WQ0036983_Regional Office Historical File Pre 2018

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NC R
North CarolinaDenn�Environment 'O0eOtam|Nan[a|RpsOH �A
Department
___ /o
u|x�mnmWa�rmcmzu�es
Pat McCrory Charles Vy3khj.P.E. John SkVarla,III
Governor Director Secretary
March 3,2014
Ms. Ann Bailie, Town Manager
Town ofTroutman
Post Office Box I6
Troutman, NC28166
Subject: Permit No. VV8O369Q3
Town ofTroutman
Sutter's Mill
Wastewater Collection System Extension
Iredell County
Dear Ms. Bailie:
In accordance with your application received February 25, 2014, we are forwarding herewith Permit No.
VVO0036983, dated March 3' 2014, to the Town of Troutman for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date nfissuance
until rescinded, and shall be subject to the conditions and limitations aospecified therein, This cover
letter and supplement shall be considered a part of this permit and are therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
[onditionH.4:
Requires that the wastewater collection facilities heproperly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued tmthe Permittee.
it shall be responsibility of the Town of Troutman to ensure that the as -constructed project meets the
appropriate design chtehaaodru|es. Failure tocomply may result inpenalties inaccordance with North
Carolina General Statute §143-I15.6A through §143-215.8(, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
Ifany parts, requirements, orlimitations contained inthis permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit,
This request must be in the form of written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27699-67I4. Unless such demands are made, this permit shall befinal and binding.
161rMail Service Center, Raleigh, North Carolina 27699-/61T
Location: 51zw.Salisbury St. Raleigh, North curolinao76n
Phone: S1S-8D7-500\FAX 91S-8O7-O32
mtenmL wwwnmvamFResu rc�em,orci
One
NorthCarofina
, atl1r,7141f

VMr.
Ms. Ann Bailie
arch 3, 2014
Page Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via a -mail at [e-mail]
Sincerely,
for Thomas Reeder, Director
Division of Water Resources
by Michael Parker
Mooresville Regional Office Supervisor
Electronic copy: Jeremia 5. Murphy, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (electronic copy)

•
ATA
MEM
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
in accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Troutman
Iredell County
for the construction and operation of approximately 9,530 linear feet of 8-inch gravity sewer to serve
the Sutter's Mill, and the discharge of 72,675 gallons per day of collected domestic wastewater into
Town of Mooresville's existing sewerage system, pursuant to the application received February 25,
2014, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 3rd day of March, 2014.
for Thomas Reeder Director
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036983

SUPPLEMENT TO PERM0T'COVER SHEET
Town nfTroutman i3hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The uevvoQe and wastewater collected by this system shall he treated in the Tmvvo Of k800reswi|ke's
Rocky River Wastewater Treatment Facility prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet ISA N[&C ZT; the Division of Water Resource's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996asapplicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting ofPump Stations and Force Maims adopted June 1, 2DUOasapplicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application, It shall be the Permittee's responsibility to,
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation iscontingent uponcomp|/ancewiththeStandanj[onditioosamdany5pecia|
Conditions identified below.
. SPECIAL CONDITIONS
1. if, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow,
J. mnflow hnexcess mfthe quantity permitted herein, 72,675GPD'shall bemade tributary tothe subject sewer
system until an application for permit modification for an ioc,ense in flow has been submitted to and
approved by the Division of Environmental Management.
3. By copy of this permit, the IredeU County Building Inspections Department is hereby notified that building or
occupancy permits shall only be issued for the proposed (4) residences as part of the Sutter's Mill project until
a modified permit is issued by the Division indicating additional connections.
4. By copy of this permit, the |rede| County Health Department and the |nde| County Building Inspections
Department are advised that, no certificates of occupancy are to be granted prior to the submittal of sealed

II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed .in accordance
with the conditions of this permit; 15A NCAC 2T; the Division of Water Resource's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shalt also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.

Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to ,prevent grease -related sanitary sewer overflows..
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility,.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a Water Resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours or on the
next working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any 550 and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also .be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part 11 of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T,0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:

a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 28 .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Troutman Permit No. WQ0036983
Project: Sutter's Mill
Issue Date: 03103/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting_ in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation: Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
Li Partial D Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (rj periodically, Li weekly, full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, 15A NCAC 02T; the Division of Water Resource's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
[)'AI() Use Only:
Flc“.1,..' from this projoct is tributary to:

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USE THE TAKEY TO MOVE FROM FIELD TO FIELD
OwnerlPermittee:
la. Town of Troutman
Full Legal Name (company, municipality, HOA, utility, etc.)
lb Ann Bailie, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0
c. The legal entity who will own this system is:
0 Individual © Federal ® Municipality © State/County 0 Private Partnership 0 Corporation Di Other (specify):
Application Number:
(to be completed by DW R )
ld, P.Q. Box 26
Mailing Address
If. North Carolina
State
L704) 528-7600 1i C7041_528-7605
Telephone Facsimile
2. Proiect (Facility) Inf©rnraation;
2a. Sutter's Mill
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Jeremia S. Murphy, RE - Eagle Engineering jnc.
Name and Affiliation of Someone Who Can Answe
3b. 1104 882-4222
Phone Number
horized signing officials)
le. Troutman
City
1g, 28166 _
Zip Code
abaaliet toq
E-mail
2bu Iredell
County Where Pr€
an.org
uestions About this Application
3c, jrnurphy@eagleonlitle,l
E-mail
Project is New fl Mod ion (of an existing permit) If Modification, Permit No..:
Owner is Public (skip to Item B(3)) 0 Private (go to item 2(a))
2a, If private, afrpi* cant will be:
0 Retaining Ownership (Le, store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Town of Mooresville
Owner of Wastewater Tr
4a. Rocky River WWTF
Name of WWTF
5a. Troutman :5b. 24-inch t Gravi
Owner of Downstream Sewer ;Receiving Sewer Size 0 Fore
8. The origin of this wastewater is (check all that apply):
lent Facility (WWTF) Treating
Aft Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
© School
IQ Restaurant
© Office
7, Volume of wastewater to be allocat
2b. If sold, fatalities o`
in
by a (must choose one)
© Public Utility (Instruction 0)
© Homeowner Assoc,/Developer (Instruction E)
From This Project
db. NC0046728
WWTF Permit No.
Unknown
Permit it of Downstream Sewer
O Retail (Stores, shopping centers)
El Institution
• Hospital
0 Church
© Nursing Home
El Other (specify): —m
nstruct
100% Domestic/Commercial
%Industrial
(Attach Description)
% Other
(Attach Description)
for this particular projeCt: 72,675 _ gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
© Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that
0 Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
ion
to Bois tine
FTA 08-i APPLICATION Page 4 of 6

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0
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0
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Z
9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for'
the value in Item B(7) ANDIOR the design flow for line or pump station sizing if a reduced or zero flow is being request;' in I,
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water Of wastewater use
data in accordance with 15A NCAC 2T .0114 (f)
Total 255 lots x 285 gpd per lot = 72,675 gpd (Phase 1 z 82 lots)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-inch
Length (feet)
9,530 ft
New Gravity or Additional
Force Main
Gravity
11, Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: elf chosen - as shown on plans/map for reference)
Longitude:
Latitude:
Design Flow Power Reliability Option
Operational Point _
(MGD) permanent generator WATS; Force Main Size
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID:
Longitude:
Design Flow
(MGD)
Force Main Length
(se! h n - as shown on planslmap for reference)
Latitude:
Power Reliability Option
Operational Point GPM @TDH _
1 permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the propos. sewer lines or pump stations be able to
dir
no
D Yes No If Yes, permit number of 2INitreatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the fAnimurn Design ijeja for the Permitting of Pump Stations and Fo • ins
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Cha ter 2T as applicable?
Yes El No If No, please reference the pertinent minimum design criteria or regulation and Indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of6

0t)
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes D No N/A
Sedimentation and Erosion Control Plan? Yes D No D NIA
Yes LiNo N/A
Yes El No 0 N/A
Trout Buffer Waiver?
Stormwater?
15, Does this project include any high priority lines (15A NCAC 02T ,0402 2 involve aerial tinesIines, sphons, or interference
manholes)? These lines will be considered high priority and must be checked once overy six mnths
Check if Yes: and provide details: Due to minimal slope and cover at low point of site, aerial crossings are to be used at
three creek/natural drainage crossings,
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Ann Bailie, attest that this application for Sutter's Mill has been reviewed by me and is accurate and
complete to the best of my knowledge. I understand that if allrequired parts of thit 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. Note: In accordance with North Carolina Genera! Statutes 143-215,6A and 143415,68, any
person who knowingly makes any false statement, representation, or certification in any application shaft 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
oration.
1 ,--
la, °_\____
Signing Officia
Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY!
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
2, Profession& Engineers Certification: (Signature of Design Engineer and Project Name)
1, Jeremia S. Muprhy, P. ,attest that this application for Sutter's Mill has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentatkin 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
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance, Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215,6A and 143-215,68, any person who knowingly makes
any false statement, representation, or certification in any application 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,
2a, Jeremia Murphy„i,E.
Professional Engineer Name
2b, Eagle En ineering,
Engineering Firrn
2c. 2013-A Van Buren Avenue
Mailing Address
2d, Indian Trail
City
2e, NC 2f, 28079
State Zip
2g. [phone] 2h, 1866) 775-0329 2i, trturphy leonlin ,net
Telephone Facsimile E-mail
1111
CA
E AL r:
• 33221
NC PE Seal„ Signature & Date
FTA 08-13 APPLICATION Page 6 of 6

Project Narrative
4875 Sutter's Mill
Proposed project to consist of two hundred fifty five (255) single-family residential lots with
associated streets, utilities, stormwater management facilities and landscaping. Proposed
sanitary sewer extension is designed to convey 100% domestic sanitary sewer from proposed
development to an existing Town of Troutman 24" sanitary sewer main running parallel to
Weathers Creek.
Flow for the total 255 lots is calculated as (allows:
(Single Family Residential: 255 lots x 285 gpd) = 72,675 gpd
Flow for Phase 1 consisting of 82 lots is being requested now, and is calculated as follows:
Phase 1' (Single Family Residential 82 Tots x 285 gpd) = 23,370 gpd

Pro
Projec
.plicatlt Name.
Name for which flow i
;4fore than ore F" SE .be rregi
stoli(7ns L7 C fl
Complete t
a. WWTP
ha WWTP Facility Permi
F"a
seen(
c. WWTP facility's perrn
d. Es'timated obligated flow not yet trihutary to the WWTP 1,0
e. WWII} facility's actual avg. fit-r
f. Total flow for this specific request
g. Total actual and obligated 'flows to the fa
h. Percent of permitted f ow used
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
teing/Aeccp'tance for Sewer Extension Applications
(FTSE 08ro 13)
regUet
a�e•r is tits o sertr �r rat'rher WWTP is not responsti
Roc. River
NCt 04672
stewat.er rent ptanta
11. Complete this sec:
proposed wastewat
fist )rump stations located between tl
Station
(Nance Or
Number)
It escfie i
tea: .i Creek
Firm
pacify,*
Mf:rt)
each pump stati
A.
AAvera4;
(Firm pt
MG.i)
,896
7,5
24
i)
esponsible for along the route 0
03 )
Appror.
Current Avg,,
Daily Flow, Daily
NIG1)
Tri
d the WWTP:
(t))=-(B±C. )
Total C:urreru
Flow Plus
(Thhgalecl Aveailahie
t"le7 s' Capacity***
0,636
4
'he 1=irtt t Caphy acy
taf any pump station is defined as the maxiurn pumped floss that
can he achieved with t re largest pump taken out of service.
** Design As'era.ge 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 locate
d
between the project connection point and the WWTP where the Available Capacit < 0,
Page 1 of 6

VAAN
20I3 Van Buren Ave,
Indian Trail, NC 28079
[phone]
www.eagleoniine,net
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117-10,11TIT `AMP
SUTTER'S MILL
USGS SITE MAP
SCALE: 1"=2 '
JOB NAME: SUT f ER'S MILL
CLIENT: CAROL NA UEV SOLNS L
JOB NUMBER: 4875 C-NC
ATION: WESTMORELAND ROAD
TROUTMAN, NC

2013 Van Buren Ave.
Indian Trail, NC 28079
[phone]
www.eagleanIine.net
SUTTER'
SITE VICINIT°"` MAP
SCALE, NJ.
JOB NAME: SUTTER'S MILL
CLIENT: CAR©LINA DEV. SOLNS L©CATION: WESTMORELAND ROAD
JOB NUMBER: 4875-C-NC TROUTMAN, NC
.42.

FORM WSCAS 08-13
WATERSHED CLASSIFICATION .ATTACHMENT
FOR SEWER SYSTEMS
Location
ID
Name of 411i!aterbody' County
River
Basin
Waterbody Stream Waterbody
index No. Classification
If unnamed, indicate "unnamed 'tributary to X", where Xis the named waterb©dy to which the unnamed tributary joins.
certify that as a Registered Professional Engineer in the State of
North Carolina that i have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief,
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
FORM: WSCAS O8-13
oft

Project arraUve
4875 Suttees PI
Proposed project to consist of two hundred fifty five (255) single-famiiy residential lots with
associated streets, utilities, stormwater management facilities and landscaping, Proposed
sanitary sewer extension is designed to convey 100% domestic sanitary sewer from proposed
development to an exist:4.1g Town of Trout Tian 24" sanitary sewer main running parallel to
Weathers Creek,
Flow for the total 255 lots is calculated as foliovvs:
(Single Family Residentlai: 255 lots x 285 gpd) 72,65
Fiow for Phase 1 consisting of 82 Jots is being requested now, and is calculated as foliews:
Phase 1 (Single Family Residential: 52 lots x 285 gpd) s 23,370 pd

Attention: Dee Browder
NCDENR
610 East Center Avenue
Mooresville, NC 28115
We are trarrsrnittmg the following, items,',
2013 Van Buren Avenue, Suite A
Indian Trail, NC 28079
[phone] phone
wwwweagleonline.net
ter of Transmittal
Delivered by: Hand
Prints fl Copy of Letter
J
Plans
Date
UPS
Date: 02/24/14
EEI Job Nurnberg 4875
Sutter's Mill - Troutman
Fast Track Application
'edex P 1 Courier 1 1 Other
Specifications 1/1 Application E Mylars * Report
Shop Drawings I 1 Calculations
As Builts
Items to be 'Transmitted.
Check
Other
02/24/14 ,�„ Application Package: Cover Letter, FTA 08-13, Fee, FTSE 08-13, Slte & USGS Maps., SCAS
02/24/14
Ilessr: are transmitted as ehc ked below:
For Approval.
ri For Your Use
As Requested
Town of Troutman approved Site & Utility Plans
Cc rrected Prints
Copies for Distribution
Approved as Submitted
ti I Approved as Noted
El Copies for Approval
ess revision: blocl
are.µ "' and "� f
'onslr•uction ", all plans enclosed are to be considered
e provided •h g, info and bidding use on
Cc: File

Central Files: APS _ SWP -
2/28/2014
Permit Number WQ0036983 Permit Tracking Slip
Program Category Status Project Type
Non -discharge in review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michael.parker
Coastal SWRuIe
Permitted Flow
72,675
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sutter's Mill Minor Mooresville
Location Address County
Iredell
Facility Contact Affiliation
Owner
Owner Name
Town of Troutman
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Elbert H. Richardson
PO BOX 26
Troutman
NC 28166002
orig Issue
3/3/2014
App Received
2/25/2014
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
3/3/2014 3/3/2014
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Troutman
Project: Sutter's MIII
Permit No. WQ0036983
Issue Date: 03/03/2014
Complete and submit this farm to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearty identified on the record drawings or in written summary foPermit
modifications are required for any changes resulting in non-compliance with this permit reqns or
minimum design criteria. Modifications should be submitted prior to certifica
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, T erefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERKMITTEE'S CERTIFICATION
I, , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGI.NEER'$ CERTIFICATION g LOTS
/ - 3S..
II .+ Partial © Final ! 7 -7. Z1
,`!' li kJ/4. /2ass as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically, 0 weekly, 0 full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NGAC 02T: the Division of Water Resource's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
A
SEND THIS FORM & SUPPORTING DOCUMENTATION
WiTH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE,, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is tributary to:

t 1.S F Ftt'AC; irs t+C t EERINf; C"C:R"t`ton
Permittee: Town rat Troutman
Project; Sutler's Mill
Permit No. WQ0038r983
Issue Date: 0310312014
Complete and so.ibonit this form to the perm t issuing ro orral oft e witfa the loft rraing
• Dne copy of the project record druwures (plan & profile views and detail drawings of sewer lines) of the wastewater
Collection system extension Final record drawings should be clear on the plans or on digital media (CD or DVD
(hski in pJ lorrnat, Record drawings should indicate the design and the marked up changes during construction.
0 S:Ippnrlrng design calcolations (seIocteel pumps, °system curve, operating point." available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump slat+ons
nermitted as part of thus proleca
Changes to the project should be dearly identified on the record drawings or in written summary form Permit
Inrlatil i rs are rc ulre r a es e u I an his r "t re ns or
raatntmurrr design criteria. Modifications should be submitted prior ton
eertificetio.
hall not be considered complete nor allowed to operate until the Division has receive
no ail required supporting documentation ° Therefore, it is highly recommended that
e sera# ire a rnannerdthat provides proof of receipt by the [)iyfe(crpt.
nsuucte
providedapplicable d
m;:volain tiro v,nstewa
LI
PI"RItcd Name, rifle
PERMITTEE"S CERTIFICATION
this
the undersigned agent for the Permittee, hereby state that this project has
applicable standards & requirements, the Professional Engineer below has
/construction information to the Permittee, and the Permittee is prepared to operate &
collection system permitted herein or rtiort5 thereof
, "f _ N Ast:
nature
ENGINEErt S CERTIFICATION
let I 1 4
Data
r5 d..3
Li Final `75-°2.21
d to Obs t re p rtr irce8y, ❑ weekly, D full tome hom the State of North t project
-or?,, as a dti re istered Professional Engineer
`� }the construction of (he subject protect
eby state (hat, to ilea test ref my abilities, dye care and ditigenee was used in the observation
:h that the constnlction was observed to be built within substantial compliance of Iles
NC, C t 2T: the Division of Water Resource's (Division) Gravity Sewer Minimum Design Criteria
I a,d Febrjary t2, iggts a�s apptocabie, the Division's Minimum Design Criteria for the Fast -Track Permitting of
mo Sit alrons and Morin Msins adopted June 1, 2000 as applicable; and other supporting materials.
( North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
Permittee nsibie for tracking all partial certifications up until a final cerfohration is received Any
ter (low made tributary to the wastewater collection system extension prior to completion of this
"s Codification that be considered a violation of the permit and shall subject the Permittee to appropriate
it actions

R. Joe la s r Asso aces, ne.
Au
NC'I)I (;J- h'ii)oresvi➢le Regional Office
Surf cee Water 1'rol.cctioo
fill bast Center Avenue, Suite 01
Mooresville, North Caro➢in i 28 ! 1
1' lick Casey e 117ri%,, Suite €i1, o
(803) 80 -1 °79c)
Re: Sutter's Mill Wastewater Collce'tior
Per
Per
RII1 i'rvjcct: (i(iul
To Whom It May C <artcern:
(� n h hall' cal' l'o n o1 1 ruu�tn
flue as eev°c rcli reruccc( las o_je° .
((l8rf
One copy of the As- elilt
North Caro )
tP
, iteins I ,r our review and approval t'o
k Il lstewatcrCe¢t11ication (Pat talk. as ccrtilic
cif this certification package, please ahprov
ial caurr 5arl?tariii;a➢ is cu�raai ➢ci °
If you should have any questions i t rc e➢uirc r�a� tulcliii<
(803) 802-1'799 or via email at pmur�rph
Sincerely,
R.:I()f3; 11 \RR.IS & , ASSOC
INC.
Iuma° ILc
'rut t ir:
pleas c feel free to contact n1e ,ai

FAST TRACK ENGINEER NG CER'TIFICATION
Permittee. Town of Troutman
Project: Sutter's Mil'
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longestpast three year outage reliability option selected) for any pump stations
permitted as part of this project
► Changes to the project should be clearly identified on the record drawings or in written summary form. Prml
prrodificatlons are redylred,for any chance e resultlne In flon-cornplkance with this pernlit. regulations e
minimum design criteria. Medi ,cations shp tld be submitted prior to certification,
This project shall not be considered complete nor allowed to operate until the Division has received #his Engineer's
Certification and all required supporting documentation. Thereforylt is hicittly ra_commegled that GIs parting tion
o sent irl a manger that provides proof of receipt by the Division,
PERiaarTTE 's CERT1FICATIQN
Date:
6983
2014
, the undersigned agent for the Permittee, hereby state that this project has
been constructs pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted kretlor portions thereof..
Printed Marne
ENQINEElt 6 Tt I A7
Q Partial [Q Final
Pantricuh
havingbeen aauthorizedto observe as a duly registered Professional Engineer in the State of North Carolina,
ia Ivtr•
( periodically, 0 weekly, D full time) the construction of the subject pro?j�ect
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observ"ran
of the construction such that the construction was observed to be built within substantial compliance of this
Ipermit; 15A NCAC 02Ti the Division of Water .Resource's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
Date
North Carolina Professional Engineer's
ignature, and date:
Ti4444•19400
CAti
ion co Phase of there
Su
SEND THIS FORM & SUPPORTING DOCUMENTATION
TH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The PertTtittee i jts'rlri freaking all partial certifications up until a final certification is received. Any
wasteade tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit andshall subject the Permittee to approprnate
enforcement actions.
DWQ Ilse Only:
Flow From this proje
10: