WQ0043217_Application (FTSE)_20220316

DESIGN
RESOURCE
ROUP FEB 12:Jc2
February 21, 2022
NCDEQ — Division of Water Resources
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
RECEIVED/NCDEQ/DWR
WOROS
MOORESVILLE REGIONAL OFFICE
RE: Private Collection System Serving Cypress at Huntersville
per 15A NCAC 02T .0300 - Fast -Track Application Sewer System Extension Application
Dear Sir/Madam:
Enclosed, please find the completed Fast Track Sewer System Extension Application for the
onsite, private sanitary sewer collection system serving the proposed Cypress at Huntersville
project located along Old Statesville Road in the Town of Huntersville, North Carolina.
This application includes design and permitting for one (1) onsite private sanitary sewer lift
station and approximately 375 linear feet of 3" forcemain. Enclosed with this submission is the
following supporting documentation:
• Fast Track Application, Form FTA 04-16 (Original)
• Fast Track Application, Form FTA 04-16 (Copy)
• Fast Track Application Fee ($480, Payable to NCDEQ)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Hydromatic Submersible Grinder Pump Info: Models HPGF(X)/HPGFH(X)
• Electrocities — Letter of Electric Service Availability and Reliability
• USGS Topographic Map
• Street Level Map
If any additional information is needed to process this request, please do not hesitate to contact
me at 704.343.0608,x318
Sinceroy,
Design' F e
Matt iev L. Mobley, P
Senior Principal
2459 Wilkinson Boulevard, Suite 200
Charlotte, NC 28208
, PA
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704.343.0608

on 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: ' C .,:�. ,(i_ i 7 (to be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
I . Applicant's name: FC HUNTERSVILLE, LLC (company, municipality, HOA, utility, etc.)
liEetIVED/NCDEQ/DWR
WQROS
MOORESVILLE REGIONAL OFFICE
2. Applicant type: ❑ Individual ►1 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal 0 Other
3. Signature authority's name: KEVIN WOODLEY per 15A NCAC 02T .0106(b)
Title: VICE PRESIDENT
4. Applicant's mailing address: 7315 WISCONSIN AVE
City: BETHESDA State: MD Zip: 20814 -
5. Applicant's contact information:
Phone number: [phone] Email Address: KWOODLEY cr,BUVERMO.COM
II. PROJECT INFORMATION:
1. Project name: CYPRESS AT HUN fbRSVILLE
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: MECKLENBURG
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4018' Longitude: -80.8398°
5. ParcelID(if applicable): 017-072-06 & 017-072-46 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: MATTHEW L. MOBLEY, PE License Number: 034267
Firm: DESIGN RESOURCE GROUP, PA
Mailing address: 2459 WILKINSON BLVD, SUITE 200
City: CHARLOT IL State: NC Zip: 28208 -
Phone number: [phone] x318 Email Address: matthew a,drgrp.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McDOWELL CREEK W W TP Permit Number: NC 0036277
Owner Name: CHARLOTTE WATER
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
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 Convei
❑ Yes ❑ No // N/A
ence and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ►1 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):
D Residential (individually Owned)
® Residential (Leased)
❑ School / preschool / day care
® Food and drink facilities
❑ Businesses / offices / factories
0 Retail (stores, centers, malls)
0 Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
Z Nursing Home
0 Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
0 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 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ® 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'''
No. of Units
Flow
SENIOR HOUSING/ASSISTED LIVING
135 gal/unit
129
17,415 GPD
EMPLOYEES
25 gal/employee
6
150 GPD
FACILITIES
325 gal/fixture
4
1,300 GPD
DINING HALL
30 gal/seat
96
2,880 GPD
gal/
GPD
gal/
GPD
Total
21,745 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(I) 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.
Wastewater generated by project: 21,745 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 tiweframe for permitting upstream sewers with flow.
0 Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
0 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
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section I11 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 SEPARA 1'E COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 01
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.4018° Longitude: -80.8398°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0217 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): 69 gallons per minute (GPM) at 21.5 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
375
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
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):
Z 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 timef►•ames, 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) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
ED Yes ❑No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water ►rains (vertical- water over sewer preferred, including in benched trenches)
18 inches
ZWater 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-1 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-1 or WS-V), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item 1X.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(a) 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? C:/ 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?
➢ 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.
❑ Yes ❑ No ® N/A
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: El No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes 0 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:
1, MATTHEW L. MOBLEY, PE , attest that this application for CYPRESS AT HUNTERSVILLE
(Professional Engineer's name from Application Item IIL 1.) (Project Name from Application Item in)
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. 1 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 desigi riferia; may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC C 56.070
North Carolina Professional Engineer's seal, signature, and date:
SEP
ri 034267
GINS•
';
4i111,vio'
Applicant's Certification per 1 5A NCAC 02T .0106(b):
KEVIN WOODLEY , attest that this application for CYPRESS AT HUNTERSVILLE
(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:
FORM: FTA 06-21
Date: 1 t .�
Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Buvermo Investments, Inc
Project Name for which flow is being requested: Cypress At Huntersville (Residential)
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: McDowell Creek WWTP
b. WWTP Facility Permit #: NC0036277
All flows are in MGD
c. WWTP facility's permitted flow 12.0
d. Estimated obligated flow not yet tributary to the WWTP 0.422
e. WWTP facility's actual avg. flow 5.033
f. Total flow for this specific request 0.02296
g. Total actual and obligated flows to the facility 5.455
h. Percent of permitted flow used 45.5%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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 < O.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell 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
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

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HPGFX/HPGFHX
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Pump / Motor Unit
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Submersible -Grinder
Pump / Motor Unit
Submersible -Grinder
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Phase
1 0 3 0
Phase
1 0 3 0
Horsepower
3 15 3 ; 5
, 7.5
Horsepower
3 15 13 5
7.5
200V FLA
19.6 : N/A 110.9 117.6
29
125.2
208V FLA
N/A N/A 10.9 17.6
29
230V FLA
17.1 129.5 19.5 115.3
230V FLA
17.1 129.5 9.5 j 15.3
25.2
460V FLA
N/A N/A 14.8 17.6
12.6
1-10.1
460V FLA
N/A N/A 14.8 17.6
' 12.6
575V FLA
N/A N/A 13.8 16.1
575V FLA
N/A ;N/A 13.8 16.1
H0.1
Motor Type
Oil -Cooled Induction 1 O4-Cooled
Capacitor Start Induction
Motor Type
Oil -Cooled Induction Oit-Cooled Induction
Capacitor Start
RPM
1750
RPM
1750
Temperature
140°F Ambient
Temperature
140°F Ambient
Operation
Intermittent
Operation
Intermittent
Hertz
60 Hz
Hertz
60 Hz
Thermal Overload
Bimetallic
Thermal Overload
Bimetallic
Temperature
Maximum Water 140°F
Temperature
Maximum Water 140°F
NEMA Design
Type B (3 0) ;Type L (1 0)
NEMA Design
Type B (3 0) ;Type L (1 0)
Insulation
Class F
Insulation
Class F
Discharge Size
2" NPT
Discharge Size
2" NPT - 3" 125 lb. Flange (Horizontal)
Unit Weight
245 lbs.
Unit Weight
245 lbs.
Power Cord
SOOW, W
Power Cord
SOOW, W
Control Cord
SOOW
Control Cord
SOOW
GFIHPGF1 Materials of Corstruc-ti
Coolant/Lubrican
Shaft
Mechanical Shaft Seat
Lower Bear
Fasteners
3
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3
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Dielectric Oil
Stainless Steel
Seal Faces: Carbon / Ceramic, Seat Body:
Stainless Steel, Spring: Stainless Steel,
Bellows: Buna-N
(Thrust) Single Row -Ball
Stainless Steel
Dime
Top View -
Vertical Discharge Standard
15 15/16"
(104.811
lata
2" NPT (50.8)
DISCHARGE
6-17/3
1165.8--1
21-7/8
1555.621
2" NPT (50.81
DISCHARGE
3-1/2' (88.91
7-1/4"
(184.15)
)
7-1/4"
(184.151
- 8-1/8" -'- 7-1/4"
(206.381 (184.151
2" NPT (50.8)
DISCHARGE
atofili of FA ins RRN
Motor Housing Cast Iron ASTM-48
Pump Casing Cast Iron ASTM-48
Coolant / Lubricant Dielectric Oil
Shaft Stainless Steel
Mechanical Shaft
Seal
Seal Faces: Carbon / Ceramic, Seal Body:
Stainless Steel, Spring: Stainless Steel, Bellows:
Buna-N
Impeller Semiopen 5-Vane Brass
Cutters 440C Hardened 55-60 Rockwell C
Upper Bearing (Radial) Single Row -Batt
Lower Bearing (Thrust) Single Row -Ball
Fasteners Stainless Steel
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3
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8-5/16"
10-13/16"
2" NPT
DISCHARGE i
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A. Iwo Barrier Seal
-eatu res
One epoxy barrier and one compression fitting for
maximum protection against wicking and water seepage
into the motor housing.
B. Bearings
The heap;' -duty ball bearings, upper (radial) and lower (thrust),
are continuously lubricated by oil to ensure long service life.
C.
Votor
Electrical design combines the advantages of high torque
output with optimum running efficiency engineered specifically
for grinder operation.
D. Stator Bolts
The stator is secured to the motor housing by means of stator
bolts which ensure ease of maintenance if the need ever arises.
E. S
1aft
Standard stainless steel shaft in grinder pump.
F. Dual Seals
Dual seals for maximum moisture protection.
G. voisture .'robe
Moisture detection probe.
A
Horizontal H. .,tters
discharge Exclusive "Dual Cutter" design cuts solids to smallest particle
available size thereby greatly reducing clogging, roping, or binding.
(HPGFH)
1. mpeller
Engineered nonmetallic semiopen impeller molded to a bronze
insert for greatest torque driving capabilities. Impeller made of
high strength Valox` which provides highest level of corrosion
resistance and maximum toughness from impact for a wide
variety of slurry pumpage. Pump -out vanes preclude material
buildup around shaft and seal.
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A. Tiree Barrier Seal
D
One epoxy barrier, one compression fitting and two
additional 0-rings for maximum protection against
wicking and water seepage into the motor housing.
B. Bearings
The heavy-duty ball bearings, upper (radial)
and lower (thrust), are continuously lubricated by
oil to ensure long service life.
C.
v
otor
Electrical design combines the advantages of
high torque output with optimum running efficiency
engineered specifically for grinder operation.
u
D. Stator Bolts
The stator is secured to the motor housing by means
of stator bolts which ensure ease of maintenance if the
need ever arises.
E.
1aft
Standard stainless steel shaft in grinder pump.
F. �ual Seals
Dual seals for maximum moisture protection.
G. Two 1oisture Probes
Moisture detection probe located in seal chamber.
H. .,utters
Exclusive "Dual Cutter" design cuts solids to smallest
particle size thereby greatly reducing clogging, roping,
or binding.
speller
Multivane, semiopen impeller.
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PENTAIR
740 EAST 9TH STREET, 269 TRILLIUM DRIVE, KITCHENER,
ASHLAND, OHIO 44805 ONTARIO, CANADA N2G 4`N5
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ELECTRI ITI
of NORTH CAROLINA, INC.
Letter of electric service availability and reliability.
Town of Huntersville, Huntersville NC
To: Nick Sparaco
Buvermo Investments, Inc.
I have field checked your requested site at 13409 S. Old Statesville Rd. Huntersville NC 28078. I have
verified that this in our electric service area and ElectriCities of NC being the managing representative for
the Town of Huntersville will serve this site with electric power.
The Town of Huntersville Power has not intentionally conducted any power outages of 3 hours or
more in the last year.
The non -intentional outage thus far is in a range that is accepted as reliable.
Thank you...call me directly if you wish to discuss.
4/20/2021
Stuart D. Britt
Sr. Field Engineer
Huntersville/Cornelius/Pineville Division
ElectriCities of North Carolina, Inc.
11316 Sam Furr Rd., Huntersville NC
(704) 659 — 2171

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North Carolina Secretary of State Search Results Page 1 of 2
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Business Corporation
Legal Name
FC HUNTERSVILLE, INC.
Information
Sosld: 0402276
Status: Admin. Dissolved 0
Date Formed: 7/24/1996
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
Registered Agent: Corporation Service Company
Addresses
Reg Office Reg Mailing Mailing
327 Hillsborough Street 327 Hillsborough Street 50 Public Square, Suite 1360
Raleigh, NC 27603-1725 Raleigh, NC 27603-1725 Cleveland, OH 44113-2233
Principal Office
50 Public Square, Suite 1360
Cleveland, OH 44113-2233
Officers
Vice President Treasurer Secretary
James W. Finnerty Linda M. Kane Geralyn M. Presti
50 Public Square, Suite 1410 50 Public Square, Suite 1400 50 Public Square, Suite 1360
Cleveland OH 44113 Cleveland OH 44113 Cleveland OH 44113
https://www.sosnc.gov/online_services/search/Business_Registration_Results 2/22/2022

North Carolina Secretary of State Search Results Page 2 of 2
President
Mark A. Ternes
50 Public Square, Suite 1100
Cleveland OH 44113
Stock
Class: COMMON
Shares: 500
No Par Value: Yes
https://www.sosnc.gov/online_services/search/Business_Registration_Results 2/22/2022