WQ0041210_Application_20190926

August 28, 2019
NCDWQ
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re: Skyland Drive Townhomes Sewer Extension
Town of Mt. Pleasant
To: Whom it may concern:
DENRIDWR
AUG\,2 9 2019
4
MQ©RESb'ILLE REGd . AL OFFICE:
SEP 26 2019
WQROS
MOORESVILLE REGIONAL OFFICE
Attached is a map showing the location of a proposed sewer system to serve Sk
Drive Townhomes. The sewer system within the development will be permited,
maintained and operated by the town of Mt. Pleasant and the developer.
land
The Town will provide the public gravity flow sewer system (shown in red) and the
portion of the force main located within Abbott Street (shown in red on the attached
map).
The developer/homeowners association will permit, operate, and maintain the private
gravity flow sewer system, the sanitary sewer pump station, and the portion of the force
main located on private property (shown in brown on the attached map).
The Town of Mt. Pleasant permit will include approximately 465.85LF of 8" SDR 35
PVC gravity flow sewer with 3 manholes, and approximately 195LF of 2" SDR 13.5
PVC force main.
The developer/Homeowner Association permit will include approximately 30LF of8"
SDR 35 gravity flow sewer with 1 manhole, the 24.8gpm duplex grinder pump sewer lift
station and approximately 199.5LF of 2" SDR 13.5 PVC force main.
Please find attached the follows items for both the Public and Private sewer pemits:
One original and one copy of the permit application and supporting data.
2. Application Fee —A check in the amount of $480.00.
3. The Fast Tract Application (FTA 04-16).
8590 Park Drive : PO Box 787 : Mount Pleasant, North Carolina 28124 : tel. [phone] : fax [phone]
Website: www.mtpleasantnc.org Email: town [e-mail]

4. The Flow Acceptance Form (FTSE 04-16) from WSACC
5. Site Map showing the location showing the project area.
Please contact me if you have any questions.
Sincerely,
1•►1
T. Randy Holloway
Town Administrator
Town of Mt. Pleasant

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
RECEIVEDINCDENR/DWR
Application Number: ill V / I �,/ 4. be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Mt. Pleasant (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Randy Holloway per 15A NCAC 02T .0106(b)
Title: Town Manaeer
4. Applicant's mailing address: PO Box 787
City: Mt. Pleasant State: NC Zip: 28124-
5. Applicant's contact information:
Phone number: [phone] Email Address: hollowayr(i ,mtpleasantnc.us
H. PROJECT INFORMATION:
SEP 26 2019
WQF?OS
MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Skvland Drive Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.24 °Longitude: -80. 26 °
5. Parcel ID (if applicable): 5660 - 95 - 4083
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Barry M. Fay License Number: 33046
Firm: American Engineering Associates - Southeast P.A.
Mailing address: 8008 Corporate Center Drive
City: Charlotte State: NC Zip: 28226-
Phone number: (704 375-2438 Email Address: bfayCcr�american-ea.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Wastewater Treatment Plant Permit Number: NCO036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00125
Owner Name(s): Town of Mt. Pleasant
FORM: FTA 04-16 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential 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
El Nursing Home
❑Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(201)
4 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
7. Summarize wastewater generated by project:
3 BR Townhomes
120 gal/day
16
5,760 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5,760 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 5,760 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
❑ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 465.85 SDR35 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: io s 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
2
192
SDR 13.5 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
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(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (p), 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 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. 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 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

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:
I, e fi-4 roi Ay � attest that this application for
fessiona Engineer's name from Application Item III.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, 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 143-215.613, 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 )^on.
K
North Carolina Professional Engineer's seal, signature, and date: AQ,� . • gg�O
33046
23PIQ
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, I R� 1�. a�`%�pw �� 1 w� 1'' M-Crl- attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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: g
FORM: FTA 04-16 Page 5 of 5

,WSACC
ISO 14001:20M • NO Star Public Sector • ONSAS 18001:2007
August 14, 2019
The Honorable W. Del Eudy, Mayor
Town of Mt. Pleasant
P. O. Box 787
Mt. Pleasant, NC 28124
Subject: Flow Acceptance Request — Town of Mt. Pleasant
Skyland Drive Townhomes
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www.wsacc.org
Dear Mayor Eudy:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the Town of Mt. Pleasant on August 8, 2019 and August 14, 2019. WSACC has or will
have capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to
transport and treat the domestic wastewater from the proposed project entitled Skyland Drive Townhomes, located
off Skyland Drive. The referenced project will serve 16 twnhomes with three bedrooms each, with a projected
wastewater flow of 5,760 gallons per day (gpd). WSACC previously provided a notice of capacity for this project
based on the August 8, 2019 submittal from the civil engineer for the project. WSACC is providing this letter to
acknowledge the correct name of the development (Skyland Drive Townhomes) following an updated submission
from the civil engineer for the project (received on August 14, 2019). As such, WSACC understands that the 5,760
gpd originally allocated is the total flow for the project, and that no additional flow is requested with the updated
sub-m—ift-Wh The wastawater generated by his projeGt will be renveyed through a proposed and existing system, and
then enter WSACC's system at the existing 15-inch Dutch Buffalo Creek Interceptor. WSACC acknowledges it has
or will have capacity for wastewater from the proposed development based on information provided by Alley,
Williams, Carmen, and King, Inc. (Civil Engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the future.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing bodies,
regulatory approval, and funding availability. The list and schedule of CIP projects are tentative and are revised
periodically to reflect changing conditions and needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify WSACC,
in writing, when construction of this project is initiated. This sewer capacity allocation may also be cancelled
pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to N.C.G.S.
§162A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. LRV—
t0
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Jeffery D. Moody, PE/Alley, Williams, Carmen, and King, Inc.
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
Division of Water Resourevs (FTSE-10/18)
(WSACC USE ONLY) Skyland Drive Townhomes
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility_'s permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 2.517
WWTP facility's actual avg. daily flow, MGD 20.07 (75.74% of permit)
Total flow for this specific request, MGD 0.006
Total actual and obligated flows to the facility, MGD 22.593
Percent of permitted flow used 85.26%
Section TT_ Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
Pump Station
Firm
(A)
Design Average
(B)
Approx. Current
(C)
Obligated, Not Yet
(D) _ (B+C)
Total Current Flow
(E)=(A-D)
(Name or
Permit No.
Capacity *
Daily Flow **
Average Daily
Tributary Daily
Plus Obligated Flow
Available
Number)
MGD
(Firm/pf)
Flow
Flow
MGD
Capacity***
MGD
MGD
MGD
MGD
Mt. Pleasant
WQCS00009
0.972
0.389
0.153
0.015
0.168
0.221
PS #1
Mt. Pleasant
WQCS00009
0.806
0.323
0.158
0.015
0.173
0.150
PS #2
RRRWWTP
NCO036269
55.440
22.176
11.945
0.504
12.449
9.727
MPS
* 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 Available
Capacity is < 0.
Section III. WSACC Certification Statement:
I, J. Thomas Hahn, PE, 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 from the connection to the WSACC interceptor 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 Section I and Section II plus all attached planning
assessment addendums for which 1 am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee. J.
CC's Signing Official Signature

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