WQ0041047_Application (FTSE)_20190729

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July 23, 2019
NCDEQ — Water Quality Section
Mooresville Regional Office
Attn: Britt Setzer
610 E. Center Avenue
Mooresville, NC 28115
IZeE Falls Cove at Lake Norman — Troutman, NC
Phases 5,6, and 7 Fast Track Sewer Submittal
Dear Britt,
924 Main Street - Suite 200
North Wilkesboro, NC 28659
[phone]
Firm #13-0205
RECEIVED/NCDENRlDWR
JUL 242nq
WQROS
MOORE5VILLE REGIONAL OFFICE
Please find the following submittals for the above referenced project. The project is located in the Falls
Cove subdivision in Troutman, NC. The proposed project includes extending the existing sanitary
sewer to serve an additional 128 4-bedroom homes and 128 3-bedroom homes.
• Fast Track Sewer Application fee $480.00
• Fast Track Sewer Application (2)
• Town of Troutman FTSE (2)
• Town of Mooresville FTSE (2)
• NCDENR Reduction Approval letter to Mooresville (2)
Feel free to call with any questions.
For the Firm,
Blue Ridge Engineering PLLC
"A;-� , �""- 4'�
W. Jesse Hanlin, PE

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FASTTRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application NumberGWOUff l6 17 nolie conlplocdI,% D1AItI
All itetr►s tnu,t he pc,ntnleted or flip -tuulirttion +ill hp rcntrned
I. APPLICANT INFORMATION:
I. Applicant's name: Iov%n of (outman (company. municipality. IIOA, tit ility.etc.)
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® i%-funicipal
3. Signature authority's name: Justin Longino per I \t' \.i ` I
Title: Down .'vlanaeer
4. Applicant's mailing address: PO Box 26
City: Troutman State: NC Zip: 28166-�
5. Applicant's contact information:
Phone number: [phone] Email Address: 1 longIricv r'trou(man vie. ,ov
IL PROJECT INFORMATION:
WQROS
MOORESVILLE REGIONAL OFFICE'
❑ Privately -Owned Public utility
❑ Other
I. Project name: I-ali+ Cove al LgKie 's'orman Phases SSG & 7
2. Appiication'Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: N1Q00 and issued date:
If new construction but part of a master plan. provide the existing permit number: WQ00
3. County where project is located: Iredell
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.679 Longitude:-80.884
5. Parcel I D (if applicable): 4740157538
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer. Nl, Devin Staley License Number: 035010
Firm: Blue Ridge Enr�neering PLI C
Mailing address: 924 Main Street, Suite 200
City: Vortit \kjlkeshoro State: NC Zip:8659
2 -
—
Phone number: [phone] Email Address: devin.stt)le iS_ bCknllc.cont
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I . Facility Name: Rocky River Permit Number: NC 0046728
Owner Name: Town of %looresville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0030370 Downstream (Receiving) Sewer Size: 12 inch
`2liVII! t Ide-f olic._uom ',ti,tcm I'cnnu Nombert.,;-) aPpl�cahl�� WQCS00358
Owner Name(s): Town of Troutman
FORM: FTA 04-16 Page 1 of

V1. 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 Dc%cloper', ( )perauonal \grveme t (I ()lt\I 1W\ ) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I_li+rnc PrkTcrtt r rv�ncr•._ 1..,+`r.rti m. ha, :m ( )pCr:ilrunal \yrrrmr)(I_ll_t )R\t I W) \j been attached''
❑ Yes ❑No ZVA
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 I c !�:A �(:A( 021 10J1
`-- is there it Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 1 ;_ �.( \ t .; �> , t �? ❑ Yes ❑ No
If yes, provide a copy of floc-, reduction approval letter
7 Summarize wastewater generated by project:
Establishment Type (see 02T.0114W)
Daily Design Flow b
No. of Unitsi Flow
Residentail - 4BR
480 gal/day
128
61.440 GPD
Residentail - 3BR
360 gal/day
128
46,080 GPD
gal/
GPD
gal; ._
_.__
..._ GPD
gal/
GPD
gal/
GPD
Total
107.520 GPD
a See I s•V `vt \( (t2 ) .nl 1 Ith), (,I), kc)( I) and (r)(2) fir caveats to wastewater design flow rates Ii.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 I5,\ \('-\(' 021,01 1 1J shall be
determined using available flow data, water using fixtures. occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 107.520 GPD (per i ,\ N( \t 01 f 't, !_I t )
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 & Se%%crs):
I . Sunrtnarizc gravity sewer to be permitted:
Size (inches)
Length (feet)
Vaterial
8"
14.800
PVC -�
8"
280
DIP
12'
2.3 70
P V ('
12"
100
DIP
15
1,700
PVC -
14"
86--,.------
DIP
r Section 11 &- 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) - 021' .03U5 & 11DC' (Pump Stations/Force Mains):
COMPLY. llC 1•"(>il FACII PI %IP S'lA 110N INCH DEI) IN Tllli PItOJECI
I . Pump station number or name:
7 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 (tor this Pump Station):
Size (inches) T Length (feet) Material
G. Power reliability in accordance with I s 1 Nt 1t o ` I o zoithi)(_13:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC' 02'F .0305(hX 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 03T
.0305(h)( I )(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)( I )(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.
I f 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: PTA 04-16 Page 3 of 5

IX
SETBACKS & SEPARATIONS — (02B .0200 8 15A NCAC 02T .0305(0):
t Does the project comply with all separations found in i + �,, tc. r &®Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separation~ that shall be pros idcd for sewer .c itg ms:
Setback Pararncter• Separation Required
Storm sewers and other utilities not listed below (vertical) 24 inches
Water mains (vertical-waterover sewer including in benched trenches 18 inches
Water mains (horizontal) 10 feet
Reclaimed water lines (vertical - reclaimed over sewer 18 inches
Reclaimed water lines i horizontal - reclaimed over sewer) 2 feet
*Any private or public water supply source, including any wells. WS-1 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 f or tide elevation) and wetlands ( see item I X.21 50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage t
ditches f0 feet
Any buildinc 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 S feet
Any swimming pools 0 et
Final earth grade t vertical) 36 inches
I ` �(' •�i 1 ;!_1, ter contains alternatives where separations in 02T.0305ttj cannot be achieved.
**Stream classifications can be identified using the Division's ',( `+urta, c �% atcr t U—ifiNations sseh g�
If noncompliance with ' I , 0t f,_ r ; 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
i 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 i? 1W, ❑Yes ❑ No ®NIA
r This would include "trout Buffered Streams per 15A NC \( '14 0
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 & Buffcrr 11 ri itt)tts Br.tnch
5. Does project comply with 1: \ \t_V ('L_ttlu>t_,-)tr,) (additional permits/certifications)? ®Yes ❑ No
Per 0A M, At, t.i_'? ul(e4t�tC,!, 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.).
G. Does this project include any sewer collection lines that are deemed "high -priority?"
Per _, r %� c.( ,i i" "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: FfA 04-1 G Page 4 of 5

X. CERTIFICATIONS:
I Does the submitted system comply with i> \ ' CUAC 0 1 . the \Iimmum I )oq; ( rucrta Ior tile_I'crimilln oll Puillp titati�m,
a)zdF�xct �I:urE,rlatestbcr,!c!�71 and the (irmiiN Seyrr\lummunDc,i�ntntcria_shtc,t\crvun)asapplicable'
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Apprmal ofthe rtuue.t is required priorto ofthe I^l.t Irack Application ll(I.upporline doclinaV111.
3 Professional Engineer's Certification:
L '
1. ` v. v% <44 [CV attca that this application for
+Professional Enguiver . name from Application Itein I11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications.
engineering calculations, and all outer 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
'.liniment Design Criteria for Gravity Sewers (latest version). and the 19intntum De i4�n Criteria for the Fast -Track PcrtnittinS
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 he consistent with the proposed design.
NOTE - In accordance with General Statutes 143-2 15.6.A and 143-2 15.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 3 misdemeanor, which may
include a fine not to exceed SI0.000. as well as civil penalties up to $25,000 per violation.
``\\�Al4Unn1111!;yr„
North Carolina Professional Engineers seal, signature, and date: ���� CA
itfl��t,0
3. Applicant's Certification per 15A NCAC 02T .0106(b): APR 08 2019
3�IA 't i A m"e)L fr- attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 front 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 pans 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 143-2I5.6A and 143-? 15.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of Class 3 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature' Date: � Jq I (S
FOR M: F'TA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: Falls Cove at Lake Norman Phases 5,6,7
More than one FTSE may be required far 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:
b. WWTP Facility Permit #:
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 0.107520
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
IL 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:
(A)
(B)
(C)
(D)=(n+C)
(E)=(A D)
Design
Obligated,
Average Daily
Approx.
Not Yet
Total Current
Pump Station
Firm
Flow**
Current
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Streamwood
1.022
0.409
0.020
0.243
0.263
0.146
Westmoreland
1.080
0.432
0.050
0.366
0.416
0.016
*The Firm Capacity 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 pealing
factor (pf) not less than 2.5.
*** 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 < a.
Downstream Facility Name (Sewer): Town of Mooresville Collection System
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Justin Longino 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 addendurns for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16

Subdivision
Obligated Not Yet Tributary Daily Flow
Remaining Obligated Flaw (GPD) Permit Reference Notes
Suffers Mill
Sanders Ridge
21,600
_ 42,120
W00036983
W00034676
W00039395
appro 60 lots remaining
neglecting few homes already built _
FaIlsCave, Phase 135,420
Falls Cave, Phases 5-7 i 107,520
this specific request (Line f.)
Suffers Mill 11
58,968
W00040770
Total
365,628

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: Falls Cove at Lake Norman Phases 5,6,7
More than one FTSE inaY he required for a single project if the owner of the WWTP is not responsible,for all pump
stations along the route of the proposed ivastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Rocky River WWTP
b.
WWTP Facility Permit #: NCO046728
AlI flows are in MGD
c.
WWTP facility's permitted flow
7.5
d.
Estimated obligated flow not yet tributary to the WWTP
1.470121
e.
WWTP facility's actual avg. flow
4.752625
f
Total flow for this specific request
0.093184
g.
Total actual and obligated flows to the facility
6.31593
h.
Percent of permitted flow used
84%
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity. * (Firm / p0, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
S.Iredell 2.33 0.93 0.40 .2252 .6252 .3048
Reeds Cr. 7.93 3.17 2.54 .5906 3.13 0.04
* The Firm Capacity 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.
*** 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):
Downstream Permit Number:
r]
Page 1 of 6

III. Certification Statement:
I&" V A S£ certify to the best of my knowledge that the addition of
the volunle 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 indicates acceptance of this wastewater flow.
Signing Official Signature
Page 2 of 6

of wA rF
`O� RQG Michael F. Easley, Governor
Uj William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-i
Coleen H. Sullins, Director
Division of Water Quality
February 14, 2008
John Vest
Public Services Director
413 North Main Street
P.O. Box 878
Mooresville, NC 28115
Subject: Rocky River WWTP, NCO046728
Residential Flow Reduction Approval
Iredell County
Dear Mr. Vest:
On January 25, 2008 the Division of Water Quality received a flow reduction request for
residences in the Town of Mooresville served by the Rocky River WWTP (Permit No. NC0046728).
The request presented two methods for calculating the wastewater reduction. The first method
presented is the preferred method.
The DMR data between December 2006 and November 2007 was analyzed by central office
staff. The highest monthly average was observed in January 2007. Based upon this data the Division
hereby approves your request for the reduction in flow to 104 gallons per day per bedroom (minimum
of 208 gpd for 1 and 2 bedroom residences) for sewer extension permits issued tributary to the Town
of Mooresville Rocky River wastewater treatment plant.
Repardless of the adiusted design daily wastewater flow rate at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connections).
If you have any questions or comments regarding this matter, please contact Deborah Gore at
[phone] ext. 593, email [Deborah. [e-mail]].
Sincerely,
Coleen H. Sullins
cc: Rob Krebs, Mooresville Regional Office
Dee Browder, Mooresville Regional Office
Central Files NCO046728
NPDES permit file NCO046728
PERCS Flow Reduction File
One tPretreatment, Emergency Response and Collection Systems Unit Intemet http:#h2o.encnc.state.us1ndpu
NOl tch CarOli a 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
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