WQ0041047_Regional Office Historical File Pre 2018

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APPLIC.i NT IINFORMATION:
,Ap,pticsnt's name: j` desx
Applicant type. [7 h,dividual
0 Federal
Signature authority's name: fir tin iwtirrogino per
a
4. Apralicant's nsaifsna address.: P913r,.v 6
City: Troutman State: NC Zip: 28166-
Rpplicant's contra
Phone number (7041 i?8-76()0 Emaif , ddress!iiLimittiii
of North Carolina
nt of „n ironmental Quality
Divisions of Wader Resources
5A NC.aC 02 .0.300 — FAST TRACK SE' 'FFR SYSTEM 'EXTENSION APPLiC.^ATION
ETA 04-I6 SUPPORTING DOCUMENTATION
U. PROJIECT la''vFORMA`TION:
i, Project name. falls C`ytvr a Lit
'. Application'Project status:
Ira modification, provide the exi:
ed I New. Perm
Dep
© Privately -Owned Public I °ti
© Other
Ewistir i'ernzit'Prt
ber wQtOO and issued date:
tf new construction but part o1`a master plan, provide the ex isrin permit number: V Q00
3, County where project is located; Grede1t
Approximate Coordinates (Decimal Degrees). Latitude::35.(7✓9 Longitude. -80, _
5, Parcel IDtif:applicable): 4740157538
for Parcel ID to closest downstream sewer)
III_ CONSULTANT INFORMATION;
1, Professional Engineer M. Devin Staley Liaerrse Nunther. O dt
Firm: I ftte Rtd f ni;inecrirw
address. 924 \fain Suns a 200
City: Ncrr1h 1«'4eshyerp, State: NC Zip: 28059-_.
Phone number: t330 8 8-2500 Email ,Address deliin sc,:rl k re:hrePdl .ex;,+rr
IV, WASTEWATER TREATh1EN f FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky. River Permit Number: NC 0046728
Owner Name: Town of Aloor tivi 1.
V. RECEIVING VING DOWNSTREAM SEWER INFORMATION (if different than A% WTF):
l Permit Number( sr WQ0030370
Owner Natnets): 1 wr of Troutman
Downstream I Receiving) Sewer Size: 12 inch
r Ab QC'S0024$
FORM: FTA 04-16

GENERAL REQUIREMENTS
If the Applicam is a Privately -Owned Public Utility, has a Certificate; of Public Convenience uidNecessity been attached?
' DV) 0NIA
If the Applicant is a Developer of lots to be sold, has ..ttikti cittper qatftltwtit0 't.gttowtetli
0 Yes UNn !ZNIA
3. It the Applicant is a t ttytt: f'rt tt,ttr,t tttot.,3,4thtut. Is tin t TttttrtotItottti LvLoncitt t ) been attached?
0 Yes [JNO
ist://\
4 Origin of wasievater: Icheck afl apply t:
2 Residential Owned 0 Rthui sores, centers, malts
0 Residential Leased Li Retail with food preparation/service
0 School/ preschool / day care ' Medical / dental "" veterinary facilities
0 Food and drink facilities J Church
0 Businesses 'offices / facto e D Nursing Home
Nature of wastewater LQO DomesticlConmtercial
't:), Commercial
0 Car Wash
Hotel and or klotels
0 swimming Pool /clubhouse
0 Swimming Pool/Filier Backwash
Other (Explain in Attachment)
Industrial
L -*is there 3 Pretreatment Program tit Clleo? 0 Yes
Has a flow reduction been approved under !""' N,N4 yes
"Att• If 'res., provide a ,coot of flow- reduction approval letter
7. Summarize wastewater generated by project
„ .„.
Establishment 'Fype (see 1021%0)14 ) 1 Daily Design Flow "
I
Reside - 413R t 480 al day
ti 128 ' 61:440 GPD
Rcsidentail . 3BR
I 360 galeday I 128 t 46,080 GPD
0 No
o. of Units
„t GPD
I I
gal/ t I 1
'
i GPD l' !
t ! at
1 GPD......;
it
( tf_
gal
,•
gar
Twat t! 107,520 GPD
it See I 4. A \ 1 lhy, 4 1and (00) for caveats to waSteltialtr design floss rates i,e minimum flow per
dwelling: proposed unknown non-residential deveiopment uses: public access facilities located near high public uw areas,
and residential property located south or east °fine Atlantic Intracoastal \Valensay to he used Ai' vacAtiort re:mak as delincel
),
h Per 5A NCAC 02T .0114(c)„ design flow rates for establishments not identified [in table N,C.At 02'1 ,i) I IA 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 GPO (per )
Do not include future flows or previously permitted allocations
If permitted flow, is zero. indicate why
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permitsthat connect to this line
0 Flow has already been allocated in Permit Number
0 R.ehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FUAO4l6 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA il( Applicable
1. Summarize grlsi.ily ie'er u bc permitted:
size (inches)
Length (fe
NIENLICIriCk 1.(1 tEj
Nlaterial
8" 14.800 PVC
8- 280 DIP
12" 2,370 PVC
t2" DlP
15" 100
1,700 PVC
14"
86 DIP
Section 11 & 111 of the ktDC for Permitting olGravity Sewers contains n1urmiowi rcIaed so design
r- Section ill contains information related to minimum slopesfor gravity sewertst
Oversizing lines to meet minimum slope requirement is not allowed and a violation of thc MDC
VIII. PUMP STA1FION DESIGN CRITERIA (If Applicable) -- Orr & Jjnw SiAtiomiForct Atlitinsji
COMPIVIE, MP STATION INCLUDED /N. TIDS PROJECI
Pump station number or name:
7 „Approximate Coordinates (Decimal Degrees): Latitude:
Longitude,
Design flow oldie pump station: millions gallons per day (Firm capacity')
4„ Operational politics) of the porno's): gallons per intrude atfeet total dynamic head t
5 Summarize the force main to be permitted t for this Pomp Station):
1
Size (inches) t Length (feet) t Material
6, Power reliability in accordance with 5 \ 1t 0
CI Standby power source or pump with automatic activation and telemetry— 15A NCAC 07T ,0305(h tu Bct
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
lllust 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 02
,030511 C 1
Or
Portable pumping unit with plugged emergency pump connection and telemetry' - 5A NCA( 02T ..03.05(h.8 I I(CI.
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.,
R- lithe 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 traveltimelrarnes, shall be provided
in the case or a multiple station power outage,
FORM; ETA 04-16 Page 3 of 5

SETBACKS & Sr ..P RAT1ONS QI B -f92 NCAC d2.F
Does the project comply with all separations found in 1;
) 5A N(.°.AC 0.2T.o305i 1'1 contains minimum separations that sha
Setback Parameter'
Reclaimed ovate
clat ncd water iinc t hor
rJ below !vertical)
includtnt
itned over scwcrr
claittti ever seov
`Any private or public water supply source, including any
impetnrdcd reservoirs ua �aa �t ounce of drrnku t. rtrr
ossified WS (except WS-I or WS-VD. R. SA, ORW. HQ\ . or SR from normal
ide elawatarrnD and wetlands (see item I X.2)
Any other stream, lake. impoundment, or ground water Iovveron,S and surface drainage
ditches
Any buildine foundation
,
Aaty basement
l"`cep slope of ernbankmc
Drainage„yysterns a
snv swirnming pniols
Finat earth grade t vertical(
t ! N contains alternatives where separations in :`,`
"Stream c9assific 'ions can be identlfed using the Division's, vS St..104
If noncornp[iance wttrr ;' ,,. 5 r , seeSection k ofthis application
e .'`t='rs
eaters ofClass I or
Does the project comply with separation requirements for svetJands,, 50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot
No variance is required if the alternative design criteria specified is utilized in design andconstrue
As built documents should reference the location of areas effected
:arcs, ..
24inches
18 inches
f1 reef
inches
2 feet
10 feet
5 feet
0 feet
10 feet.
5feet
.wm�t
10 feet
inches
chieved,
Does the project comply with
P. This would include Trou
nd in the river basin rules per I
earns per w'..._ :'r _1t
4. Does the project require coverragelauthorization under a 404 Nationwid
individual pertn'its or 401, Wale -Quality Certifications"
Information can be obtained from the at,(& i3utkr pertiintiril,
5 Does
ply with t
Per Fist rr fit. r g;s4 a rxt}=, directly
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.1.
Yes No ®N
Yes a !o N'A
© Yes Nu
(additional permit s"cerktfications)? 0. No
d environmental permits or certification applications are being prepared, have
Does this project include any sewer collection lines that are deemed "high -priority,
Per `u:t 'sr, . t: 11 "high -priority sewer" means `.any aerial sewer. sewer contacting surface waters, siphon, or sewer
positioned parallel to streamtanks that is Subject to erosion that undermines or deteriorates the sewer.
© Yes [0 No DNA
r I f yes, include an attachment with details for each line. including type (aerial line, size, material, and locationb.
High priority lines stroll be inspected by the permittee or its representative at least once ever
documented per I5A l' CAC 02T.041O3(a)(5) or the permitee's individual System -Wide Collection permit.
onths and inspections
FORIXt FIA 04.16
Page 4 of 5

X. CERTIFICATIONSe
Does the submitted system comply with
surd the
If (vo, cerraapteta: and submit the ' aria
Professional Engineer's C eat
igii Request dpplic ictun t v A 0( .10-14) and supporting documents for
tanfitofthe 1-
r�v
c name hot n rypplicatie
lid is accurate, complete. and consistent with the i
ions. and all other supporting documentation to the hest of my
of my 1 nowrIedt e the proposed design has been prepared in accordance with
\ tinirpurta Design C ymt tat firr Cit"avity Sewers (latest version), and the *siittin
of Pump Stations and Force Mains !latest versiann i Although other
submittal package, inclusion of these materials under my signature and
have judged it to he consistent with the proposed design,
is tirmtt sand vtiettorting, ducat mien ts
supplied in the plans. specifications.
wledge. I further attest that to the best
plicablc regulations, Gravity Sewer
iteti°a for the Fast -`mock Permitting
.e developed certain portions of this
hal 1 have reviewed this material and
NOTE, In accordance with Cicm rug Setttttes 14:3-215,6:1 and 14 3.2I 5,GB, any person who Ivnowingly makes any false
coat rnent, re,prcsentatomon, or cellar `'ratsamn in any application package shalt be guilty of a Class 2 misdemeanor, which may
anelude a fine not to e_,seeed SI+),t)(aU, as v«etl as civil ,penalties up to S25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date.
AppIicant°s C'errtifcalion per 15A NC ,S.0 02T .0106tbl
CIA �ki_ rCtit4C Ibtfi4 AIWA
(Signature Authority's name & tit from Appi
attest that this application for
has been reviewed by me and is accurate and complete to the he of my knowledge,. I understand that if all required. parts of
this application are not completed and that if all required supporting docurnen'tatuon 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,
inpunctive relief, andror 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. arc 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 1 t i w a,;s and € 't l, ° ,any person who, knowingly makes any faise
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25.000 per violation.
Date,
FORM,
`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 for a single project ?I -the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
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
Ii. 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,
Average Daily Approx. Not Yet Total Current
Pump Station Firm Flow** Current Tributary Flow Plus
(Name or Capacity, * (Firm 1 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 peaking
factor (pi) 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): Town of Mooresville Collection System
Downstream Permit Number:
Page I 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 addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signingure gate
Page 2 of 6
FTSE 04-16

Obligated Not Yet Tributary Daily Flow
Subdivision I Remaining Obligated Flow (GPD)
1 Permit Reference Notes
Sutlers Milt j
21,600 _
WQ0036983
approx. 60 lots remaining
Sanders Ridge 1
42,120
WQ0034676
Falls Cove, Phase 2
135,420
W00039395
neglecting few homes already built
Falls Cove, Phases 5.71I
107,520
this specific request (Line f.)
Sutters Mill 11
I
53,968
WQ0040770
Total
365,628
1

F1�tF.io11 r E..tr!.i f r•.ourte.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04- 1 6)
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 for a single project if the owner of the WWTP is no! 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: Rocky River WWTP
b. WWTP Facility Permit #: NC0046728
All flows are in !IGD
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
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
4.752625
0.093 184
6.31593
84%
II. 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
Pump
Station
(Name or
Number)
S. Iredell
Reeds Cr.
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
2.33 0.93 0.40 .2252
7.93 3.17
WWTP:
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
.6252 .3048
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:
•
Page 1 of 6

if3e,ation Statement:
1 a SE certto the best of my knowledge that the addition of
the voluble of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment fa'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 1 and 11 plus all
attached planning assessment addendums for which l am the responsible pasty.. Signature of this
form indicates acceptance of this wastewater flow.
Signing Q',ffiei Signature

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
February 14, 2008
John Vest
Public Services Director
4I3 North Main Street
P.O. Box 878
Mooresville, NC 28115
Subject: Rocky River WWTP, NC0046728
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.
Regardless of the adjusted 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 connection(s).
If you have any questions or comments regarding this matter, please contact Deborah Gore at
[phone] ext. 593, email [[e-mail]].
Sincerely,
Coleen H. Sullins
cc: Rob Krebs, Mooresville Regional Office
Dee Browder, Mooresville Regional Office
Central Files NC0046728 •
NPDES permit file NC0046728
PERCS Flow Reduction File •
NOne 7' Pretreatment, Emergency Response and Collection Systems Unit Internet httpl/h2a.enr nc.state.uslndpu
OrthCarOlina 1617 Mail Service Center, Raleigh, NC27699-1617 An Equal Opportunity Action Employer
at/Iya/1y Telephone [phone] Fax [phone]% recycled/10% post-consumerpaper

e *nee P C
N (1-) I..x:i.)
`liu resv lle Region:1 (.`
�tfn: Britt: Selzer
Center ,.venue
oor ° �°ille, NC 28113
Ref: Falls Cave at Lake Normal. — Troutman, NC
Phases 5,6, and 7 Fast Track Sewer Submittal
Dear Brit.
Please find the following satl.aataittals tear tlac ahc> e rcterenced project. The pr()jcc
Cove subdivision ira Troutta'twtn, NC. The proposed project includes extending tl
sewer to serve an sadditiean;.tl 128 4-hcdroc tra h.catnes and 128 3-bedroom homes,
•
•
•
aue rions.
w1" (.2)
letter to Ioore
For the Eirctt,
Blue Ridge Engineering PLLC