WQ0042146_Regional Office Historical File Pre 2018

A
Division of WaterResources
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 DOgti MENTATION
Application Number:
to be completed by DWR)
DEC - 2 2020
WOROs
miio.RESV,ILLE RE010.
All items must be completed or th api1kstrnnbe returned
I. APPLICANT INFORMATION:
I. Applicant's name: Water and Sewer Authority of Cabarrus County (company, municipality, 1-10A, utility, etc.)
2. Applicant type: LI Individual El Corporation E) General Partnership
El Federal El State/County Municipal
3, Signature authority's name: Chad VoriCannon per 15A NC:At'" 02T „O 1061,LO
Title: Engineering Director
4. Applicant's mailing address: '232 Davidson Highway
City: Concord
State: North Carolina Zip: 28027-
5. Applicant's contact information:
Phone number: ('704) 786-1783 Ernail Address: [e-mail]
El Privately -Owned Public Utility
Other
IL PROJECT INFORMATION:
1, Project name: Bridge #1.32 Over Dutch Buffalo Creek on NC 73
2. Application/Project status: E Proposed (New Permit) LJ Existing PermitiProject
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit nutnber: WQOO
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees) Latitude: 35,3962Longitude; -80,4 Ict_il"
Parcel ID (if applicable): 56707159060090
(or Parcel ED to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew S. Vane, P.E,
Firm: STV En
Mailing address: 900 West Trade Street, Suite 7.15
City: Charlotte State: NC Zip: 28202-
Phone number: (704) 8.16-254-7 Email Address: Andrew,Yarle@stvinc•cortt
License Number: 025221
IN% WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Rocky River Regional Watewater Treatment Plant Permit Number: NC0036269
Owner Name: Water Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I.. Permit Number(s): WO Downstream (Receiving) Sewer Size: 12 inch
(.eak WQCS
Owner Name(s): Water and Sewer Authority of Cabarrus County
onEtcr,
FORM; ETA 04-16
Page I of 5

t
VL GENERAL REQUIREMENTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certificate of Pu,blic Convenience and Necessity been. attached?
LJ Yes. 0No EN/A.
2, If the Applicant is a Developer of lots to he 501d, has a De ve ,opor'$. (Ve ra ot.). A21:;:101c711,n(1E!„);n1L1:)LA,:) been attached?
0 Yes 0No N/A
3 If the Applicant is a 1101,1.1::Th,20S.rt,):,„O.Aqii:Aita,LAn„.1).1144,110)....reem OPAL1 /k.,), 'been ed?
0 Yes 0No N/A
4, Origin of wastewater: (check all that apply):
Residential Owned , Retail (stores, centers, malls)
Residential Leased E] Retail with food preparation/service,
School / preschool / day care 0 Medical / dental / veterinary facilities
Food and drink facilities Ej Church
Businesses / offices / factories LI Nursing Home
5. Nature of wastewater 100 % Domestic/Commercial Commercial
% Industrial (-Le 1 5:A oxr :o o:.?q,Du)
0 Car Wash
0 Hotel and/or Motels
Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
>Is there a Pretreatment Program in effect? 0 Yes D No
6, Has a flow reduction been approved under 15 AKAun011;41f)? 0 Yes No
lives, provide a copy of flow reduction approvallet.ter
7. Summarize wastewater generated by project:
blishment Type 12 1.0114 .11))
Daily Design Flowb
No Wastewater Generated 0 a day
Infrastructure Only gal/
gal/
a
gal/
No. of Units
0 GPD
GPD
0 GPD
See 15,A. :NC,AC 021' :01 I „4121,AdijsloiLand_LcILD for caveats to wastewater design flow rates, (i: 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
17,:
b Per 15A NCAC 02T ,01 .14(c), design flow rates for establishments not identified [in table 1,10N(1Mi02I0)1,14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured, da(a.
8, Wastewater generated by project: (1 GPD (per I5A.NCAC 0 / 1 ,0 14)
);.• Do not include future flows or previously perinitted allocations
If permitted flow is zero, indicate why:
0 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 tlow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY' SEVER DESIGN CRITERIA (If Applicable) - 02T 4)3055 & itil l!l' ((:A
1. Surnmarize gravity sewer to be permitted:
Size (ineltes) Length (feet)
16" 152
ial
DIP
• Section ,II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section 111 contains information related to minimum slopes for gravity sewer(s)
• Oversiz'ing lines to meet minimum slope requirement is not allowed and a vi+aP tion of the MDC
PUMP STATION DESIGN CRITERIA. (If Applicable) 02 ,0..30E & ,1IIDi;;° iptirrt (taport
COMPLETE FOR EACH PUMP STATION INCI UDEI) IN THIS PROTECT
1, Pump station number or name:
2a Approximate Coordinates (Dec al Degree s): Latitude: _° Longitude: -
3. Design flow of the pump station: ntilliuns gallons per day (firm capacity)
4, Operational point(s) of the puttap(s): gallons per minute at feet total dynamic head CDR)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
trgth (feet)
6, Power reliability in accordance with La;Au
LJ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02'T .0305(h)(1,)(P);
> 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 11ow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
0305(h)(1)(C)
or
Portable pua
with plugged emergency pump connectrd telemetry _ I5A NCAC 02T .0305(h)(.t)(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,
fTA©4-16
Page 3 of 5

X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02,T .0305(0):
1, Does the project comply with all separations found in 15.A NCAC o2T
A NCAC 02T.0305acontains minimum separations that shall be, provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical) 24 inches
ater mains (vertical -water over sewer including in benched trenches) 18 inches
ater mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells, WS-I waters of Class I or
lass II irnpounded reservoirs used as a so ee, of drinking
10 feet
18 inches
2 feet
100 f'eet
Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2:
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement:
Top slope of embankment or cuts of 2 feet or more vertical Neigh
Drainage systems and interceptor drains
10 feet
5
10 feet
Any swimming pools
Final earhradjr
v
10 feet
5 feet
10 feet
6 inches
• I 5A NC,A 0 1305w contains alternatives where separations in 0'rflAi05(t) cannot be achieved,
fr **Stream classifications can be identified using the Division's Nt'1Sitisfacc),,YatrQassitkatiorsis webp:tec
• If noncompliance with p:2:uyip:5ffi 9i,= see Section X of this application
2, Does the projectcomply with separation requirements for wetlands? (50 feet of separation) Yes
• 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 152\ 'Nt:d-\1:1)B,S)290'.! Yes 0 No
fr This would include Trout Buffered Streams per 13A NC AC 2. B 9202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
'fr Information can be obtained from the 401 & Buffer Permiiiing branch
Yes Ej No
No
N/A
5, Does project comply with 15A NCAC 024-,0105:j_0(f) (additional permits/certifications)? Z Yes No
Per 152?„Nc's(:Q7,1 ().(1)..s_of9,, 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 p(ans, stormwater management plans, etc.).
6.. Does this project include any sewer collection lines that are deemed "high -priority?"
Per "high -priority sewer' means "any aerial sewer, sewer contacting surface waters, siphon, or seer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Yes Z No [1N/A
'fr if yes, include an attachment with details for each line„ including type (aerial. line„ size, material, and location),
High piiority lines shall be inspected by the permittee or its, representative at least once every six-monthsand inspections.
documented per 15A NCAC 021%0403(05) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does thc submitted system comply with OA Ns:AIL (12:1, the Mifithitu -tii (4) Peiiiinitilik; tij pump .Sitaiitias
vOslettll and the li S,...Sok'vr minintii /esagii Cram ill viasj91)) as applicable?
Yes DNO
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 froni Applicati .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 nay knowledge. 1 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):
1, a4441/ VOA ©n c,4eer,
c_-62(----
(Signature Authority's natne & title from App 1 ation Item 13.)
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 and 141:?j&611, any person who 'knowingly makes any false
statement., representation, or certification in any application package shall he guilty of a Class 2 misdemeanor„ which may
includea tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Signature:
Date:
FORM. ETA 04-16 Page 5 of 5

Division of r Reso
wORUG
„ DRESVILLE RRGIONAL. OFFRCE
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE -10/18)
(WSACC USE ONLY) B-5813 — Highway 73 Bridge Replacement
Section 1, Name of wastewater treatment facility- (WWTF) receiving wastewater:
Rocky 'River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility Permit it NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary to the T , MGD
WWTP faci ,'s actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and .obligated flows to the facility, MGD
Percent of permitted flow used
26,500
4,799
19.911 (75.14% of permit)
0 000
24,710
93,25%
Section II. i'unip stations along the route from the Jurisdiction's connection point to the WWFP.
Pump Station
(Nome or
Number)
RI2RWWFP
MPS
Station
emit No.
Firm
Apocity
NIG
Design Average
Daily FlOW *
(Firm/pi:1
MGD
NC0036269 55.440 22A 76
(13)
A pprON CUrWh
.A.verage Daily
Flow
MGD
Obligated, Not Yet
Tributary Daily
Firm,
MGD
10116 1 0.657
(D)= di±ci
Total Current Flaw
Plus Obligated How
MGD
10 773
(E)R(A-D)
Available
Capita y*".
MG D
11.403
Firm Capacity (design flow) of any pump station is defined AS the maximum pumped flow that can be achieved with the largest pump tickers out of service.
"Design Avetuge Daity filmy is the firm capacity Of the MIMI) stlun divided by a peaking factor (jit) Irlt less than 2.5, per Section 2,021A gif Ho of the Minimum
Design Criteria,
"*A Pia ogling Assessment Addendum shall he attached for each pump station located between the project connection point and the iiIi‘irrP where Available
Capacity, is <0.
Section 111. WSACC Certification Statement:
1, Chad VonCannon. PE, certify to the best ditty 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 i.s not anticipated to cause any capacity related
sanitary sewer overflows or overburden any downstream pumpstation en route to the receiving treatment plant under
norrnalcircumstances, giventhe 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 1 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 capa'y this wastewater flow,
iii,10/ old
MCS"A CC 's Signing Official Signature
Date

TV Engineers,

VICINITY MAP
Mount
Pleasant
SCALE 1" = 2000'

Tuvia, Ori A
From: Vane, Andrew S. <[e-mail]>
Sent: Wednesday, December 09, 202,0 4:08 PM
To: Tuvia, Ori A
Cc: VonCannon, 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
Report SEarn.
HI Ori,
Abandoning 137 LF of 16" sewer, installing 152LF 16" sewer, See below, Getting the MH out of the relocated roadway
and extending casing to protect roadway as well.
Drew
Utf. 004,01.
Drew
ANDREW 5, VANE, PE
Senior' Engineering Operations Manage
STV 900 W. Trade St. Suite 715., Charlottes NC 28202
704.816..2547 Hmi) 704330,9555 I (fil 704.372,3393
dunes -qv ne,'..F.Vstvinc.co www.stvingicorn
RegiFter.eci 4 NC, NI. SC
STV

ge r
From: Tuvia, Ori A <ori,[e-mail]>
Sent: Wednesday, December 09, 2020 3:09 PM
To: Vane, Andrew S. <[e-mail]>
Cc: VonCannon, Chad <CVonCannon@wsaccorg>; Hahn, Thomas <[e-mail]>; Lomax, Mark
<[e-mail]>
Subject: RE: [External] RE: Bridge #132 over Dutch creek - additional information
"" °ria! is fro
Do you koo
ir? c rely,
ow many :feet of
ine
t diameter) are being decommis;
From: Vane, Andrew S. [mailto:Andrew,[e-mail]]
Sent: Wednesday, December 9, 2020 3;00 PM
To: Tuvia, Ori A <[e-mail]>
Cc: VonCannon, Chad <[e-mail]>; Hahn, Thomas <[e-mail]>; Lomax, Mark
<[e-mail]>
Subject: [External] RE: Bridge #132 over Dutch creek - additional information
CAUTION: External e
Hi Ori.
aif. Do not click links or open attachments unless you verify. Send alI suspicious email as an attachment to
Replacing the sewer in place and rerouting slightly to avoid a new NCDOT bridge end bent. The existing sewer was
previously permitted by WSACC and constructed some time ago. I don't think they have the original permit number of
this sewer.
Drew
ANDREW S, VANE, P(
Senior Engin erDg Opera -tic
SjV 9T0'W,T-n;eSt, Suite 15,Charlotte, NC
((19 704„3'
This e-mail address is being protected par„ hots. You need JavaScript enabled to view it
From: Tuvia, Ori A <ori.tuvia@ncdenr,gov>
Sent: Wednesday, December 09, 2020 2:41 PM
To: Vane, Andrew S. <[e-mail]>
Cc: VonCannon, Chad <[e-mail]>
Subject: Bridge #132 over Dutch creek - additional information
**This e-m f l k
2

0
November 30, 2020
N.C. DEQ
Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
-2
WCIRCS
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 1€0 and attached pleasefind 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)slvi.nccom. Your help is greatly
appreciated!
Sincerely,
Andrew S. Vane, P.E.
Sr. Engineering Operations Manager
P00)V1D1N�6 O ALJ'rs SERVICE. 51
900 WEST' TRADE sTNE.E T. SLf+'E 715
CHARLOTTE. NORTH ICARL,ONA:91C:-1P44
_790'r 371-Iti83 FT,!,K.'. ,3f 372-3393