VELOCITY
HEAD LOSS
VELOCITY
SUCT. AND DISC. HEAD LOSS
TOTAL DYNAMIC HEAD
BOUYANCY
DIAMETER OF WETWELL:
Volume
(Wetwell)
Floatation
= 0.50 ft.
= 44.85 (874.25-829.40) High Point of Forcemain less Pump Off
= 2 in.
= 2 in.
= 30 FT. (ACTUAL) + 44 (EQUIVALENT) = 74 ft. (2" Piping thru Valve Vault)
520 FT. (ACTUAL) + 0 (EQUIVALENT) = 520 ft. (2" Forcemain - Utilizes Flowaway Condition)
= 140 (PVC Forcemain) Actual length of 2" piping thru valve vault is 30 LF
= 125 (DIP Through Wetwell & Valve Vault) Actual length of 2" forcemain is 520 LF
= 20.00 GPM
= 1.20 FT/100 Ft. = 0.89 ft. Flowaway Analysis:
= 2.04 FT./SEC. Sta. 5+19 874.25 +/-
= 0.97 FT/100 Ft. = 5.05 ft. Sta. 5+20 874.22 +/-
= 2.04 FT./SEC. Difference 0.03 feet
= 0.5 ft. Distance 1 feet
= (44.85+0.89+5.05+0.50+0.50) = 51_79 ft_ Average Slope 0.0300 ft/ft
4.00 ft. INSIDE
5.33 OUTSIDE (Min. 8" Walls)
6.33 CONC. FOOTING (Base Pour of Precast)
Height(riser) x Area of Diameter(nominal diameter)
198.82 cu.ft.
= [Volume(wetwell) + Volume(Pad)] x Specific Weight(water)
12,406.67 lbs.
COUNTER BOUYANCY
Weight
Lid
Soils
= [Volume(Conc. Riser) + Volume(Conc. Footing)] x Conc. Unit Wt.
• 28,901.08 lbs.
Area of 2/3 Top x Top Thickness + Conc. Unit Weight
845.73 lbs.
= • Volume (Soil Over Footing) + Soil Unit Weight (Assume 70 Ibs/cf)
• 10,385.55 lbs.
Total
= 40,132.36 lbs. (Weight of Counter Buoyancy)
Counter Bouyancy is greater than Bouyancy of Precast Wetwll (No Add. Weight Needed)

SYSTEM CURVE (2" Forcemain)
Segment #1 (2" Piping Through Valve Vault):
LENGTH FLOW HEAD LOSS VEL. HEAD LOSS STATIC SUCTION TOTAL
PER 100 L.F. HEAD
A 74.39 0 0.00 0.00 0.00 0 0 0.00
B 74.39 3 0.04 0.31 0.03 0 0 0.03
C 74.39 7 0.17 0.71 0.13 0 0 0.13
D 74.39 10 0.33 1.02 0.25 0 0 0.25
E 74.39 14 0.62 1.43 0.46 0 0 0.46
F 74.39 17 0.89 1.74 0.66 0 0 0.66
G 74.39 20 1.20 2.04 0.89 0 0 0.89
H 74.39 23 1.55 2.35 1.15 0 0 1.15
I 74.39 27 2.09 2.76 1.55 0 0 1.55
J 74.39 30 2.54 3.06 1.89 0 0 1.89
K 74.39 34 3.20 3.47 2.38 0 0 2.38
L 74.39 38 3.93 3.88 2.92 0 0 2.92
Segment #2 (2" Forcemain):
LENGTH FLOW HEAD LOSS VEL. HEAD LOSS STATIC SUCTION TOTAL
PER 100 L.F. HEAD
A 520.00 0 0.00 0.00 0.00 44.85 1 45.85
B 520.00 3 0.03 0.31 0.15 44.85 1 46.00
C 520.00 7 0.14 0.71 0.72 44.85 1 46.57
D 520.00 10 0.27 1.02 1.40 44.85 1 47.25
E 520.00 14 0.50 1.43 2.61 44.85 1 48.46
F 520.00 17 0.72 1.74 3.74 44.85 1 49.59
G 520.00 20 0.97 2.04 5.05 44.85 1 50.90
H 520.00 23 1.26 2.35 6.54 44.85 1 52.39
I 520.00 27 1.69 2.76 8.80 44.85 1 54.65
J 520.00 30 2.06 3.06 10.70 44.85 1 56.55
K 520.00 34 2.59 3.47 13.49 44.85 1 59.34
L 520.00 38 3.19 3.88 16.57 44.85 1 62.42
Total Dynamic Head (Segment 1 + Segment 2)
TDH Flow
A 45.85 0
B 46.03 3
C 46.70 7
D 47.50 10
E 48.92 14
F 50.25 17
Q 51.79 a
H 53.54 23
56.20 27
J 58.43 30
K 61.72 34
L 65.35 38
x
.0 60.00
E 55.00
50.00

North Carolina Secretary of State Search Results Page 1 of 1
• 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 a Annual Report form
Limited Liability Company
Legal Name
BBC Maiden, LLC
Information
Sosld: 1925380
Status: Current -Active
Date Formed: 12/10/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Randolph, LeeAnn ,
Addresses
Mailing Principal Office
21000 Torrence Chapel Rd Ste 100 21000 Torrence Chapel Rd Ste 100
Cornelius, NC 28031 Cornelius, NC 28031
Reg Office Reg Mailing
21000 Torrence Chapel Road, Ste 100 21000 Torrence Chapel Road, Ste 100
Cornelius, NC 28031 Cornelius, NC 28031
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Secretary
Leeann Randolph
21000 Torrence Chapel Rd Ste 100
Cornelius NC 28031
https://www.sosnc.gov/online_services/search/Business_Registration_Results 5/9/2022

Division of Water Resource',
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: BBC Maiden, LLC
Project Name for which flow is being requested: Villages of Maiden
More than one FTSE may be required for a single project if the owner of the WWTP 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: Town of Maiden
b. WWTP Facility Permit #: NC0039594
All flows are in MGD
c. WWTP facility's permitted flow 1.0
d. Estimated obligated flow not yet tributary to the WWTP 0
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
.550MGD
.105MGD
.655MGD
65%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/A
N/A
N/A
N/A
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Maiden
Downstream Permit Number: NC0039594
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I VI,�� j �o(� \- 4 ,.vv5 certify to the best of 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 flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment endums for which I am the responsible party. Signature of this
form indicates ageeptance,o lyjs wastewater flow.
Signing Official 3'ignature
Page 2 of 6
-2o2=z;
Date
FTSE 04-16

RECEIVED/NCDEQ/DWI$
MAY 6 2022
WQIROS
MOORESVILLE REGIONAL OFFICE
Memo
To: Daniel Gates
From: Bryan Duckwortf�
Cc: Steve Bailey
Date: 4/11/22
Re: Villages of Maiden Utilities Statement
Below are a few details about the current infrastructure plans for the development named "The
Villages" within the service district of the Town of Maiden:
1. Water — Current infrastructure has capacity to service the proposed subdivision referred as
the Villages. A plans have been approved for the installation of looped water system.
Infrastructure adjacent to the development will support the submitted plans. Per the submitted
plans, the Town of Maiden will accept ownership of the installed utilities upon completion and
final certification of all lines.
2. Sewer — Sewer is currently available adjacent to the proposed property. Wastewater
treatment plant does currently have capacity. Plant is permitted for 1 million gallons per day and
currently treats about 550,000 gallons. The proposed subdivision would add an estimated
additional flow of 70000 gallons per day, upon complete build out, which would still be under the
allowed normal flow. Per the submitted plans, the Town of Maiden will accept ownership of the
installed utilities upon completion and final certification of all lines.
3. Electric — Delivery point on GKN Way has capacity to serve the sub -division on an existing
circuit. Power would be extended for the subdivision from GKN Way. As proposed Duke energy
will supply power to the southern part of the development while the Town of Maiden has
capacity to supply power to the northern part.

R. Joe Harris & Associates, Inc.
Engineering • Surveying • Planning • Management
May 4, 2022
Attn: NCDEQ
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
RECEIVED/NCDEQ/DWR
MAY - 6 2022
MOORESVILWQRS
LE REGIONAL OFFICE
Re: Villages of Maiden
RJH Project No.: 4683
To Whom it May Concern:
On behalf of BBC Maiden, LLC. we are submitting the following items for NCDEQ review and
approval:
1. 2 Copies (1 original & 1 copy) & 1 digital copy of the completed Fast Track Sewer
Application.
2. 2 Copies & 1 digital copy of the Flow Tracking for Sewer Extension Application
3. 1 Paper & 1 digital copy of the Site Plan Sheet.
4. Check (#8256) for the application fee in the amount of $480 made payable to NCDEQ.
5. 1 copy of project approval letter.
If you should have any questions or require additional information, please feel free to contact
me at [phone] or via email at [e-mail].
Sincerely,
R. JOE HAR & AgSO ES, INC.
Daniel Gates, P.E.
Project Manager
1186 Stonecrest Boulevard
Tega Cay, South Carolina 29708
P: 803-802-1799
W: www.rjoeharris.com