WQ0043177_Application_20220516

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
RECEIVED/NCDEQ/DWR
Application Number: WO 00 (13/ (to be completed by DWR) Q�22
All items must be completed or the application will be returned WOROS —45
MOORESVILLE REGIONAL OFFIC
I. APPLICANT INFORMATION:
1. Applicant's name: Novi Lofts, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Peter Flotz per 15A NCAC 02T .0106(b)
Title: Applicant's Representative
4. Applicant's mailing address: 2420 E. Sunrise Blvd.
City: Ft. Lauderdale State: FL Zip: 33304-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Novi Lofts
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: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.41° Longitude:-80.58°
5. Parcel ID (if applicable): 5529-84-2776 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kate Underwood, PE License Number: 033470
Firm: CESI
Mailing address: PO Box 268
City: Concord State: NC Zip: 28026-0268
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Wastewater Treatment Facility Permit Number: NC0036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00326
Owner Name(s): City of Concord
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)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
® Retail (stores, centers, malls)
® Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(201)
If Industrial, is 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 with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a.b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 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: 0 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): A private sewer lateral relocation currently serving existing service connections with zero flow increase.
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
6"
116
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.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
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> If noncompliance with 02T.0305(f) or (a), see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N/A
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® 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 permitee 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

DocuSign Envelope ID: BC561294-5E52-4102-8793-CE63A630A27D
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:
I, Catherine Wolf Underwood, PhD, PE , attest that this application for Novi Lofts
(Professional Engineer's name from Application Item III.1.) (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)
otrn•irt
North Carolina Professional Engineer's seal, signature, and date: .•%
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Peter Flotz
, attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
Novi Lofts
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.
DocuSigned by:
Signature: Prfie e3
Date:
2/8/2022
45C8D88E99094D4...
FORM: FTA 06-21 Page 5 of 5

WSACC
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
cd
May 10, 2022
Subject: Flow Acceptance Request — City of Concord
Novi Lofts (Confirmation)
Dear Mr, Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704.786,1783 • 704.795.1564 Fax
www.wsaccorg
As recently requested by City of Concord staff, this is confirmation of a notice of capacity for the flow
acceptance request received by the Water and Sewer Authority of Cabarrus County (WSACC) from the City of
Concord on June 21, 2021. WSACC has or will have capacity at the Rocky River Regional Wastewater
Treatment Plant and appropriate sewer interceptors to transport and treat the domestic and commercial
wastewater from the proposed project entitled Novi Lofts, located off Union Street. The referenced project will
serve a mixed use development with 89 two -bedroom apartments, offices with 10 employees, and a restaurant
with 110 seats, with an updated projected wastewater flow of 18,890 gallons per day (gpd). The wastewater
generated by this project will be conveyed through a proposed and existing gravity system and then enter
WSACC's system at the existing 48-inch Irish Buffalo Creek Interceptor. WSACC acknowledges it has or will
have capacity for wastewater from the proposed development based on information provided by CESI (Civil
Engineer for the project) and City of Concord using North Carolina Department of Environmental Quality
(NCDEQ) wastewater flow guidelines.
If construction of this project does not commence within two (2) years of the date of the original notice (July
21, 2021), 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], extepsi,on 214.
Sincerel
Michael Wilson
Executive Director
cc: Sherri Moore/Concord
Catherine W. Underwood, PE/CESI
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

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
Application Number: i1I C (\'( it5I / 7o be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Novi Lofts, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Peter Flotz per 15A NCAC 02T .0106(b)
Title: Applicant's Representative
4. Applicant's mailing address: 2420 E. Sunrise Blvd.
City: Ft. Lauderdale State: FL Zip: 33304-
5. Applicant's contact information:
Phone number: [phone] Email Address: pflotzAlmgroup.us
II. PROJECT INFORMATION:
1.
Project name: Novi Lofts
2. Application/Project status:
SEC
D/NCWR
WO
MOORES 1LLE R
9 2 fin?
ZONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
RECEIVED/NCDEQ/DWR
APRr-'t {�
WOROS
MOORESVILLE REGIONAL OFFICE
® 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: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.41° Longitude: -80.58°
5. Parcel ID (if applicable): 5529-84-2776 (or Parcel 1D to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kate Underwood, PE
Firm: CESI
Mailing address: PO Box 268
City: Concord State: NC
Phone number: [phone]
License Number: 033470
Zip:28026-0268
Email Address: kateunderwood(a,cesicgs.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Wastewater Treatment Facility Permit Number: NC0036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity 0 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): City of Concord
FORM: FTA 06-21
Page 1 of 5

RECE ED/NCDEQ/DWR
FEB
MOORESVI L
CES$
Civil -Geotechnical - Surveying
Re: Novi Lofts
Private Sanitary Sewer Extension
CESI Job No. 200453.000
RECE WED/NCDEQ/D
FEB c ALL
L OFFICE WQROS
MOORESVILLE REGIONAL OFFICE
RECEIVED/NCDEQ/DWR
APR 1 4 2022
WQROS
tVOORESVILLE REGIONAL OFFICE
This submittal is for a proposed private sanitary sewer extension to re-route the
existing sanitary sewer service for the property adjacent to the Novi Lofts project. The
existing sewer service currently passes through the Novi Lofts property, which is currently
proposed to be developed. Therefore, this existing sewer service is proposed to be re-
routed to remain on the adjacent property (for which is serves) so that it no longer
encroaches on the Novi Lofts property. There is no proposed sanitary sewer flow associated
with this project, this is a re-routing of the existing service only.
In support of this submittal are the following items are included:
1. Cover letter with narrative description
2. Application fee in the amount of $480.00 made out to NCDEQ
3. Two (2) Signed and Sealed Private Sewer Extension Permit Applications with secure
digital signatures.
4. One (1) Nc Secretary of State Report
5. One (1) USGS Quad Map with Project Location
6. One (1) Aerial Map with Project Location
7. One (1) set of Signed and Sealed Plans @ 30" x 42"
8.
Please contact me with any questions,
CES$
Civil - Geotechnical - Surveying
awc,
Alex McGinnis, El
Engineering Intern
CESI
Civil-Geotechnical-Surveying
PO Box 268
Concord, NC, 28026-0268
p. 704.791.8939
m. 704.677.9637
Page 1 of 1

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