WQ0042146_Application_20201209

K5T:VJ1J-- 100
November 30, 2020
N.C. DEQ
Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
RECERIFONCOE N RI'DWIR
D r C - 2 2020
WQROS
MOORESVILL.F RFG!ONAL OFFICF
Subject: Application for Approval of Engineering Plans and Specifications for Sanitary Sewer
Systems; NCDOT TIP Project: B-5813 over Buffalo Creek on NC 73 in Cabarrus
County (Bridge 132).
Dear Sir/Madam,
STV has completed the design of the above subjected project as part of NCDOT's Bridge
Replacement effort in Division 10 and attached please find the following documents:
1. Cover Letter
2. Application (FTA 04-16) -1 original, 1 copy
3. Application Fee $ 480.00
4. Flow Tracking for Sewer Extension Form (0 MGD added to system)
5. Site Map
6. Vicinity Map
7. Engineering Plans — 2 Copies
8. CD (2) — with pdf copies of submittal documents
401/404 permits have been applied for under this project in accordance with bridge construction.
Should you have any questions or need additional documents or information, please feel free to
contact me at [phone] or by email at andrew.vane(a),stvinc.com. Your help is greatly
appreciated!
Sincerely,
Andrew S. Vane, P.E.
Sr. Engineering Operations Manager
900 WEST TRADE STREET, SUITE 71S
PROVIDING QUALITY SERVICE SINCE 1912 I CHARLOTTE, NORTH CAROLINA 28202-1144
[phone] FAX. [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING %Q�iJMENTATION
( EI1JFD1NCDENR/QWR
Application Number-. ot 1' 1 (to be completed by DWR) DEC - 2 2020
All items must be completed or the application will be returned Iir1O0RE WQROS
SVILLE REGIONAL OFFICE
I. APPLICANT INFORMATION:
I. Applicant's name: Water and Sewer Authority of Cabarrus County (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: Chad VonCannon per 15A NCAC 021'.0106(b)
Title: Enaineering Director
4. Applicant's mailing address: 232 Davidson Highway
City: Concord State: North Carolina Zip: 28027-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Bridge 4132 Over Dutch Buffalo Creek on NC 73
2. Application/Project status: [j] Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOOT 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: 35,3962' Longitude:-80.4167'
5. Parcel ID (if applicable): 56707159060000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew S. Vane, P.E. License Number: 025221
Firm: STV Engineers, Inc.
Mailing address: 900 West Trade Street, Suite 715
City: Charlotte State: NC Zip: 28202-
Phone number: 704) 816-2547 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Re tg'onal Watewater Treatment Plant Permit Number: NCO036269
Owner Name: Water Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Water and Sewer Authority of Cabarrus County
FORM: FTA 04-16 Pagel 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 Flome/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 ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
> If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow n,b
No. of Units
Flow
No Wastewater Generated
0 gal/day
0
0 GPD
Infrastructure Only
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .01 14(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.01 14] 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 .01 14)
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
16" 152 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 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)(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 tinieframes, 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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (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(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 webpaae
➢ If noncompliance with 02T.0305(t) 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 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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 fi•om the 401 & Buffer Permitting Branch
5. Does project comply with I SA NCAC 02T.0 I 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I5A 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 streatnbanks 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 -Witte Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Mininnun Desieii Criteria liw the Permillint; of Pump Stations
and Force Mains (latest version): and the Ciravi y Sewer klininulm Design Criteria Miles[ vel-sion1 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:
Andrew S. Vane, PE
(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 pe�r�15A NCAC 02T .0106(b):
hR,/VIA4!!�n,ron
(Signature Authority's name & title from AppFication Item I.3.)
llb................
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 l 3-215,6_A and 143-215.0B, 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:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
aar�t't..iar)arn� Department of Environmental Quality
DWR f 7t C ` S 2020 Division of Water Resources
Flow Tracking for Sewer Extension Applications
Divislon, of Water Reslalurcg�,i��Sv►i t t REGIONAL ®FF1C!_ (FTSE—10/18)
(WSACC USE ONLY) B-5813 — Highway 73 Bridge Replacement
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 4.799
WWTP facility's actual avg. daily flow, MGD 19.911 (75.14% of permit)
Total flow for this specific request, MGD 0.000
Total actual and obligated flows to the facility, MGD 24.710
Percent of permitted flow used 93.25%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
A
B
C
Pump Station
Pump Station
Firm
Design Average
Approx. Current
Obligated, Not Yet
D= B+C
( ) ( )
(E)=(A-D)
(Name or
Permit No.
Capacity *
Daily Flow **
Average Daily
Tributary Daily
Total Current Flow
Plus a Oblig Flow
Available
Number)
MGD
(Finn/pf)
Flow
Flow
Capacity***
MGD
MGD
MGD
MGDD
MGD
RRRWWTP
NCO036269
55.440
22.176
10.116
0.657
10.773
11.403
MPS
* The Firm Capacity (design now) 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 (po 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, Chad VonCannon, 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 I am the responsible party. Signature of this form indicates WSACC's
guarantee of capaqy r this wastewater flow.
WSACC's Signing Official Signature Date

PROJECT SITE
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STV Engineers, Inc.
MST 109 900 West Trade St., Suite 715
Charlotte,
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" NC License Number
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BEGIN PROJECT
STD T 100 STV Engineers, Inc.
1 �/ 900 West Trade St, Suite 715
ppy Charlotte, NC 28202
NC License Number F-0991
END PROJECT C7-SIT,
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From:
Vane, Andrew S.^And/[e-mail]>
Sent:
Wednesday, December 09, 20204:08 PM
To:
Tuvia,DhA
Cc:
Von[annon'Chad; Hahn, Thomas; Lomax, Mark; Narayan'Abbey
Subject:
RE: [External] RE: Bridge #132 over Dutch creek additional information
Follow Up Flag:
Follow up .
Flag Status:
Flagged
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
H|Ori
Abandoning 137 LF of 16" sewer, installing 152LF 16" sewer. See below. Gettingthe MH out of the relocated roadway
and extending casing toprotect roadway aswell.
~Devv
ANDREVVS.VANE, PE
Senior Engineering Operations Manager
STv 1900 vv.nadesx. 5une7z5,Charlotte, mc282qz
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