WQ0042326_Application (FTSE)_20210216

TRANSMITTAL
URBAN
DESIGN
PARTNERS
To: Debbie Luckman Date:
Mooresville Regional Office
Water Quality Section
610 East Center Ave Ste 301
Mooresville, NC 28115
Phone: [phone] Project Name: 1454 Sardis Townes
Fax: Project No: 20-CLT-037
1213 w morehead street, suite 450 P 704.334.3303
charlotte, nc 28208 urbandesignpartners.com
RECEIVED/NCDEO/DWR
FEB 1 6 2021
WOROS
MOORESVILLE REGIONAL OFFICE
2/12/2021
Transmitted Via: Action:
❑
Overnight
Courier
Hand
Mail
Fax
❑ For Approval
® For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
Number
Date
Description
1
Check for $480
1
Cover Letter
Comments
Let me know if you need anything else.
Darvin Wilson
[e-mail]
Cc:

RECEIVED/NCDEQ/DWR
FEB 1 6 2021
WQROS
MOORESVILLE REGIONAL OFFICE
1454 Sardis Townes
Fast Track Application Cover Letter
UDP PROJECT NO: 20-CLT-037
Applicant
Kinger Homes, LLC
Dhanesh Kumar
215 N. Pine Street, Unit 2011
Charlotte, NC 28202
[phone]
Project Location
1454 Sardis Rd. N, Charlotte, NC 28270
Engineer
Urban Design Partners
Brian D. Smith, P.E.
1213 W. Morehead St., Suite 450
Charlotte, NC 28208
[phone]
[phone] (fax)
Project Description
Kinger Homes, LLC is constructing 2 buildings (13 townhomes) for multi -family
residential use on the 0.87 acre site. The buildings will be served by a private
sanitary sewer and water main. The private sewer and water lines connect to existing
water and sewer mains along Sardis Road North. The private sanitary sewer project
requested flow acceptance through Charlotte Water for the 13 townhomes in the
amount of 2,470 gallons per day and was accepted.
This project includes the installation of 17 LF of 2-inch PVC private domestic water
from the meter to the backflow. An additional 66 LF of 2-inch domestic water line and
59 LF of 6-inch fire line will be installed to provide service to the buildings for
sprinkler systems.
The project also includes the installation of 208 LF of 8" PVC sanitary sewer line.
See the attached utility plan for reference.

1213 w morehead street, suite 450 P 704.334.3303
charlotte, nc 28208 urbandesignpartners.com
URBAN
TRANSMITTAL DESIGN
PARTNERS
To: Barry Love - NCDEQ Date:
Mooresville Regional Office
Water Quality Section
610 East Center Ave, Ste 301
Mooresville, NC 28115
Phone: [phone] Project Name: 1454 Sardis Townes
Fax:
RECEIVD/NCDEQ/DWR
JAN\IN7021
1 /26/2(��� WQROS
lY1VORESVILLE REGIO L OFFICE
Project No: 20-CLT-037
Transmitted Via:
❑ Overnight
❑ Courier
❑ Hand
❑ Mail
❑ Fax
Action:
For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
RECEIVED/NCDEQ/DWR
FEB 16 2021
WQROS
MOORESVILLE REGIONAL OFFICE
Number
Date
Description
1
01.26.2021
Cover Letter
2
01.26.2021
Fast Track Applications (1 original and 1 copy)
1
01.26.2021
CLT Water FA Letter and FTSE Letter
1
01.26.2021
Water Calculations Report
1
01.26.2021
Site Map
1
01.26.2021
Street Level Map
1
01.26.2021
Topo Map
2
01.26.2021
Full Size Private Sewer Utility Plan
Comments
Please let me know if you have any questions
Darvin Wilson
Cc:

1454 Sardis Townes
Fast Track Application Cover Letter
UDP PROJECT NO: 20-CLT-037
Applicant
Kinger Homes, LLC
Dhanesh Kumar
215 N. Pine Street, Unit 2011
Charlotte, NC 28202
[phone]
Project Location
1454 Sardis Rd. N, Charlotte, NC 28270
Engineer
Urban Design Partners
Brian D. Smith, P.E.
1213 W. Morehead St., Suite 450
Charlotte, NC 28208
[phone]
[phone] (fax)
Project Description
Kinger Homes, LLC is constructing 2 buildings (13 townhomes) for multi -family
residential use on the 0.87 acre site. The buildings will be served by a private
sanitary sewer and water main. The private sewer and water lines connect to existing
water and sewer mains along Sardis Road North. The private sanitary sewer project
requested flow acceptance through Charlotte Water for the 13 townhomes in the
amount of 2,470 gallons per day and was accepted.
This project includes the installation of 17 LF of 2-inch PVC private domestic water
from the meter to the backflow. An additional 66 LF of 2-inch domestic water line and
59 LF of 6-inch fire line will be installed to provide service to the buildings for
sprinkler systems.
The project also includes the installation of 208 LF of 8" PVC sanitary sewer line.
See the attached utility plan for reference.

uuuu..`iyl l CI IvelupC I0. JUL/0.0CJ / -L,or / -'+o r-,- / r-/ ru I I uMUOC4,-
Division of Water Resources
RECEIVED/NCDEQ/DWR
. ICAI' .0300 -
WORns
ItbVILLE REGIONAL OFFI
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
(Ua4677kbe completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Kinger Homes, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ® Corporation
❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Dhanesh Kumar per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 215 N. Pine Street, Unit 2011
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION:
1. Project name: 1454 Sardis Townes
2. Application/Project status: ® Proposed (New Permit)
If a modification, provide the existing permit number: WQ00
RE • IVED/NCDEQ/DWR
WQRO
MOORESVILLE REGIO L OFFICE
❑ Privately -Owned Public U'lity
R rVFO
❑ Other
-E3182021
M©ORESVILWOROS
LE REGIONAL 0
❑ Existing Permit/Project
and issued date:
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: 35.1384' Longitude: -80.7408'
5. Parcel ID (if applicable): 213-221-05
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Smith License Number: 049245
Firm: Urban Design Partners
Mailing address: 1213 W. Morehead St, Suite 450
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Keri Cantrell
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size:
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
inch
FORM: FTA 04-16 Page 1 of 5

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VI. GENERAL REQUIREMENTS
I. 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential 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 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>ls there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Single Family Townhome Residential
190 gal/day/unit
13
2,470 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,470 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 .01 14(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: 2,470 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

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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
208
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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s):
gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(11:
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

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IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 1 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)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 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
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I5A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per ISA NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

LJUUU.D- IJ. I 1 CI I VCIUi)C IIJ. ru I I U.'IUDO9./'1
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, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Brian Smith
1,
(Professional Engineer's name from Application Item 111.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the 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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Dhanesh Kumar
I,
(Signature Authority's name & title from Application Item I.3.)
attest that this application for
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:
r—DocuSigned by:
Wal tA,s(t, v-uwtaY
`— E464939456994C7...
Date:
1/25/2021
FORM: FTA 04-16 Page 5 of 5

CHARLOTTE
August 25, 2020
Mr. Darvin Wilson
Urban Design Partners
1318 — E6 Central Avenue
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
1454 SARDIS TOWNES
1454 SARDIS ROAD N., CHARLOTTE, NC 28270
CLTWATER TRACKING# 20204292
RECEIVED/NCOECV i
JAN ' 7 'O21
MOOPESVILWROS
LE REG ONAL OFFICE
After analysis of the sanitary sewer associated with the proposed project, 20204292, 1454 SARDIS
TOWNES, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 2,470 gallons per day (13 units x 190 gpd/unit) at the connection point(s) indicated on the
submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES
permit number NC0024970, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see attached NCDEQ-FTSE
form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two (2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance request must be made.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
wi,U, .rww- Awzo-Ca,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Kt» Operated by the City of Charlotte

RECEIVED/NCDEQ/DWR
JAN 2 7 2021
WOROS
MOORESVILLE REGIONAL OFFICE
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Urban Design Partners
Project Name for which flow is being requested: 1454 Sardis Townes
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 10.273
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
73.817
0.00247
84.090
84.9%
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pf),
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
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 < 0.
Downstream Facility Name (Sewer): Sardis Road North
Downstream Permit Number: 196-550
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
8/25/2020
Date
Page 2 of 6
FTSE 10-18

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Date Printed: 1/20/2021 9:26:17 AM

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RECEIVED/NC?EQ!DWR
JAN ' 'I 2U21
WATER CALCULATIONS WORDS
MOORESVILLE REGIONAL OFFICE
FOR
ARMS I •WN
1454 Sardis Road North, Charlotte, North Carolina 28270
Kinger Homes, LLC
215 N. Pine Street, Unit 2011
Charlotte, NC 28202
Date: 11 /11 /2020
Revised:
1318 Central Avenue, Suite E6
Charlotte, NC 28205
NCBELS Firm #: P-0418
SC COA #: C-03044
Project No: 20-CLT-037
Calculations By: DJW

1454 Sardis Townes WATER CALCS
UDP PROJECT No: 20-CLT-037
PROJECT LOCATION
1454 Sardis Rd. N, Charlotte, NC 28270
PROJECT DESCRIPTION
Kinger Homes, LLC is constructing 2 buildings (13 townhomes) for multi -family
residential use on the 0.87 acre site. The buildings will be served by a private sanitary
sewer and water main. The private sewer and water lines connect to existing water and
sewer mains along Sardis Road North.
This project includes the installation of 17 LF of 2-inch PVC private domestic water from
the meter to the backflow. An additional 66 LF of 2-inch domestic water line and 59 LF
of 6-inch fire line will be installed to provide service to the buildings for sprinkler
systems.
The following water model calculations were performed by placing the fire flow plus
peak demand at the furthest building to verify that the minimum pressure of 20 psi
throughout the water distribution system was achieved.

Water Layout

PEA,l D M, ND WITH 1 E L W
NODES.ti
Head
Pressure
Elevation
Base Demand
Node ID
ft
GPM
ft
psi
Junc 3
680.00
0.00
847.80
72.71
Junc 4
681.08
0.00
845.16
71.10
Junc 5
688.85
0.00
845.10
67.70
Junc 6
688.85
0.00
842.74
66.68
Junc BLDG2-6
689.33
1000.00
840.91
65.68
Junc BLDG2-2
689.33
2.63
845.09
67.49
Junc BLDG1-2
689.33
1.65
845.10
67.49
Junc BLDG1-6
689.33
0.00
842.74
66.47
Junc 2
678.00
0.00
849.31
74.23
Resvr 1
680.50
#N/A
680.50
0.00
j
PIA � DWITHFi
_ K
Unit Headloss
Friction Factor
Flow `
Velocity
Link ID
GPM
fps
ft/Kft
Pipe 2
803.42
9.12
57.35
0.022
Pipe 3
3.42
0.35
0.49
0.043
Pipe 4
1.32
0.13
0.09
0.051
Pipe 5
800.00
9.08
56.90
0.022
Pipe 6
0.00
0.00
0.00
0.000
Pipe 7
800.00
9.08
56.90
0.022
Pipe 8
2.10
0.21
0.20
0.046
Pipe 9
803.42
5.13
14.12
0.023
Pump 1
803.42
0.00
-168.81
0.000

Hydrant Number: 104403
Station:
Station 29
Charlotte Fire Department
Fire Hydrant Flow Request Form
500 Dalton Avenue Charlotte, NC 28206 [phone]
Hydrant Mfg.: AM DARLG
Shift: C
Address: 1300 SARDIS RD NO
(Confirm numeric address is on correct side of street)
-80.7423087 Map Y: 35.13849505
Map X:
Type/Owner: PUBLIC
Flow Test Data:
Date Tested: 08/19/2020 07:30:00
Main Size: 8
Street Gate Value:
Coefficient Static psi Res. PSI Flow PSI 2 1/2" Flow GPM Flow @ 20Res Flow @ ORes
9 120 60 36 1006.74 1326.53 1463.77
48hr High 48hr Low 48hr Average
134 98 118
Test Remarks
Project Name: 1454 Sardis Rd N
Project Address: 1454 Sardis Rd N, Charlotte Nc 28270
Company Requesting: Urban Design Partners
Company Address: 1318 E-6 central Ave, Charlotte NC 28205
Name of Contact: Darvin Wilson
Telephone Number: 704-334-3303
Cell Number:
Email: [e-mail]
Purpose Of Test: Single Hydrant Fire Flow/ 48Hrs
Tested By: George Lutz
Test Time: 07:15
HydrantPublicRelease Page 1 of 1 Created @ 8/19/2020 2:22:46 PM