WQ0032477_Complete File - Historical_20200923

ROY COOPER
Gonernar
MICHAEL S. REGAN
Secre/al y
Water Resources
ENVIRONMENTAL GUAL'TY S. JAY ZIMMERMAN
Director
July 13, 2017
Seth Eckard,Town Manager
Town of Valdese
PO Box 339 R "•I
FAs
iL rf
Valdese, NC 28690 on of water Resources
Subject: Change of Ownership Approval
Permit No.WQ0032477
UL 1 8 2017
The Settings of Lake Rhodhiss Burke County -_- ality Regional Operations
evilia Regional Office
Dear Mr. Eckard:
Division personnel have reviewed and approved your permit modification request received on December
22, 2016 for Permit No. WQ0032477. This modification is to change ownership from Lake Rhodhiss
Development LLC to Town of Valdese,and Town of Valdese,effective July 13,2017,is now responsible for
the continued operation and maintenance of the subject wastewater collection extension. Our database
has been revised to reflect the ownership change.
This approval letter shall be considered part of the permit and is therefore incorporated by reference. .
Other than ownership transfer, this modification includes no changes to the originally issued permit on
February 22,2008,and is subject to the conditions and limitations specified therein.
The Permittee shall maintain compliance with its individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T.0400 and G.S 143-215.96. If
an individual permit is not required,the performance criteria as required by 15A NCAC 02T.0403 shall be
met. If you have any.other questions regarding this matter please contact Monti Hassan, at (919) 807-
6314 [email: [e-mail]],
Sincerely,
for Jay Zimmerman, Director
Division of Water Resources, NCDEQ
enclosures: WQ0032477
cc: Asheville Regional Office,Water Quality Regional Operations Section
Water Resources Central Files—WQ0032477
PERCS Files(electronic copy)
I
—�Nothing Compares'—
State of North Carolina I Environmental Qua Illy I Water Resources
1617 Mail Service center I Raleigh,North Carolina 27699-1617

FASTTRACK;SEWER ENGiNEERI"CERTIFIC�TfRaN
PERMiTTEE: Town of Valdese
PERMJT#: WQ0032477
PROJECT: THE SETTINGS OF LAKE RHODHISS
ISSUE DATE; February 22,2008,
This,project shall not be considered complete nor allowed to operate in accordance with Condition 7`of
this permit until the Division has recelved.this Certification and All required supporting documentation,
it should tie submitted In a manner that documents the Division's receipt, Send the required
documentation the Regional Supervisdr, Water Quality Regional Operations Section at the address at
the bottom..
Any wastewater flow made tributary to the wastewater;crsllection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Parmittee is responsible for tracking all partial certifications up
until a final certification Is received, A Final Certification"be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PfRmme'scgMFIGW0N
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 Permlttee,and the Permlttee Is prepared tooperate&maintain
the wastewater collection system permitted herein or portlo s thereof:
Printed Name,Title Signature Da e
EN41NEEIe$GE0EPTFQN
t, ltristtl hgr W. Rowe
,� .as a dot registered Professional En sneer in the State of North Carolina,.
having been authorized to observe(Nperiodically, ❑"weekly, full time)the construction of the
project name and location as referenced above:forthe above Permittee hereby state that,to the best of
my abiittles,, 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; 1SA NGAC 02T;the
Division of Water ResourcW (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum'Design Criteria for the Fast4raek Permitting of Pump
Stations and Force Mains adopted June 1.,IODD.as applicable;and other supporting materials,
North Carolina Professional Engineer's Seal w/signature&date: �AO` '
C5 oF�§Toy
Final ❑Partial(include desorlpttan)
SEA4
— - 32868
OPH
yr 'P
certification Comments/Rualifieis(attach if necessary): `
This oertification is based on the field observations and letter dated 12/22/2016 by
Benjamin B.Thomas, PE;
I
NC DWR—Water Quality Regional operations Section 2090 Hwy 70,5wannanoa,NC 28778
Asheville Regional Office Phone: [phone] FAX:[phone]

State of North Carolina
Department of +m koametttal quaty
Dmsion of Water Resources
RO$Tt*#.V SA i'GVVNMSUWiNANi MANGE
tltvktton of VVgtar ResorareasiN�ittfOPIS IR 1 C}BivteIt>C!r Oi=16'
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Server pormits adar'ttwith a WQ or WQC S sad contain the terms awor extension or collection system in:tbo subject Add, This
form shouid not be used for pmalig wkh'NC,NCO,SW or othortypes of non-sewer permits begbtningwkh Wo.
ftr roars iaxJorrU*^vlsttrhsAtvtstan's WaW_OuvHty P?ur�nalrtng s
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;,Q Jq an atlkmm Parana,may be designated ass the signing:ofclal if a dailegatton letter Is provided from a parson who
cusatsthearSteriain -
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criteria in 124 ty*GAC D2Palpha
B. RxIsdogPorm3t(All Applfcadatp)r
0 Submit a copy oftba most meody Issuedpermk and m0cutlon.
C. Pmperiy'OwnomhlpDoem (AllApplicadom):
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€1 Per IJ&XQAQ=1 iJ"xll.provide,one copy of the C ificete of Public Convenience and Necessity ffom the
Caro" 17t�}jfies`Commission demonstrating ting the Api smut is atfthorl=dtohold theutility franchise for dwares to be served
E. C?parationel Agreomkafc(Applications where th#Applicant is a Fiouadhoperty Chvaars'Association or Developer of lots to be -
solo-.
D Ilom C�aers`_Associatlaans
0 Pet'I5 N.C4Q=.b1t5fu),sub it anodgindt properly executed,o rates eam+aa}fF(YRK'HQ&
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laws that contain the languageroqused bythe t)perstlooslAgreetneaat..
➢ j�eva oflotstolmsold
C] per tsArrcAc tl�T.{IltS?la}.gubmit��3gin „t'ora property axed
F, Poekage submitted in 1 plate
M Sub+mits,copy ofaltrequiie€IdocarmtsinbutruodmaABasrequired
'THE COMPLETED APPLICATION AND SUPPORTING OCUNIENTATfON SHALL At SUl f1TPED IN�&C i
TO.
NCDIKQ-VVVR j
water Quau ty Permitting Section
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TY, CERTSICATTONS;
Rxtstb`9patmitt"e's CerttBtcatian per 16a t TCAC 42T,01 OM:
is Seniar4i ' rde T,akn 'ssDe oln" attosttTtisapplinadan
{ ignattuo AnthaartY'a namo tine Applicatioaltom t2&3) j
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p ustov irtta to Appllaant's t Moy,T WMI lohdhoo to be responsibta for complianra Midi the Matron perad And any rllschnrgo of
wastowaler from dds system to the laud may result is an onforaatttant sedan that ruay %dttde:v"pelviiva;
injnaative teller attd/otalprosecntinn 1 will alstf maim na claatt against the 1 tivision of Wetor Resowaes should a anndlticn of
the axlsttngpsaym#liayinlated Tatsa dthatifalliroquirotlpasfsofthisapptiaaticmaroauto oorriplstedandtleuifuaroqubad'
sttppartipginfordtadoss�nd is aramst#�lude�,„�tB app�aati0h will bh ialnenod to mb�sinopa7piote,
N4TlS—Tp accorclettca with General Swum=' 21 A 490144UAL any parson who knowingly makes any Sale s€etaramr, (
representation,or ca moodon in a Y= shall be gpilty of a whloh may iuoludo a fete xt to- f exceed 510,000 as v as oivilp VP " 000 per aiolatioa
Date: L)ecember 14,20.16
7ar�ny T. ettttnaa
Applicaut'sCertiCi t[onpat iSlY02R p106tlrlx
that t6ls application
(Si -A:ufiwiitY's namo&title from App]caA m b=Tit&3,)
hosbeenrevivwwed-bi itosudis accurate.aud':cnrnpletetothebeatofmylmowkX*. YnndeWUddwAfor rsueneeofthepermitioto
'the Applicants name,I witl ba n$pKatisihle 0sr compliance+with rlta issued peortit and any disaLargo of wasrewatear from title ntht-
sYst,�to sprfana wars ar rho lantl.soay xvsult is-an antbraetuont acdpn that may=Inahtda aiell p�Tja'es,mjpgtuive toliaf;
andlgr arimival prosoattion. T srUt make nn olami against the Division of Watrk Resnmires sluaitld a aonditian n£this petruit ba
violated T also nndatstand that If all rgquitad parts of tt+is appYcatlott pankago era star completed swrl tltst if aiF required a
information and arencknahtdnd;this applioptianpsckaSa wlllboTahuhedta rtto as inetuppleto.
N4 Tat aacordavice wtdt tsnraatoattos 1MMp artd43is. s, apYPot9#ttYhalma
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toptasen ouM ar cord cgOOn in anY applieWon Y makes any false b
exceed 9101000 as p0,0pe shall be guilty;of n loso 2 tais ,which may inoludo a u to. ..:.
" ' penal ttpto$�S,OOOporviolatkm.
Sigtatttto _ beta; I S t/6
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Pagan afa

GR,..._�.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
October 11`h, 2013
Peter Scott Rye, Manager RECEIVED
LR Acquisitions, LLC
9821 Cogdill Rd
Suite 1 OCT 2 2 2013
Knoxville,TN 37932
DWQ/%irrfhce Water Protection Section
Subject: Permit No.WQ0036685
Asheville Regional office
LR Acquisitions, LLC
John Berry Road/Lake Rhodiss SD (Simplex Pumps)
Wastewater Collection System Extension
Burke County
Dear Mr. Rawn:
In accordance with your application received August 91h, 2013, and additional information received on
October 2nd1 2013 and October 91h, 2013 we are forwarding herewith Permit No. WQ0036685, dated
October 11`h, 2013,to LR Acquisitions, LLC for the construction and operation of the subject wastewater
collection system extension. This permit shall be effective from the date of issuance until rescinded,and
shall be subject to the conditions and limitations as specified 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:
Condition 1.1 A variance is granted to allow service laterals and simplex pump stations that serve a
single building where minimum separations cannot be meet in accordance with 15A
NCAC 02T.0305(f)and (g). Adherence to the criteria listed in condition 1.1 is required.
Condition 1.1 The Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition
of this permit. Noncompliance with the terms of the Operational Agreement shall
subject the Permittee to all sanctions provided by North Carolina General Statutes
§143-215.6A to §143-215.6C for violation of or failure to act in accordance with the
terms and conditions of this permit. A copy of the Articles of Incorporation,
Declarations, and Bylaws that have been properly filed shall be submitted with
certification prior to operation.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 �ri,.eaL,
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 One
Phone:[phone] FAX:[phone] i�o Internet:www.ncwaterguality.org
An Equal Opportunity\Affirmative Action Employer iJ

LR Acquisitions,LLC
John Berry Road/Lake Rhodiss SD(Simplex Pumps)
WQ0036685
It shall be responsibility of LR Acquisitions, LLC to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute§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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
_to,request an.adjudicatoryhearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
Jf you need additional,information concerning this matter, please contact Michael Leggett at(919)807-
6312 or via e-mail,at [e-mail].
Sincerely,
for
Thomas A. Reeder
Division of Water Resources
by Deborah Gore,Supervisor
Pretreatment, Emergency Response, Collection System Unit
I
enclosure: Operational Agreement
cc: Daniel J. Rawn, Project Manager—LR Acquisitions, LLC
_ 9821 Cogdill Road,Suite 1, Knoxville,TN 37932
Benjamin B.Thomas, PE—Project Engineer([e-mail])
Burke County Health Department
Asheville Regional Office,Surface Water Protection Section
Jeffery Morse,Town Manager—Town of Valdese
PO Box 339,Valdese, NC 28690
Water Resources Central Files:WQ0036685
PERCS(electronic copy)

IM ENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAND 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
LR Acquisitions, LLC
Burke County
for the construction and operation of 117 simplex pump stations with on-site audible and visual alarms
to serve 117 three-bedroom single family residential units as part of the John Berry Road/Lake Rhodhiss
Subdivision project, and the discharge of 0 gallons per day of collected domestic wastewater into the
Town of Valdese's existing sewerage system, pursuant to the application received August 91h, 2013, and
additional information received on October 2nd, 2013 and October 9`h, 2013 and in conformity with the
project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
Collection system mains and flow allocation permitted under Permit No.WQ0036684.
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 11`h day of the October,2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036685

SUPPLEMENT TO PERMIT COVER SHEET
LR Acquisitions, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Valdese
Wastewater Treatment Facility(NC0041696) priorto 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 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, 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 is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. A variance is granted to allow service laterals and simplex pump stations that serve a single building where
minimum separations cannot be met in accordance with 15A NCAC 02T.0305(f)and(g). Adherence to the
following criteria shall be considered equivalent to 15A NCAC 02T.0305(f)and(g):
a. Materials,testing methods,and acceptability standards meeting water main standards shall be specified
for service laterals.
b. Simplex pump stations shall be of a type specifically engineered to be watertight in floodplain conditions
including watertight lids.
c. Wet wells shall be constructed of either high density polyethylene or fiberglass reinforced polyester resins
with all seams thermally welded and factory tested for leak tightness.
d. All necessary penetrations shall be factory sealed and tested. No field penetrations will be allowed.
e. The simplex pump station shall be located no further than 50 feet from the building served and shall be
vented back to the building.
f. All simplex pump station wet wells shall maintain a separation of no less than 10 feet from classified
water per 15A NCAC 02T.0305(f).
The variance 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. This variance is limited to lots 83,84,85,105, &106 per the approved plans and specifications.
_ 2. The Operational Agreement between the Permittee and the Environmental Management Commission
isincorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms of
the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina General
Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance with the terms and
conditions of this permit. A copy of the Articles of Incorporation, Declarations, and Bylaws that have been
properly filed shall be submitted with certification prior to operation.
Page 2 of 5

H. STANDARD CONDITIONS
1. This permit shall not be 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,the approved plans and specifications,and other supporting data.
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 by 15A 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 shall 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.
3. 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.
Page 3 of 5

i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. 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 Asheville Regional Office,
telephone number 828-296-4500, 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 SSO 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 II 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 certifying that the
permitted facility has been installed in accordance with this permit,the approved plans and specifications,and
other supporting materials. If this project is to be completed in phases and partially certified,you shall retain
the responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed.
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.
Permit modifications are required prior to certification (Final or Partial) and are required for any changes
resulting in non-compliance with this permit (including but no limitied to 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),or regulations. 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 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.
Page 4 of 5

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 2B .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 213.0200 and 15A NCAC 2H.0500.
12. The Permittee shall provide for the pump station and force main the following items:
a. Pump Station Reliability:
1. Pump stations, except when exempted by Subparagraph (j)(2) of 15A NCAC 02T.0305, shall be
designed with multiple pumps such that peak flow can be pumped with the largest pump out of
service.
2. A standby power source or pump is required at all pump stations except for those pump stations
subject to Subparagraph (j)(2) of 15A NCAC 02T.0305. Controls shall be provided to
automatically activate the standby source and signal an alarm condition.
3. As an alternative to Part(c)for pump stations with an average daily design flow less than 15,000
gallons per day as calculated using 15A NCAC 02T.0114, a portable power source or pumping
capability may be utilized. It shall be demonstrated to the Division that the portable source is
owned or contracted by the permittee 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 timeframes,shall be provided in the case of a multiple station power outage.
4. As an alternative to Part (ii) for pump or vacuum stations connecting a single building to an
alternative sewer system, wet well storage requirements shall be documented to provide 24-
hours worth of wastewater storage or, exceed the greatest power outage over the last three
years or the documented response time to replace a failed pump, whichever is greater.
Documentation shall be required pursuant to the permit application.
b. All pump stations designed for two pumps or more shall have a telemetry system to provide remote
notification of a problem condition to include power failure and high water alarm.
c. High water audio and visual alarm.
d. Pump stations shall have a permanent weatherproof sign stating the pump station identifier, 24-hour
emergency number and instructions to call in case of emergency. Simplex pump or vacuum stations
serving a single-family residence shall have a placard or sticker placed inside the control panel with a 24-
hour emergency contact number.
e. Screened vents for all wet wells.
f. The public shall be restricted access to the site and equipment.
g. Air relief valves shall be provided at all high points along force mains where the vertical distance exceeds
ten feet.
13. The Permittee shall maintain on hand for immediate installation an adequate supply of spare,fully operational
pump units of each type used in the system.
Page 5 of 5

CERTIFICATION
Permittee: LR Acquisitions, LLC Permit Na.W00036685
Project: John Berry Road/Lake Rhodiss SD(Simplex Pumps) Issue Date: October W,2013
T — -- ---- - - ---- -
This pro--ject shall-not be considered complete-nor allowed— to operate until-- the-Division-has receive- d this-Engineer's
Certification and all required supporting documentation. Therefore, it is hinhiv recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
NOTE: 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.
PERMITTEE'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.
1 Printed Name Title Signature Date
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.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑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 following construction: 117 simplex pump stations with on-site audible and visual alarms to serve 117
three-bedroom single family residential units as part of the John Berry Road/Lake Rhodhiss Subdivision project,
and the discharge of 0 gallons per day of collected domestic wastewater into the Town of Valdese's existing
sewerage system, and in conformity with the project plans, specifications, and other supporting documents
subsequently filed and approved. I certify that the construction of the above referenced project was observed to
be built within substantial compliance and intent of the approved plans and specifications.
North Carolina Professional Engineer's
Seal,signature, and date:
SEND THIS FORM &SUPPORTING DOCUMENTATION
TO THE FOLLOWING ADDRESS
NCDENR/DWR/Water Permitting Section
Wastewater Branch-PERCS Unit
1617 Mail Service Center
Raleigh, NC 27699
DWR Use Only:
Flow from this project is tributary to: W00036684&NCO041696

STATE OF NORTH CAROLINA
COUNTY OF \")mil( d Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
tau%. (O ri C L L C , a corporation/general partnership registered/licensed to do
t business in e State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as 7J-omAl A"kZy Sri Z&11W U Oyz�a6nllg) (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration,the(Unit Owners' Association)W7-,-75�oz�- peam,!! � 5Q - LLC, (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re-constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation,maintenance, re-construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 06-13 Page 1 of

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and \
_____operated_ino9nformity_with_law—and-the_pxovisions of the permit for construction, operation,repair,_and______
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies)where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
_ Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL . L L L C
GEMENT COMMIS ION Name o VE E
Thomas A.Reeder,Acting Director (Signature)
Division of Water Quality �� ( r �1 l n
Print Name and Title V V
(Date) (Date)
FORM: DEV 06-13 Page 2 of 2

CERTIi+ICATION
Permittee: LR Acquisitions, LLC - Permit No.WQ0036685
Project: John Berry Road/Lake Rhodiss SD(Simplex Pumps) Issue Date: October 111h,2013
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
NOTE: If the permit is issued to a private entity with an Operational Agreement then a copy of the Articles pf
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.
PERMITTEE'S CERTIFICATION
I, _ CFVItC, q W tr` , 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 he ' r p ' ns ereof.
Printed Name, Title pr j Vyt__a rrSignature Date
The Permittee is responsible for tracking allpartial 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.
i
i
ENGINEER'S CERTIFICATION
2 / w ❑ Partial Final
vh as a duly registered Professional Engineer in the State of North Carolina,
having bash authorized to observe(59 periodically, ❑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 following construction: 117 simplex pump stations with on-site audible and visual alarms to serve 117
three-bedroom single family residential units as part of the John Berry Road/Lake Rhodhiss Subdivision project,
and the discharge of 0 gallons per day of collected domestic wastewater into the Town of Valdese's existing
sewerage system, and in conformity with the project plans, specifications, and other supporting documents
subsequently filed and approved. I certify that the construction of the above referenced project was observed to
be built within substantial compliance and intent of the approved plans and specifications.
North Carolina Professional Engineer's
Seal,signature, and date:
6 4t' 6p'1V;k,y
SAL SEND THIS FORM &SUPPORTING DOCUMENTATION
767 A q TO THE FOLLOWING ADDRESS
i NCDENR I DWR/Water Permitting Section
Ir +.�.•°° * oAe Wastewater Branch-PERCS Unit
j°mow c a °i J 1617 Mail Service Center
�/ ,��y--/��1., - - Raleigh, NC 27699
BO f f
JUL - 9 2014 RECEIVED/DENROWR
DWR Use Only: JUL - 7 2014
I
Flow from this project is tributary to:WQ0036684 Rs NC0041696 Water Quality
Permitting Section

ARA
1��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
October 111h, 2013 FRE-CEIVED
Jeffery Morse, Town Manager
Town of Valdese
PO Box 339 CT 2 2 2013
Valdese, NC 28690Subject: Permit No.WQ0036684 raee Water ProtectionBxtionTown of Valdese heville Re ional Office
John Berry Road/Lake Rhodiss SD (Mains)
Wastewater Collection System Extension
Burke County
Dear Mr. Morse:
In accordance with your application received August 9th, 2013, and additional information received on
October 2nd, 2013 and October 91h, 2013 we are forwarding herewith Permit No. WQ0036684, dated
October 11th'2013,to the Town of Valdese forthe construction and operation of the subject wastewater
collection system extension. This permit shall be effective from the date of issuance until rescinded,and
shall be subject to the conditions and limitations as specified 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:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Town of Valdese to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §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.
If any parts, requirements, or limitations contained in this 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 a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings,6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 One Phone:Location:512 N.Salisbury St.Raleigh,North Carolina 27604 �T01'tt1Ca2'01111a
Phone:91 M07-6300\FAX:[phone]
Internet:vvwvv.ncwaterguality.org Naturally
An Equal Opportunity\Affirmative Actian Employer �/

John Berry Road/Lake Rhodiss SD(Mains)
WQ0036684
- - ---if you need add do aal-itiforrration concerning thirmatter,-please contact-Michael Leggett at(919) 807-
6312 or via e-mail at [e-mail].
SSincerely,
�U..
._tea., ...,..,,,.. r.._...,._
fo ThomosA. Re2der
Di ision of Water Resources
b Deborah Gore,Supervisor
Pr treatment, Emergency Response,Collection System Unit
ccI,,. V,h'jarnin B.Thomas FE-Project Engineer([e-mail])
Burke County Health Department
Asheville Regional Office,Surface Water Protection Section
Water Resources Central Files:WQ0036684
PERCS(electronic copy)
i1

ICDENR
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 Valdese
Burke County
for the construction and operation of approximately 6,220 linear feet of 2-inch pressure sewer,
approximately 1,390 linear feet of 3-inch pressure sewer, and approximately 4,486 linear feet of 4-inch
pressure sewer to serve 117 three-bedroom single family residential units as part of the John Berry
Road/Lake Rhodhiss Subdivision project, and the discharge of 42,120 gallons per day of collected
domestic wastewater into the Town of Valdese's existing sewerage system, pursuant to the application
received August 9th, 2013, and additional information received on October 2"d, 2013 and October Wh
2013 and in conformity with the project plans, specifications, and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
Individual simplex pumps and service laterals are permitted under Permit No.WQ0036685.
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 111h day of the October,2013.
Lam A," ,
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036684

SUPPLEMENT TO PERMIT COVER SWEET
Town of Valdese is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Valdese
Wastewater Treatment Facility(NCO041696) 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 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, 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 is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
11. STANDARD CONDITIONS
1. This permit shall not be 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,the approved plans and specifications,and other supporting data.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
1
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 by 15A NCAC 2T.0403.
5. Noncompliance Notification:
Regional Office
le hone to a water resources staff member at the Asheville Re io ,
The Permittee shall report b to g
P Y p
telephone number 828-296-4500, 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:
-i 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 SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Page 2 of 4

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 II 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 certifying that the
permitted facility has been installed in accordance with this permit,the approved plans and specifications,and
other supporting materials. If this project is to be completed in phases and partially certified, you shall retain
the responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed.
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.
Permit modifications are required prior to certification (Final or Partial) and are required for any changes
resulting in non-compliance with this permit (including but no limitied to 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), or regulations. 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 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.
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 2B.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.
12. The Permittee shall provide for the pump station and force main the following items:
a. Pump Station Reliability:
1. Pump stations, except when exempted by Subparagraph (j)(2) of 15A NCAC 02T.0305, shall be
designed with multiple pumps such that peak flow can be pumped with the largest pump out of
service.
Page 3 of 4

A
m stations except for those um stations
2. A standby power source or pump is required at all pump p pump
subject to Subparagraph (j)(2) of 15A NCAC 02T.0305. Controls shall be provided to
automatically activate the standby source and signal an alarm condition. _`•.
3. As an alternative to Part(c)for pump stations with an average daily design flow less than 15,000
gallons per day as calculated using 15A NCAC 02T.0114, a portable power source or pumping
capability may be utilized. It shall be demonstrated to the Division that the portable source is
owned or contracted by the permittee 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 timeframes,shall be provided in the case of a multiple station power outage.
4. As an alternative to Part (ii) for pump or vacuum stations connecting a single building to an
alternative sewer system, wet well storage requirements shall be documented to provide 24-
hours worth of wastewater storage or, exceed the greatest power outage over the last three
years or the documented response time to replace a failed pump, whichever is greater.
Documentation shall be required pursuant to the permit application.
b. All pump stations designed for two pumps or more shall have a telemetry system to provide remote
notification of a problem condition to include power failure and high water alarm.
c. High water audio and visual alarm.
d. Pump stations shall have a permanent weatherproof sign stating the pump station identifier, 24-hour
emergency number and instructions to call in case of emergency. Simplex pump or vacuum stations
serving a single-family residence shall have a placard or sticker placed inside the control panel with a 24-
hour emergency contact number.
e. Screened vents for all wet wells.
f. The public shall be restricted access to the site and equipment.
g. Air relief valves shall be provided at all high points along force mains where the vertical distance exceeds
ten feet.
J
Page 4 of 4

CERTIFICATION
Permittee: Town of Valdese Permit No.WQ0036684
Project: John Berry Road/Lake Rhodiss SD (Mains) Issue Date: October 111",2013
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.
NOTE: 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 Bvlaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
PERMITTEE'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
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.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑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 following construction: approximately 6,220 linear feet of 2-inch pressure sewer, approximately 1,390 linear
feet of 3-inch pressure sewer, and approximately 4,486 linear feet of 4-inch pressure sewer to serve 117 three-
bedroom single family residential units as part of the John Berry Road/Lake Rhodhiss Subdivision project, and the
discharge of 42,120 gallons per day of collected domestic wastewater into the Town of Valdese's existing
sewerage system, and in conformity with the project plans, specifications, and other supporting documents
subsequently filed and approved. I certify that the construction of the above referenced project was observed to
be built within substantial compliance and intent of the approved plans and specifications.
North Carolina Professional Engineer's
Seal,signature, and date:
.........................................................................................
SEND THIS FORM &SUPPORTING DOCUMENTATION
TO THE FOLLOWING ADDRESS
NCDENR/DWR/Water Permitting Section
Wastewater Branch—PERCS Unit
1617 Mail Service Center
Raleigh, NC 27699
DWR Use Only
Flow fiom this project is tributary to:NCO041696

i
CERTIFICATION
I
Permittee: Town of Valdese Permit No.WQ0036684
Project: John Berry Road/Lake Rhodiss SD(Mains) Issue Date: October 11",2013
!
I
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 hiahiv recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
I
NOTE: If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restr!Gtions, and BVIaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
PERMITTEE'S CERTIFICATION
I
I, 7,";7AP" tG x4ese 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 a my'ttee, and he Permittee is prepared to operate &
m`ain�tai e wastewater collection system permitted her fi ' nnss reof.
/URC/7C LP ° /
Printed Name, Title ig ure Date
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.
ENGINEER'S CERTIFICATION
❑ Partial Final
I, 6 r �n,it 7�/v J as a duly registered Professional Engineer in the State of North Carolina,
having'b en authorized to observe(�J-periodically, ❑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 following construction: approximately 6,220 linear feet of 2-inch pressure sewer, approximately 1,390 linear
feet of 3-inch pressure sewer,and approximately 4,486 linear feet of 4-inch pressure sewer to serve 117 three-
bedroom single family residential units as part of the John Berry Road/Lake Rhodhiss Subdivision project,and the
discharge of 42,120 gallons per day of collected domestic wastewater into the Town of Valdese's existing
sewerage system, and in conformity with the project plans, specifications, and other supporting documents
subsequently filed and approved, I certify that the construction of the above referenced project was observed to
be built within substantial compliance and intent of the approved plans and specifications.
North Carolina Professional Engineer's c
Seal,sign etVT Apd date:
ca,
LESS�°SSSgF�?s&k JUL — 9 2014
SEND THIS FORMA SUPPORTING DOCUMENTATION
SEAL a i TO THE FOLLOWING ADDRESS
�t)757 •�
ENR/ WR/Water Permitting Section
astewater Branch—PERCS Unit
sw pQ` 1617 Mail Service Center
�.
oll$ Raleigh, NC 27699
,s
l
D WR Use Only
Flow b-om this project is tributary to:NCO041696
i

A
0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
July 7, 2014
MEMORANDUM
TO: Asheville Regional Office, Water Quality Section
FROM: Michael Leggett, P.E.
PERCS Unit
SUBJECT: Engineer's Certification for Standard/Alternative Sewer Extension Permit
The attached engineer's certification was received by the central office. Note that the associated
permit was issued by the central office, and the received date for the certification has been
entered into BIMS. A copy of the completed certification is attached for your records.
I
JUL - 9 2014
I s
i
enclosures: engineer's certification page
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 1�rOne 1
Phone:[phone] FAX:[phone] l v OrthCarolina
Internet:www.ncwatercualitv.orc iy ff, //
An Equal Opportunity l Affirmative Action Employer iat,1yi�110f i

d�44C�G�3 O[� 4G�3LaL�]�[��u 4Qd
SITE
TO NCDENR/Asheville Regional Office \
2090 US Highway 70
Swannanda, NC 28778
DATE 19-Mar-09 JOB NO. 2700 SOLUTIONS
ATTENTION Roger C. Edwards 2 3 2 0
W.Morehead Street
RE: East Burke High School Charlotte,NC 28208
Valdese, North Carolina
P 704.521.9880 F 704.521.8955
www sitesolutionsoa.com
WE ARE SENDING YOU ❑� Attached ❑under separate cover via us Mall the following items.
❑Shop drawings ❑Prints ❑� Plans ❑Samples ❑Specifications
El Copy of letter El Change order ❑� Engineering Certification _ —_ --.—__—___..
COPIES DATE NO. DESCRIPTION
1 18-Mar-09 1 Gravity Sewer Construction As-built Plans[Sht.No. PROF-Ell]-signed/sealed bond copy --
1 18-Mar-09 2 Engineering Certification-Post Construction-signed/sealed original
THESE ARE TRANSMITTED as checked below:
❑' For approval ❑Approved as submitted ❑Resubmit copies for approval
❑For your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return _ __, corrected prints
❑Far review and comment ❑ — --- --------
REMARKS _ -------- --------
Roger, enclosed is the required information in order to"close out"this project. , -
Respectfully submitted. r n
r,
t
COPY TO: B. Cannella[SS] SIGNED: Dave Rector, PE
ptl - «v.

Permit No W00029432 Burke County Schools East Burk High School Burke Co my October 21 2005
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
2,736 linear feet of 8-inch gravity sewer to serve East Burke High School
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings(plan &profile views of sewer lines)of the wastewater collection
system extension
• 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
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
,�r b I] Partial R�Final
1. 1 /I^�i��7 1• MVt a my registered Professional Engineer in the State of North Carolina, having
been authorized to observe (4periodically, ❑ weekly, ❑ full time)the construction of the above referenced
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 2H .0200; the Division of Water Quality'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.
r"
North Carolina Professional Engineer's
seal, signature, and date:
aRnm a m/nn//,,, r;
♦ N/, ......
SEND THIS FORM &SUPPO;RTING CUMENTATION
_ Sf.0 WITH REQUfRED ATTACHMENTS TO THE FOLLO ING ADDRESS
w - ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
pAUL RFG° ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
.�j�LQ•. /� /A SWANNANOA, NC 28778
..............................................I..................................`....................
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.

WEST CONSULTANTS, PLLC LETTER OF
Consulting Engineers
4 South Sterling Street TRANSMITTAL
Morganton, North Carolina 28655 �I
Phone [phone] Fax [phone]
JOB NUMBER/PHONE DATE
TO NCDENR - DWQ (Asheville) O `51 V 1/25/2008
2090 US Highway 70 ATTENTION
Swannanoa NC 28778 Surface WAter Protection Supervisor
RE:
Town of Valdese, NC - Cottian Way
Subdivision
(Client: Metcalf Builders)
WE ARE SENDING YOU X Attached Under separate cover via the following items.
Shop drawings Prints Plans Specifications Samples
Copy of letter Change order Other:
COPIES DATE NUMBER DESCRIPTION
1 Engineering Certification, WQ0024802
1 As-Built Drawing
DEC - 1 200
WATER QUALITY SECTIO
ASHEYILLE REGIONAL OFFI
THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
X As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS
Lot>es
COPYTO SIGNED
If enclosures are not as noted,please notify us at once.
t9 PRODUCT 131270 USE WITH 7710 ENVELOPE NEBS TO Reorder:1-800-225-6380 or WWWAebs.com PRINTED IN U.S.A. A

PERMIT NO W00024802 Town of Valdese Cottian Way Subdivision Burke County PFB 1 2005
ENGINEERING CERTIFICATION — POST CONSTRUCT #_V
System Description: Permit No. WQ0024802
Town of Valdese i L I DEC - 1 2008
Cottian Way Subdivision L
Wastewater Collection System Extensior WATER QUALITY SECTION
Burke County ASHEVILLE REGIONAL OFFICE
Complete and submit this form to the Asheville regional office with the following:.
• One copy of the project record drawings (plan &profile views of sewer lines)of the wastewater c le ion
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storag ortable
generator(s)or storage greater than longest past three year outage reliability option selected)for an ump
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
modifrcabonsarereouiredrtor-any-chaMeg resulfirig imnon—cbmohance wifh�s oermif regulations or
minimum design criteria
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial inal
I, n�awa ­11ho re5 as a ly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ( periodically, ❑ weekly, ❑full time)the construction of the above referenced
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 2H .0200;the Division of Water Quality'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:
......................................................................................................
cn.9'S2 Ra,>an,.
`f SEND THIS FORM &SUPPORTING DOCUMENTATION
Fm 4
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
f
FORREST R.WESTALL
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
,�f g 2090 US HIGHWAY 70
SWANNANOA,NC 28778
....................................................................................................
The P e r m I t I a a 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.

PERMIT NO WQ0024802, Town of Valdese. Cottien Way Subdivision Burke County FEB 1 200E
— Any process uniffailure,due to known or unknown reasons, that renders the facility incapable
t of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition I(2), Part II of Form CS-SSO (or the most current
-------Division roved_form so-be-com feted-te-show-that-the-Ss -------
- RR scan-_al P �-was-beyond-eontraf
Permit issued this the FIRST DAY OF FEBRUARY, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
or Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024802
{
-I
3

aF NP ATFq Michael F.Easley,Governor
Q
° William G.Ross Jr.,Secretary
r- North Carolina Department of Environment and Natural Resources
Coleen li Sulhns,�Director
D"bisrR t of Water Quality
February 22,2003 l
FEB 2 7 2008
Mr. Chip Knight, Vice President
The Settings of Lake Rhodhiss, LLC. " r:`I,"' 'LITv cu
PO Box 640 wn W�'
Black Mountain, North Carolina 28711
Subject: Permit No. WQ0032477
Low pressure Sewer, Pump Station,
and Force Main
The Settings of Lake Rhodhiss
Burke County
Dear Mr. Chip Knight:
In accordance with your Permit application received on November 14, 2007, and additional information
received by the Division,we are forwarding herewith Permit No. WQ0032477 dated February 22, 2008
to The Settings of Lake Rhodhiss, LLC, for the construction and operation of the subject wastewater
collection system.
This Permit shall be effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this 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 a written petition, conforming to Chapter
150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Construction Grants & Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One set of approved plans and specifications is being forwarded to you.
NorthCarolina
�l1CllC(T���
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Internet: www.ncwateraualiN.oru 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50%Recycled/1 0%Post Consumer Paper

6
Mr. Chip Knight
February 22, 2008
Page 2
If you need additional information concerning this matter, please contact Adrian Eaton at(919)
715-3283 or Ken Pohlig, Ph.D.,P.E., Acting Supervisor at [phone].
Sincerely, y
Coleen H. Sullins
I
ae/lcp
cc: Burke County Health Department
Ken Pohlig, Ph.D., P.E., Acting Supervisor
Daniel M. Blaisdell P.E.
Adrian Eaton
Asheville Regional Office,Water Quality Section (Permit WQ0032477)
Marty Kocot, P.E., LandDesign, Inc., One Page Avenue, Suite 220, Asheville, NC 28801
Permit Application File WQ0032477

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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 SETTINGS OF LAKE RHODHISS, LLC
Burke County
FOR THE
construction and operation of approximately of 7,804 linear feet of 2-inch pressure sewer pipe,
3,958 linear feet of 3-inch pressure sewer pipe, 3,439 linear feet of 4-inch pressure sewer pipe,
1,354 linear feet of 5-inch pressure sewer pipe, 3,133 linear feet of 6-inch pressure sewer pipe,
5,480 linear feet of 8-inch pressure sewer pipe, a pressure sewer collection system consisting of
205 simplex pump stations serving 204 residential lots and one guard house, one duplex pump
station, on-site audible and visual high water alarms, auto dialer, back up portable generator, to
serve the Clubhouse, one duplex intermediate 400GPM pump station, auto dialer, odor control
unit, on-site emergency generator, on-site audible and visual high water alarms, 5,455 linear feet
of 8-inch force main, as a part_of The Settings of Lake Rhodhiss, and the;discharge of 78,940
GPD of collected wastewater into the Town of Valdese Lake Rhodhiss`WWTF(NC0041690
pursuant to the application received on November 14, 2007, and subsequent additional
information received by the Division, and in conformity with the project plans, specifications,
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 following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 by 15A NCAC 2T
.0400. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2T .0400:

Mr. Chip Knight
Permit No. W00032477
February 22, 2008 --_
Page 2
(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 actively maintained.
(c) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response shall
be developed and implemented.
p P
(d) Pump stations that are not connected to a telemetry system(i.e., remote alarm system)
shall be inspected by the permittee or its representative 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.
1 (e) High-priority sewers shall be inspected by the permittee or its representative at least
once every six-months and inspections are documented.
(f) A general observation by the permittee or its representative 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 02B .0506(a), and public notice shall be provided as
required by G.S. 143-215.1 C.
(h) A Grease Control Program shall be established as follows:
(i) For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of educational materials for both
commercial and residential users and the legal means to require grease
interceptors for new construction and retrofit, if necessary, of grease
interceptors at existing establishments. The plan shall 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.
1 (ii) 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.
1 (iii) Grease education materials shall be distributed more often than required in
Parts (i) and (ii) of this Subparagraph if necessary to prevent grease-related
sanitary sewer overflows.
(i) Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.
(j) Dociunentation shall be kept for Subparagraphs (a) through (i) for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
4. The sewage and wastewater collected by this system shall be treated in the Town of Valdese,
Lake Rhodhiss WWTF (NC0041696) existing sewerage system prior to being discharged
into the receiving stream.

Mr. Chip Knight
Permit No. W00032477
February 22,2008
Page 3
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main 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. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the wastewater collection facilities.
8. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track farther construction
approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Construction Grants & Loans
Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's
Certification Form is attached.)
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) having jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in
15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. The Pernittee shall provide for the pump station and force main the following items:
(a) Pump Station Reliability:
(i) Pump stations, except when exempted by Subparagraph 0)(2) of 15A NCAC
02T.0305, shall be designed with multiple pumps such that peak flow can be
pumped with the largest pump out of service.
(ii) A standby power source or pump is required at all pump stations except for
those pump stations subject to Subparagraph 0)(2) of 15A NCAC 02T.0305.
Controls shall be provided to automatically activate the standby source and
signal an alarm condition.

Mr. Chip Knight
Permit No. WQ0032477
February 22,_2008_ - -- ---- ---- --- - - -- --------- --
Page 4
(iii) As an alternative to Part (ii) for pump stations with an average daily design
flow less than 15,000 gallons per day as calculated using 15A NCAC
02T.0114, a
(iv) portable power source or pumping capability may be utilized. It shall be
demonstrated to the Division that the portable source is owned or contracted
by the permittee 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 timeframes, shall be provided in the
case of a multiple station power outage.
(iv) As an alternative to Part(ii) for pump or vacuum stations connecting a single building
1 to an alternative sewer system, wet well storage requirements shall be documented to
provide 24-hours worth of wastewater storage or, exceed the greatest power outage
over the last three years or the documented response time to replace a failed pump,
whichever is greater. Documentation shall be required pursuant to the permit
application.
(v) All pump stations designed for two pumps or more shall have a telemetry
system to provide remote notification of a problem condition to include power
failure and high water alarm.
(vi) High water audio and visual alarm.
(b) Pump stations shall have a permanent weatherproof sign stating the pump station
identifier, 24-hour emergency number and instructions to call in case of emergency.
Simplex pump or vacuum stations serving a single-family residence shall have a
placard or sticker placed inside the control panel with a 24-hour emergency contact
number.
(c) Screened vents for all wet wells.
(d) The public shall be restricted access to the site and equipment.
(e) Air relief valves shall be provided at all high points along force mains where the
vertical distance exceeds ten feet.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those that may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North Carolina
Sedimentation Pollution Control Act.
14. If applicable, the Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and is made a condition
of this Permit. Noncompliance with the terms of the Operational Agreement may
subject the Permittee to an enforcement action by the Division in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C. A copy of the Articles of
Incorporation, Declarations, and Bylaws that have been properly filed shall be
submitted with the engineer's certification prior to operation.

Mr. Chip Knight
Permit No. WQ0032477
February 22, 2008
Page 5
15. Any abandoning of the existing facilities must be done in accordance with the requirements
of the Division of Water Quality's Asheville Regional Office.
16. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Asheville 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
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 Part I of Form CS-SSO (or the most current Division
approved form), within five days following first knowledge of the occurrence. This
report shall outline the actions taken or proposed to ensure that the problem does not
recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control.
17. The Peimittee shall maintain on hand for immediate installation a supply of spare, fully
operational pump units of each type used in the pressure sewer system. The number of
pumps on hand shall not be less than 10 percent of the number of installed units or one unit,
whichever is greater.
18. Each pump station shall be clearly and conspicuously posted with the telephone number of
the owner/operator of the pressure sewer system and instructions to call the number in the
event of high water alarm activation.
19. Pursuant to a request for variance dated January 25th, 2008, a simplex pump station in lieu of
a duplex pump station due to the low flow of 100 GPD will be installed at the Guard House.
20.No flow shall be made tributary from the subject sewer system permitted herein until the
receiving downstream main pump station and force main listed in this permit, and the
secondary receiving downstream main pump station and force main permitted under
WQ0032423 have been constructed and the engineer's certification has been received by the
Division of Water Quality.

Mr. Chip Knight
Permit No. W00032477
February 22,-2008------- --- - _— ------ ------------ ----
Page 6
Permit issued this the 22nd Day of February 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. WQ0032477
it
-1

Mr. Chip Knight
Permit No. WQ0032477
Issued February 22, 2008
ENGINEER'S CERTIFICATION
I, as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the low pressure sewer collection system serving The Settings of Lake Rhodhiss
Subdivision, located in Burke County, hereby state that to the best of my abilities, due care and
diligence was used in the observation of the following construction:
approximately of 7,804 linear feet of 2-inch pressure sewer pipe, 3,958 linear feet of 3-inch
pressure sewer pipe, 3,439 linear feet of 4-inch pressure sewer pipe, 1,354 linear feet of 5-inch
pressure sewer pipe, 3,133 linear feet of 6-inch pressure sewer pipe, 5,480 linear feet of 8-inch
pressure sewer pipe, a pressure sewer collection system consisting of 205 simplex pump stations
serving 204 residential lots and one guard house, one duplex pump station, on-site audible and
visual high water alarms, auto dialer,back up portable generator, to serve the Clubhouse, one
duplex intermediate 400GPM pump station, auto dialer, odor control unit, on-site emergency
generator, on-site audible and visual high water alarms, 5,455 linear feet of 8-inch force main as
a part of The Settings of Lake Rhodhiss Subdivision, and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
Mail this Certification to: DENR/DWQ
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh,North Carolina 27699-1633.
Note: If the wastewater collection permit was issued to a private entity under an
Operational Agreement with the Environmental Management Commission, then a
copy of the Articles of Incorporation, Declarations, and Bylaws that have been
properly filed with the applicable County's Register of Deeds shall be submitted
with this certification.

Section I
STATE OF NORTH CAROLINA 6005086 Application 10/99
COUNTY OF Burke Permit No.
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 21th day of
September 2007, by and between the North Carolina Environmental Management Commission, an agency of
the State of North Carolina, hereinafter known as the COMMISSION; and The Settings of Lake Rhodhiss,
LLC a Limited Liability Company/general partnership registered/licensed to do business in the State of
North Carolina, hereinafter known as the DEVELOPER.
W ITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Burke County, upon which it is erecting and
will erect dwelling units and other improvements, said development to be known as The Settings of
Lake Rhodhiss (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater
treatment works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage
disposal to serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the The Settings of Lake Rhodhiss Homeowners Association (hereinafter Association)
a non-profit corporation organized and existing under and by the virtue of the laws of the State of North
Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re-constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re-construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect
the quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 09/05 Page 1 of 2
GA6005086\Docs\Permit Forms\NCDENR-Pressure Sewer\Application 10 99\Section 1\6005086 Operational Agreement.doc

Section I
6005086 Application 10/99
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
--- appurtenances-thereto-are-part-of the common-elem-ents-and-strall-thereafterhe-properly-maintained and---
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the
highest priority for expenditures by the Association except for Federal, State, and local taxes and
insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain or construct the Disposal System, beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out
of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for
the facility and shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide
for special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made
as necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause
the existing and future wastewater of the Development to be accepted and discharged into said
governmental system, and shall convey or transfer as much of the Disposal System and such necessary
easements as the governmental unit may require as condition of accepting the Development's
wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of
1, any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair
and operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named
below:
FOR THE ENVIRONMENTAL The Settings of Lake Rhodhiss, LLC
MANAGEMENT COMMISSION Name V LOPE
_�'/'!- !✓� -GEC-.tX ,-___--------
oleen H.'Sullins, Director ignatu
Division of Water Quality
I� Chip Knight: Vice President of Development&Acquisitions
Print Name and Title
-� s - ® €� q . ��. a�
(Date) (Date)
FORM: DEV 09/05 Page 2 of 2
GA6005086\Docs\Permit Forms\NCDENR-Pressure Sewer\Applicatlon 10 99\Section 1\6005086 Operational Agreement.doc

a�
F WATE
�O RQ Michael F.Easley,Governor
M William G.Ross Jr.,Secretary
r^ North Carolina Department of Environment and Natural Resources
} 1
00
p ,,CQlepn H.Sullins,,Director,
Division of Water Quality
r
January 17, 2008 �t
JA N 2 2 2008 J
Mr. Chip Knight
The Settings at Lake Rhodhiss, LLC WATER
AG Nf-VIL.I
PO Box 640 /, 1=E.-
Black Mountain, North Carolina 28711
SUBJECT: Request for Additional Information
The Settings at Lake Rhodhiss, LLC
Pp Tes-WQO
Brunswick Count
Dear Mr. Knight:
A review of the plans and specifications in support of the permit application package has
been completed by the Construction Grants and Loans Section (CG&L). The comments
resulting from this review are being transmitted directly to your engineer for clarification and
resolution; a copy is attached for your reference. Our goal is to issue the Wastewater Collection
Permit as soon as possible. If a complete response is not received within 30 days, the application
and supporting information will be returned.
Upon receipt of satisfactory responses from your engineer to our comments, the review of
the plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact Adrian Eaton, State Project Review Engineer, at [phone].
Sincerely,
Cecil G. Madden, Jr., P.E., Supervisor
Construction Grants and Loans Section
Design Management Unit
Ae/dr
Attachment
Cc: Marty Kocot, P.E., LandDesign Inc, One Page Ave., Suite 220, Asheville,NC 28801
DWQ Asheville Regional Office (Permit WQ0032477)
Cecil G. Madden Jr., P.E.
Daniel Blaisdell, P.E.
Adrian Eaton
Permit Application File WQ0032477
Construction Grants and Loans Section One th 1
1633 Mail Service Center Raleigh NC 27699.1633 NOrCar011na
Phone:[phone]/FAX:[phone]/Internet:www,nccgi.net J�j� /'/
An Fnual Onnnaunity/Affirmative Action Emnlover-50%Rer tHp.d/10%Post Cnnsumer Paner Natu al`,i/

Construction Grants & Loans Section
Design Management Unit
Brunswick County
The Settings at Lake Rhodhiss
Permit No. WQ0032477
Request for Additional Information
General
1. Provide a variance request for the guard house to use a simplex pump station in lieu of a
duplex pump station. Supporting data must be provided along with the request.
2. The original PSSA 10/99 submittal omitted a part of the application. Part II question 4 is
missing. Please provide a re-submittal of the PSSA 10/99 that includes this part.
3. Provide a letter that is signed, dated, and sealed stating that the entire project is outside
the 100-year flood elevation.
4. Provide a letter that is signed, dated, and sealed stating that the entire project does not
have any wet land or stream crossings.
5. The buffers used for the set-back distance is 30-feet from a stream, and 50-feet from the
lake. Please clarify.
6. Provide information on the "outfitter store"shown on the plan sheets. The low pressure
sewer modeling used the "outfitter store"as PMP-16. If this is a store, a variance request
must be submitted to use a simplex pump station in lieu of a duplex pump station.
Supporting data must be provided along with the request.
Calculations:
1. Provide the downstream calculation analysis for the proposed pump station's 8-inch FM
that is tributary to an existing Pump Station. Provide verification that the existing receiving
pump station has the capacity to handle the additional flow, and still maintain the 2-8
cycles/hr.
2. The submittal for the downstream evaluation states that the proposed pump station
discharges into a 48-inch gravity outfall. Please provide clarification.
3. The low pressure sewer modeling uses 17 pumps in the model submitted. The PMP-14 is
shown to be operating at a low head of 21.95-feet. The corresponding pump curve states
not to operate pumps lower than"cut-off', and details a dashed line at the bottom of the
curve that is above 21.95-feet. Please clarify.
4. Provide the modeling using the club house pump station as one of the 17 pumps on, and
provide the resulting hydraulic data.
1

5. Provide the buoyancy calculations for the simplex, duplex, and main lift stations.
---
6. The reliability for th—e clnlihoiise duplex pump must either have 24hrs of storage or provide— —
a back up portable generator. If the generator is the option of choice, then also provide a
pump down schedule.
Specifications
I. Include the specification that a 24-hour emergency name and number placard be affixed to
all pump station control boxes.
2. Include in the specifications that 10% spare pumps will be delivered to the owner.
Plans
I. With regards to all the profile plan sheets, the minimum separation for sewer over storm
pipe is 24-inches. What is shown on all the plan sheets is 12-inchs. Please clarify.
1 Provide a detail of the receiving MH. Show inverts in and out. Provide engineering
2. Prov g g g
calculations showing that the MH is sized correctly.
3. Provide of the pump stations wet well ventilation pipes. It is recommended that the screen
be made from an anti-corrosive material.
4. Provide a detail for the odor control system.
5. Provide a detail for the yard hydrant showing the necessary check valves.
6. Provide a table layout showing all the lots wet well lid elevations, type of pump to be used,
and pump on elevation.
l
2

A A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor RECEIVED Secretary
Division of Water Resources
August 4, 2014
AUG - 7 2014
Mr. Jeff Morse, Town Manager
Town of Valdese
PO Box 339 Waters allty Asheville
Region Operations
Asheville Regional Office
Valdese, North Carolina 28690
SUBJECT: Engineering Report Approval
Town of Valdese
Sewer System 1/I Improvements
Project No.: CS370396-08
Dear Mr. Morse:
The Division of Water Infrastructure has completed its review of the subject engineering report
for Town of Valdese Sewer System 1/1 Improvements. The proposed project includes, (1) conducting
above-ground inspection of approximately 197 manholes; (2) cleaning, CCTV, and assessing the
condition of approximately 4,000 linear feet(LF) of gravity lines; (3)as a result of the I/I study,
cleaning, and condition assessment, relining of approximately 2,131 LF of 8-inch gravity sewer with
CIPP, replacing approximately 210 LF of 8-inch gravity sewer with 8-inch PVC pipe, and completing
approximately two spot repairs; (4)rehabilitating approximately 116 manholes; (5) repairing
approximately five cleanouts and service laterals; (6) repairing an abandoned industrial plant connection
to existing sewer within the Town's easement; (7) disconnecting storm/abandoned sewer lines; and
(8)plugging the existing flume at the abandoned WWTP.
The subject engineering report Town of Valdese Sewer System 1/I Improvements is hereby
approved.
In accordance with G.S. 120-157.1 through 157.9, enacted on June 24, 2011, local government
units with projects that require debt to be issued greater than $1,000,000 that must go before the Local
Government Commission must submit a letter to Committee Chairs, Committee Assistant, and the Fiscal
Research Division of the General Assembly at least 45 days prior to presentation before the Local
Government Commission. You are responsible for submitting this letter. Additionally, a copy should
be submitted to Mark Hubbard of the Project Management Branch upon receipt of this approval letter.
Please note that the milestones below must be met to maintain assurance of funding under the
Clean Water State Revolving Fund (CWSRF). In the event that any of these milestones are not met, you
must reapply under the new, competitive priority system if you wish to seek CWSRF funding for this
Division of Water Infrastructure
1633 Mail Service Center,Raleigh,North Carolina 27699-1633
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] Internet: hftp://podal.ncdenr.org/web/wi/home
An Equal Opportunity Allimtive Action Employer

Mr. Jeff Morse, Town Manager
August 4, 2014
Page 2 of 2
project. We will be accepting applications twice per year, and projects will be funded based on priority
and availability of funds.
Bid and Design Package must be submitted by: May 1, 2015
Bid and Design Package must be completed by: September 1, 2015
Division of Water Infrastructure's Authority to Award must be January 4, 2016
issued by:
I
Construction contracts) must be executed by: February 1, 2016
If you have any questions concerning this matter, please contact Kavitha Ambikadevi, P.E., of
our staff at(919)707-9163.
Sincerel
Kim H. Colson, P.E., Director
Division of Water Infrastructure
ka
cc: Benjamin Thomas, P.E.,West Consultants PLLC
DWR Asheville Regional Office
Jennifer M. Haynie, FEU Supervisor
Susan C. Kubacki
FEU/SRF
i
1

Determination of Minor Construction Activity
North Carolina Division of Water Infrastructure
Project Applicant: Town of Valdese
Date: August 4, 2014
Project Number: CS37O396-08
Estimated Project Cost: $291,635
Estimated Funding Amount: $285,917
Project Description: The proposed project is the third phase of a project to reduce inflow/
infiltration(I/I) in the Town's collection system. The project will include the following work:
(1) rehabilitation of approximately 116 manholes; (2) repair of approximately five cleanout and
service laterals; (3) assessment of the condition of approximately 4,000 linear feet(l.f.) of
gravity lines by CCTV and cleaning ; (4) as a result of the I/I study, cleaning, and condition
assessment, rehabilitation of approximately 2,131 linear feet l.f. of 8-inch gravity sewer by CIPP
replacement of approximately 2101.f. of 8-inch gravity sewer with 8-inch PVC, and
approximately two spot repairs; (5) repair of the abandoned industrial plant connection to
existing sewer within the Town's easement; (6) disconnection of storm/abandoned sewer lines
that have indirect connection to existing gravity sewers;(7)the plugging or covering of the
existing flume at the abandoned wastewater treatment plant; (8) identification of inflow sources
through above-ground assessment of approximately 197 manholes.
The above named applicant intends to apply for assistance from the State Revolving Fund
program to construct the wastewater facilities described above. The North Carolina Division of
Water Infrastructure(DWI)has conducted a review of the project in accordance with the
procedures (NCAC 15A Subchapter 1C) for conformance with the North Carolina
Environmental Policy Act. The DWI has determined that this project is below the minor
construction activities threshold outlined in 15A NCAC 01C .0408; therefore, the project is
exempt from inter-agency review, and the preparation of additional environmental documents is
not required.
This determination shall become effective upon its distribution by DWI and will be available on
the DWI Infrastructure Finance Section's website (http://portal.ncdenr.ora/web/wn/ifs/er/fonsis).
This determination can be revoked at any time adverse information is made available. The
documentation to support this decision will be on file with the North Carolina Department of
Environment and Natural Resources,Division of Water Infrastructure, Infrastructure Finance
Section, and is available for public scrutiny upon request.

1 Comments concerning this decision mav be addressed to Ms.Jennifer Haynie Facilities
i
Evaluation Unit, Infrastructure Finance Section,Division of Water Infrastructure, 1633 Mail
Service Center, Raleigh, North Carolina 27699, or she can be reached by phone at
[phone].
Sincerely,
V-
Kim H. Colson, P.E., Director
Division of Water Infrastructure
1

1`IC ERAR
North Carolina Department of t nvir6nment and Natural Resources
Pat McCrory John E. Skvada,'III
Governor Secretary
June 20, 2014
Mr.Jeff Morse,Town Manager
Town of Valdese
. P4 Box 334
' Valdese, North Carolina 28640
SUBJECT: Review Comments
Town of Valdese
Valdese Sewer System 1/I Improvements
Project No.: CS370346-08
Dear Mr.Morsel
Division of Water Infrastructure has completed its technical and environmental review of the
subject Town of Valdese Sewer System In Improvements Project: A copy of the comments resulting
from this review is attached for your reference. These comments are also being sent directly to your
consulting engineer,West Consultants,PLLC,, Inc., by copy of this letter. Three copies of a revised
engineering-report that incorporates responses to these comments shouild be submitted For our
review and approval by July 21,2014.Failure to submit by this date way result in loss of funding.
Providing thorough and complete responses to these review comments in a timely manner is necessary
to avoid delays of the project approval.
Division of Water Infrastructure
1633 Mail Service Carter,Raleigh;North Carolina 27609.1633
Location:612 N.Salisbury St.Raleigh,Nash Carolina V604
Phone:[phone] internal: httpatpodal.naleocorghvab7w4irnme
AnErpiel OppmviylAAi=Vva Adfm Employer..
i

Mr.Jeff Morse, Town Manager
June20,2014
- P -- --age3'wo ---- ---- — -- T
If you have any questions concerning environmental issues for this matter, please contact Susan
C. Kubacki of our staff at(919)707-9181. If you have any questions concerning the technical review
issues,please contact Kavitha Ambikadevi,P.E. at(919)707-9163. You may also contact me at(919)
707-9173.
Sincerely,
Jennifer M.Haynie, Supervisor
Facilities Evaluation Unit
ka
Attachment(all ec's)
cc: Benjamin Thomas,P.E.,West Consultants,PLLC, Morganton NC
DW(t Asheville Regional Office
Kavitha Ambikadevi,P.E.
Susan Kubacki
FEU/SRF
i

Technical Review Comments
Engineering Report for tire
Sewer System I/I improvements
Town of Valdese,NC'
Project No.: CS370306-08
June 20,2014
I
Note: Please provide a response to all comments on a"comment for comment"basis. Where
appropriate, add or revise narrative in the text of the engineering report/environmental
information document(ERMII3)that addresses the issues discussed in the comments. In
addition,the comments and responses may be included as a part of the ER/EID(e.g. in an
Appendix). A copy of the guidelines for the preparation ERs/EIDs can be found at:
http://portal.nedenr,org/web/wi/er-aril-gid information-2014
i
I. Section 1.0 Executive Summary: The paragraph(Page 5)that discusses the projects
impact on user rate increase seems to be incorrect.Discuss this impact as a percentage
increase in the user fees and/or as;a percentage of Mean Household Income(MITI)before
and after the project.
I
I
H. Section 2.0 Current Situation:Table 2.1.3°Collection System Issues Description: It
appears that sanitary sewer overflow(SSO)occurred at the Cline Ave.pump station in
2013. Current condition;capacity,type and age of this pump station is not discussed in
the report.It is understood that this pump station is not identifie&to be rehabilitated as
part of the proposed project. Since the project targets l/I in the Cline Ave Pump Station,
sewershed provide an overview of the pump station to help emphasize the efficacy of the`
(
project.
III. Section 4.0 Need and Purpose:Table 4.1 Need and Purpose: It appears that the overall
goal of the project is to minimize the hydraulic loading at Cline Ave, Pump Station.
However,it's not clear if the pump station itself is in good condition. If future Pump
Station upgradolimprovements,are anticipated, please state so and include a projected
time frame to complete the pump station project.
IV. Section 5.0 Alternatives Analysis
I. Table 5.1 2 Alternatives Description—Rehabilitation Only: No information is
provided in the Description cell regarding the length and diameter of the pipe that will
be rehabilitated. Revise this cell to include this information:
2. Table 5.13 Alternatives Description--Replacement: No information is provided in
the Description cell regarding the length and diameter of the pipe that will be
replaced. Revise this cell to include this information.
Page I of 3
Al
� 4
�: I

3. Table 5.1.4 Alternatives Description—Preferred Alternative
a. Preferred Alternative:It is not clear if the results from approximately 197
manhole inspections and 4,000 L.F of CCTV inspection and cleaning of gravity
lines will be used to identify/confirm proposed rehabilitation of II I manholes and
2406 LF of pipe rehab/replacement. If they will,list finding and fixing activities
next to each other and make it clear that the proposed quantities are based on
estimates and may be refined after manhole inspections and CCTV.
b, No figure number was provided.Please include the figure number for the
preferred alternative in the appropriate cell and refer to that figure in the
description.
4. Section5.2.21: Capital Costs,p oss
_
a. This table lists approximately 5,000 L.F of CCTV inspection and cleaning.,
However,other sections of the report list approximately 4,000 LY of CCTV
inspection and cleaning; Correct the discrepancy and make sure the quantities are
consistent throughout the report.
b. The two percent CWSRF closing fee is not shown separately in the capital cost
estimates, Since this cost is not eligible for funding,please show this,as a separate
line item. Discuss how the Town is planning to pay this closing fee outside of the
loan(for example state the closing fee of$5,718.34 will be paid using the
water/sewer.enterpnse fund),
c. Generally, a construction contingency of ten percent is applied to the construction
costs during the preliminary cost estimates.However,this table shows only eight
P e
percent contingency.enc: .Adjust cost estimates to account for ten percent of
J
construction contingency or provide justification for the use of eight percent
contingency.
V. Additional Information (no response needed) r
1. A completed checklist must be submitted with the revised ER/EID. It can be found
r at: httR://portal.ricdenr.org/web/wifer-and-eid-information-20124.
is
2. Please note that approval of the ER does not constitute approval of sole source
procurement. Plaits and specifications must comply with N. C. General Statutes
Chapter;133, Section 4,prior to their approval.
3. The owner and consulting engineer should be advised that after approval of the ER,
there are several construction project permits, approvals,certifications,etc. that trust "
be obtained before the project plans and specifications can be approved and the
project be advertised for bids.Therefore, it is strongly recommended that preliminary
work to obtain the following items,if applicable,begin as soon as possible:
a. Sedimentation and Erosion Control Permit from the Division of Land Quality or a
letter from them stating that no permit is required for this project.
Page 2 of 3

b. 401 Water Quality Certification and,Army Corps of Engineers' 404 Permit for all
stream crossings, or letters from the Army Corps Pf Engineers and from the
Wetlands 401 Certification Unit stating that none is required for this project.
c. A reasonable subsurface investigation must be made available to the contractor. If
it is not included in the specifications,the specifications must advise where a copy
of the report can be observed.
i
.Page 3 of 3

Environmental Review Comments
Environmental;Information Document for the
Sever S'stem III Improvements
se' C
'Valdese,N
Project No.: CS370396.08
June 20,2014
I. General: Throughout Section 6,the tables do not appear to include impacts and
associated mitigation for the sewer replacement portion of the project. Note that all
impacts must be discussed, even those that are temporary and(or located in easements. In
a particular,Tables 6.1.1, 6.2.1,6.6.1, 6:7.1,and 6.8.1 need to be revised to include
impacts'such as land disturbance and mitigation such as erosion control;
II. 5.0 Alternatves Analysis: The environmental impact description must briefly
summarize the impacts that would be associated with the alternative. In Tables 5.1.2 and
5.1.3 the description compares the impacts
ts to thepr
eferred alternativebu
t does not
describe what the actual impacts. Revise these tables to include a brief summary of the
environmental impacts that would be anticipated for those alternatives.:
III. Table 6.5.1 Forest Resources: Please note that maintained rights-of-way may become
wildlife habitat in the form of grasses, If this is the case for this project,please update the
wildlife habitat cell to include a brief discussion of this habitat,
IV. Table 6.8.1 Shellfish.Fish,and Their habitats: The existing conditions section does
not identify specific species. Per Section 12.2.9.1,expand the discussion existing
conditions to identify specific species present in the area streams. A complete list of all
species is not necessary,but identification of a few specific species provides'better
p y
r.
characterization of the type of aquatic habitat present'and potentially impacted.
V. Table 6.11.1 Areas of Archaeological of FIrstorical Value. Consider whether the
identified resources will be impacted:by'increased noise and air emissions. Additionally,'
note whether or not access to these facilities may be impacted. Revise the discussion of
impacts and mitigative measures;as needed.
VI. Table 6.12.1 Air Quatily
11 No sources of emissions in the,project area are listed. Per Section 1.2.2.13.1 of the
guidance,please update the Existing Conditions cell to include this information.
2. Consider whether additional mitigation will be implemented,such as emission
controls on construction equipment;and revise the mitigative measures table as
needed,
page 1 of 2
t , . .

VU. Table 6.13.1 Noise Levels: Other than limiting construction hours,no other information
is provided regarding mitigation of noise impacts. tf other mitigative measures will be
utilized, such as mufflers on equipment,please revise the cell to include this information.
'III. Table 6161 Mitigative Measures: Revise the table as needed to reflect any changes
made to resource category tables in response to the preceding comments.
,
C
i
f
Page 2 of 2

Enviromnental Scoping-Town of Valdese
Subject: Environmental Scoping-Town of Valdese
From: Roy Davis <[e-mail]>
Date: Thu, 02 Nov 2006 16:11:10 -0500
To: [e-mail], Roy Davis <[e-mail]>
With regards to DENR#07-0140, DWQ#13773. A permit from the North Carolina Environmental
Management Commission is required to build the proposed sewer. Buffer rules under 15A NCAC
02B.0243 apply to the main stem of the Catawba River below Lake James which would include Lke
Rhodhiss. The Developer should be informed of the need to seek and receive a permit for sewer
construction and of the possibe applicability of the buffer rules to this project. Thank you for the
opportunity to comment on this project. Roy Davis
Roy Davis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel : [phone]
Fax: [phone]
Roy Davis <Roy.Davis(cr�,ncmail.net>
NC DENR-Asheville Regional Office
Division of Water Quality-Water Quality Section
1 of 1 11/2/20064:11 PM

Wfi T149Q Michael F.Easley,Governor
William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Alan W.Klimek,P.E.Director
Division of Water Quality
Q ^(' Coleen H.Sullins,Deputy Director
Division of Water Quality
October 27, 2006 _
I p� IreMr. Roger Edwards
Surface Water Protection Supervisor
NC Division of Water Quality g IL
2090 US Hwy 70 °
Swannanoa,NC 28778
Re: Valdese
USDA—Rural Development
Request for Environmental Scoping
DENR#07-0140, DWQ#13773
Dear Mr. Edwards:
Please find enclosed an a request for Environmental Scoping submitted by USDA-Rural
Development on behalf of the Town of Valdese. Valdese proposes to install approximately
6,200 linear feet of 16-inch water line and a wastewater pump station and approximately 8,200
linear feet of 10-inch sewer to serve a proposed 600 acre private residential development. It
would be helpful if your staff would review this report and return any comments they may have
regarding this project to me by Monday, November 13, 2006.
If there are any concerns or questions, please do not hesitate to contact me at(919) 733-
5083, ext. 555.
Sincerely, p�
Hannah Stallings
SEPA Coordinator sn'r
OCT 3 0 2006 1 1
ATi C LIT" )IN
Tvu r, A, tc�
N.C.Division of Water Quality 1617 Mail Service Center Raleigh,North Carolina 27699-1617 [phone] Customer Service
1-877-623-6748

ENVIRONMENTAL REVIEW TRACKING SHEET DENR# 07-0140
DWQ - WATER QUALITY SECTION Dwa# 13773
DATE: 1012712006 TYPE: EA
TO: Env. Sciences Branch(WQ Lab,MSC 1621) us-C>A " Rk4`0J cp-"` Wv-t
❑ Trish MacPherson(Biological Assessment)
❑ Jay Sauber(Ecosystems) b
O (Toxicology)
O Dianne Reid(Intensive Survey) Regional Water Quality Supervisor
Wetlands/401 Unit
O Bradley Bennett (Stormwater) 12`s fl Planning Section(Archddale)
O John Hennessy(DOT)Parkview Bldg,MSC 1650) � `s Darlene Kucken(Basinwide Planning) 6 fl
1,Cyndi Karoly(401) Parkview Bldg, MSC 1650) Jeff Manning(Classifications&Standards) 6°fl
O Boyd DeVane (Water Supply WS) 12`"fl O Rich Gannon(NPS Management Plannin�) 6`s fl
O Michelle Woolfolk(Modeling/TMDL) 7` fl
Surface Water Protection Section (Archdale 9th) O Carl Bailey(Groundwater Planning) 7 s fl
❑ Matt Matthews (Gil Vinzani or Susan Wilson)
XJeff Poupart(Collection/Pretreatment) O Others:
Aquifer Protection Section
❑ Ted Bush(land application/AFO)
O Kim Colson (land application)
A copy of the environmental document for the project described below is attached. Subject to the requirements of the NC
Environmental Policy Act, you are being asked to review the document for potential significant impacts to the
environment, especially pertinent to your jurisdiction,level of expertise, or permit authority. Please return this form,
completed, along with your written comments, if any,by the date indicated. Thank you. IF AN EXTENSION IS
NEEDED,PLEASE EMAIL OR CALL A REQUEST TO THE SEPA COORDINATOR PRIOR TO THE
RESPONSE DEADLINE.
Project: Response Deadline (l (mph
Proposed water and sewer extentions to 600-acre private residential development (The
Settings) on Catawba River
NO-COMMENT =COMMENT.I ATTACHED,AND EMAILED
i
fSIGNATURE DATE
Return To:
Hannah Stallings: [phone] ext. 555; [e-mail]
Basinwide Planning Unit/Planning Section; Archdale 6th; MSC 1617; fax: [phone]
Notes:
�ng jc UVA4 .! aM �QAA gt P�n1CLt} ' ,A A �b� M—rarer. "R r4Qt, n .
Cj2 ter .
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REQUEST FOR ENVIRONMENTAL SCORING
For use by USDA-Rural Development in gathering Information in preparation of an
Environmental Review Reviewing Agency ID MPart 1 Type or Print in Black Ink
1.PROJECT INFORMATION -
Legal Applicant/Recipient:
Town of Valdes
Street/PO Box: tee: 'Zip Code:
Valdese INC, 28690
ounty: Contact Person: Phone(Include Area Code):
Burke Jeff auer R?.R-R7()-212
Type of Applicant/Recipient: (Enter Appropriate Letter) ❑
A.State E.Interstate I.State Controlled Institution of Higher Learning M.Non-Profit Organization C
B.County F.Intermunicipai J.Private University N.Other(Specify):
C.Municipal G.Special District K.Indian Tribe
D.Township H.Independent School Dist. L.Individual
Project Title: ro/e tart ate: Duration:
Water and Wastewater Infrastructure to Serve The months
Settings Development
Area of Impact(cities,counties,etc.): Estimated number of Has project-been reviewed before by
persons benefiting: State Clearinghouse:
Town of Valdese RnrkA r nnnf-�/ 1 500 :_ NO ❑YES project#
Federal Agency to Receive Request(name&complete address): Type of Application: (Enter Appropriate Letter)
a.New b.Revision c.Continuation
US Department of Agriculture
Rural Development
130 Ammons Drive, Suite 4
Morganton, NC..28655
III.PROJECT NARRATIVE (Purpose,Expected Accomplishments,Major Tasks—Attach Estimated Line Item Budget)
The proposed project will extend water and sewer services to a proposed 600 acre private
residential development located on the Catawba River.
The waterline extension will consist of approximately 6,200 LF of 16" waterline extended from
e Town of .Valdese's existing lines to the site. Based on the preliminary layouts the entir
extension will be made within existing DOT rights-of-way.
he wastewater system will consist of a wastewater pump station to be located within the
proposed subdivision and approximately 8,200 IF of 10" force main. Approximately 6,900 feet
f this force main will be installed within existing DOT rights-of-way. The remainder will
be installed in permanent easements, obtained from the developer, within the proposed
subdivision.
Name&Title(Certifying Representative): Signature• Date:
Clarence M. Lockamy, PE t Oh g a 6
IF PROJECT INCLUDES CONSTRUCTION/LAND ALTERATION COMPLETE A ALSO
**Submit sixteen(16)Copies incl. North Carolina Department of ATm.inistration
8'/2 X 11 project location map State Clearinghouse
(as described on next page) To: 1302 Mail Service Center
Raleigh, North Carolina 27699-1302
[phone] - Page 1

I
Exhibit 4
ESTIMATE OF PROBABLE COST
Waterline
To Serve
The Settings Development
Burke County,NC
10/17/2006
TOTAL UNIT EXTENDED
DESCRIPTION UNITS QUANTITY COST COST
1 16"Waterline L.F. 6,200 $50.00 $310,000.00
2 20"Horizontal Directional Bore L.F. 200 $250.00 $50,000.00
3 16"Highway Crossing L.F. 50 $175.00 $8,750.00
_.._._�___.._.___.._.�__....___.__.._..._..__�..._._. .._..__..._.._____._ ___.__...._.._.._. _._....._..... _..'.._.___..
4 16"Butterfly Valve Ea. 12 $3,500.00 $42 000.00
5 24"x 16"Tapping Sleeve/Valve Ea. 1 $8,000.00 $8,000.00
6 F.H.Assembly Ea. 4 $3,800.00 $7 5,200.00
7 DnvewayRepairs S.Y. 25 $50.00 $1,250.00
8 Seeding/Erosion Control L.S. 1 $6,000.00 $6,000.00
_.�...._. ___..._........._._...._..._..._.._._.__...w_....M__.._.o__._.____._...._ ..___..._...._...._......_.__.__...,..._._...._._._._.._.._.._.._.__0
9 TrafFc Control L.S. 1 $4,000.00 $4,000.00
CONSTRUCTION COST $445,200
ENGINEERING
Survey - $5,000
Design/CA $45,000
inspection $32,000
Soils Investigation $2,000
CONTINGENCY(15%) $65,800
TOTALPROJECT COST a $595,000
PREPARED BY.'The Wooten Company Hickory,NC
i

Exhibit 5
ESTIMATE OF PROBABLE COST
Wastewater System
To Serve
The Settings Development
Burke County,NC
10/17/2006
TOTAL UNIT EXTENDED
DESCRIPTION UNITS QUANTITY COST COST
...___...r.............___—_.._....._............_............_.......:._.............._....___..___... __.......�_..__.__ _.__._....
1 833 GPM Pump Station L.S. 1 $810,000.00 $310,000.00
_..__. .........__.._._._.........__._..____..._ _._........_....__......._._............._........_..__ 5,00_. 0
2 10"Force Main L.F. 8,200 $25.00 $205,000.00
._.._..._._._._e..._.......�. ._..__...._.__.._ .._........._.._...........__.............._..........
3 14" Horizontal Directional Bore
L.F. 200 $200.00 $40,000.00
�4 10"Highway Crossing L.F. 100 $150.00 $15,000.00
5 Air/Vaccum Release Valves Ea. 4 $4,000.00 $16,000.00
__........._..... ..... ._.__.._...._._......_._..._....__.. _._._._....._....._ ....._..._.__....._.._...........
_.........._.._.__.._
6 Connection to ExistingMH Ea. ,i $1000.00�� $1,000:00
..._._......_..._....._....__.._.._....__.__...____�.........._...._..._._._._.......__.
7 Clearing and Grubbing L.S. 1 $2,000.00 $2,000.00
...._8 Driveway Repairs_._.__.___......_........_.. S.Y........._._._....._.25........_...... 50.00.._$ .._..._ $1,250.00
9 Traffic Control LS. 1 $4,000.00 $4,000.00
_.....__�.F_.._.osio_.__....__.............—......._._.L...._..._._..._—..........__.........__...,660 ._._........—
10 Seeding/Erosion Control L.S. _ 1 —T$7,00000_ _ $7,000.00
.CONSTRUCTION COST $601,250
ENGINEERING
Survey $5,000
Design/CA $50,000
Inspection $45,000
Soils investigation $5,000
CONTINGENCY(15%) $90,750
TOTAL PROJECT COST= $797.000
PREPARED BY:The Wooten Company Hickory,NC .

ENVIRONMENTAL INFORMATION FOR CONSTRUCTION/DEVELOPMENT PROJECTS
"Supply 16 copies of map(e.g.county, highway, USGS topo(if possible))of proposed project site&surrounding area. Mark area to
be acquired&construction site. -
Part 2
A.CURRENT LAND USES(estimated percentages) -
a.Urban/Built Up: 94% c.Forest Land: �r� e.Wetland(Marsh/Swamp): 19A
b.Agricultural: d.Water: I.Other(Explain):
B. UTILITIES(existing)Water System: Name Line Size Project
® TOWN OF VALDESE ❑ Length: Demand
Central: Individual:
a.City/Town: a.Well:. — Per Day
b.County: b.Other. Diameter: 0 gals
c.Private: 24"
Sewer System: Name Line Size Project
Central: ❑ Individual: Length: Demand
TOWN OF VALDESE Per Day
a.Cityfrown: a.Septic:
b.County: b.Other. Diameter:
0 gals
c.Private: 48"
Street Improvements: NO [ YES,describe: Existing DOT paved roadways. 20' wide Pdvelment.
C. UTILITIES(proposed) -
Water System: Name - Line Size Project
Length: Demand
® Central: TOWN OF VALDESE Individual: 6r200 LF
a.Citylrown: a.Well: Per Day
b.County: _. b.Other. Diameter:
c.Private: 800 r 00's
16"
Sewer System: Name - Line Size Project
Central: ❑ Individual: Length: Demand
TOWN OF VALDESE Per Day
a.Cityfrown: a.Septic:
Diameter: 202,000
b.County: b.Other: gals
c.Private: 10"
Street Improvements:P ® NO ❑YES,describe:
D.LAND ALTERATIONS
Alteration Present Use Previous Use Percent of
(planned use) (before change) (historical) Acres Project Area
To Be Acquired
To Be Developed
To Be Originally Cleared FOREST LAND 0.8 9%
To Be Landscaped
To Be Covered by Imperme-
able Surface(square feet) FOREST LAND FOREST LAND 1,600 Sq. Ft. 0.4%
To Be Cut(cubic yards) -
To Be Filled(cubic yards)
Page 2

Part 2 (continued)
E.TOPOGRAPHY AND VEGETATIVE TYPES BY ACRE
Types of Vegetation
%of Soil Types Forested Non-Forested
Slope Acres Area (use USDA and SCS classification) Pine Hardwood Mixed Brush Grassland Other
0-5% 1 .4+ 15 WoB2 X X X
5.10% 2.7+ 30 WoB2, WoC2
over 10%
4.9+ 55 WbQ2 WoD2 MoE
F.CULTURAL RESOURCES(archeological,historic,architectural)
1.Please give any known,archeological or historic sites on project land:
NONE KNOWN
2.What kind,if any,site preparation has already been conducted:
NO WORK HAS STARTED ON THIS PRQJECP
3. Has.area been previously surveyed by archeologist?If so give name of principal Investigator and date of survey:
NONE KNOWN
4• ❑ YES X❑ NO Are buildings/structures on site now?(abandoned barns,farmhouses,tobacco sheds,bridges,etc.)
If yes,approximate age:
5.Will any of these structures be demolished?(indicate which):
N/A
6.Will any of these structures be rehabilitated or renovated?(indicate which):
N/A
7.Please Include photographs of any buildings over 25 years old - N/A
G.ENVIRONMENT
1.Check If any publicly owned/leased recreational/conservation lands are within one mile radius of the site:
❑ State Park or Forest ❑ Wildlife Game Lands or Refuge X❑ State Rivers ❑ Dedicated State Nature Preserve
❑ National Park or Forest ❑ State Estuarine Reserve ❑ Registered Natural ❑ State or Federal Wilderness Area
Heritage Areas
❑ Municipal Park ❑ State Trails
2.Stream that surface runoff from project area drains into(illustrate relative position on maps):
CATAWBA RIVER
3. 0 YES Site includes/borders on YES Site includes/borders on YES Site includes/borders on
0 .NO trout waters classified by
DWQ and/or WRC ❑X NO estuarine waters ® NO.drinking water source
4.
❑ YES ❑X NO The project will involve impoundment or withdrawal of water. If yes,mark impoundment on map.
If impoundment is planned,the amount of water to be impounded is approximately acre/feet and surface acres.
The Impoundment will be created by a dam approximately feet in height.
Page 3

ran t tuonunueo/G. ENVIRONMENT-continued
5.Describe known mineral deposits of commercial value on site: _
- NONE KNOWN
6.Note classes of wildlife known to exist In the general area:
❑ Bear ❑ Turkey ❑X Small Game(squirrel,quail,rabbit,raccoon,dove,etc.
❑ Deer ❑ Waterfowl ❑ Federal/S tate Listed Endangered/Threatened Species(osprey,eagle,alligator,red cockaded
woodpec er,etc.
f the above species?
ch as burning,clearcuttin or thinning have adverse or desirable effects on any o
edfores practices such 9 7.Will proposed try p 9� 9�
Explain:
Clearing will be limited to only those areas where the sewer line encroaches on the
forested areas, and where the pump station (60'x60' ) is located. Only the area needed to
install the line and pump station will be cleared. It is not anticipated that this limited
clearing will have any adverse impact on any of the species existing in the area.
a.Are proposed pesticides or herbicides known to have adverse.effects on humans or any of above species?Which pesticides/herbicides?
Which species?
Nopesticides/herbicides are to be used in this project.
9.What altematives or mitigating actions,if any,have been considered to avoid Impacts(i.e.altemative projects,sites,etc.): .
d
Proposed lines will be located far enough from existing stream/ditches to leave an
adequate vegetative buffer. All disturbed areas are to be re-seeded. New impervious areas
will be limited.
10, Description and acreage of branches,creeks,streams,rivers,or wetlands which will be filled as a consequence of the proposed activity:
No filling is currently anticipated with this project. Ground will be returned to pre-
existing contours.
11.Will any water courses be altered or placed beneath the ground? ❑ YES No
If yes,linear feet
12.Description of mitigation measures which will be employed to avoid,reduce,or compensate for wetland impacts associated with the proposed activity:
Currently it is anticipated that the impact on wetlands will he minimal. All disturbed area
including any wetlands, will be re-seeded to establish a vegatative cover. It is anticipate
that stream crossings will be made by means of Horizontal Directional Bore thus futher
minimizing the impact on adjacent wetlands.
Page 4

H.LOCAL IMPACT OF PROJECT
1.Give name,position and office telephone number of an individual in the appropriate local govemment unit that can con mn the
compatibility of the proposed activity with existing and/or proposed land use or economic development plans:
Name: Position: Phone: -
Jeff Morse Valdese Town Manager 828-879=2139
2.In your opinion,what aspect of proposed activity will have the most significant negative environmental impact on site and -
surrounding area?(consider traffic,noise,aesthetics,odors,loss of acres etc.):
As previously stated, the majority of the line work associated with this project will be
within existing DOT rights-of-way. There is some existing development along these ROWS.
It is anticipated that construction related noise and traffic interruptions will have the
most negative, although temporary, impact.
3.In your opinion,what aspect of proposed project will have the most significant positive influence on project area?
Without the provision of a centralized wastewater collection system, the developers will be
forced to use individual septic systems for each lot. The proposed project will help
eliminate the need for at least 600 septic tanks that would be built within The Settings
Development.
4, X YES L NO WIII an environmental review document(e.g.environmental assessment)be prepared for the funding agency?
If yes,above,has it been prepared yet? 0 YES X NO
5.Check where effects are applicable.Give numerical estimates in last column,If possible.
Construction ase Operational Phase
Effect increase Decrease Minor Moderate Major Minor Moderate Major Estimate
Employment. X X X no.jobs
no peo a
Immigration to
X
amount
Tax Base X
Sediment - mnslday
Thermal Discharge - .matemp.dse
Chemicals lype(s)
Smoke X sourcconst.
Road Closures
New Roads total miles
Traffic no.vehicles
AgricultureUForestry no.acres
Operations
Cultural Resources
Additional Remarks:
North Carolina Department of Administration.
State Clearinghouse
Submit sixteen(16)copies of Parts 1 and 2 with 1302 Mail Service Center
maps(8%"x11"reproducible)to: Raleigh, North Carolina 27699-1302
[phone] Page 5

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IL_ i h II 1 l y
W A. I I l \Ih State of North Carolina
\p 4 Department of Environment and Natural Resources
IAfV 1 0 2008 Quality
Division of Water
> —
p r tW r\T)oZvi TracktngJ�,,-pcep ance for Sewer Extension Permit Applications
(FTSE-10/07) ::�.
Project Applicant Name:
Project Name for which flow is being requested:
More than one FTSE-10107 maybe required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route oftheproposed.wastewaterjlow.
I. Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP'FacilityName: �� tZ.1tio� 1 ,ss
b. WWTP Facility Permit
All flows are in MGD
c. WWTP facility's permitted flow ^7-S-
d. Estimated obligated flow not yet tributary to the WWTP i,.s �rotrsa (r�n:3 e 2 Z 146t)
Vie. 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
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow,MGD
III. Certificc ment —
I> certify that,to the best of my knowledge,the addition of the
volume o wastewater to roe 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:This analysis has been performed in accordance with local
established policies and rocedures using the best available data.This certification applies to those items
listed above i ecti nd II for vJfich I am the responsible parry. Signature of this form indicates
acceptant thi e t
Si ng O c' fgnature - Date

Instructions_ for• Tr i Acce tance for ewer Extension Permit
. .Flow_Track in � S
Applications (FTSE A0/07)
Section I
a. W WTP Facility Name: Enter the name of the W WTP that will receive the wastewater flow.
b.: W WTP Facility Permit#: Enter the NPDES or Non-Discharge number for the W WTP receiving the
wastewater flow.
c. W WTP facilitoerinitted flow,MGD: From W WTP owner's NPDES or Non-Discharge permit.
d. Estimated obligated flow not yet tributary to the W WTP;MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system..Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
" included.-For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow,allocation.Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your W WTP.
As of January 15,2008 the POTW should have reviewed flow allocations made over the last two
`years and reconciled their flow records,to the best of their ability, so it is known how much flow has
been obligated and is not et been made tributary to the W WTP in accordance with local policies and
g Y hu'Y :
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used.Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year.and cover the previous calendar year.
Semi-Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
i
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as QtrI (Jan-Feb-Mar); Qtr2(Apr-May-Jun); Qtr3 (Jul-Aug-Sep); Qtr4(Oct-Nov-Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15,July 15,October `
15 and January,15 of each year.
e. ,W WTP facility's actual avg.flow,MGD: Previous 12 month average. `
f. Total flow for this specific request,MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility,MGD.Equals [d+e+f]
h. Percent of permitted flow used: Equals [(g/c)*100]

WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
JOB NUMBER/PHONE DATE
To NC Division Of Water Quality (Asheville) 11/6/2006
Asheville Regional Office Roy Davis
2090 US Highway 70
Swannanoa NC 28778 RE:
Valdese, NC - Phase II Inflow/Infiltration
Reduction Sanitary Sewer Project
WE ARE SENDING YOU X Attached Under separate cover via the following items.
Shop drawings Prints Plans Specifications Samples
Copy of letter Change order Other:
COPIES DATE NUMBER DESCRIPTION
recons ruc ion Conference Minutes
NOV - 8 2006
WATER QUALITY SECTION _
ASHEVILLE REGIONAL OFFICE
k y�j
THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted Resubmit copies for approval
X
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: 11/6/2006 PRINTS RETURNED AFTER LOAN TO US
REMARKS
1
COPY TO SIGNED
if enclosures are not as noted,please notify us at once.
PRODUCT 13127M USE WITH M ENVELOPE NEBS To Reorder:1-800-225-6380 or www.neb5.00m PRINTED IN U.S A. A

Nov - a Zoos
TOWN OF VALDESE WATER QUALITY SECTION
PHASE R INFLOWANFILTRATION REDUCTIO ASHEYIu_E REGIONAL OFFICE
SANITARY SEWER PROJECT
STAG PROJECT NO. XP96451506-0
PRE-CONSTRUCTION CONFERENCE MINUTES
The pre-construction conference for this project was held on Thursday, November
2, 2006 at 10:30 A.M. at the Town of Valdese Town Hall.
Those in attendance were:
Benjamin B. Thomas, P.E. West Consultants, PLLC (828)-433-5661
David W. Poore, P.E., CPESC West Consultants, PLLC (828)-433-5661
John Abernethy West Consultants, PLLC (828)-433-5661
Hal Hughes West Consultants, PLLC (828)-433-5661
Chris Graybeal Town of Valdese (828)-879-2127
Tom Godbey Mechanical Jobbers (770)-861-9965
Roy Davis NCDWQ (828)-299-8530
Greg Padgett Town of Valdese (828)-879-2131
Bryan Duckworth Town of Valdese (828)-279-2128
Tom S. Poe NCDWQ, CG&L (919)-715-6205
Todd Wesson Wesson Septic Tank (704)-477-2794
Kati Beaver Wesson Septic Tank (704)-487-9997
Larry Johnson Town of Valdese (828)-879-2124
Jerry LaMaster Town of Valdese (828)-279-2123
Benjie Thomas of West Consultants opened the meeting by passing out copies of
the meeting agenda and a sign-in sheet.
Contract documents executed by Wesson Septic Tank were given to the Town of
Valdese to sign. The agreement will be dated on November 6, 2006. The Notice to
Proceed will be dated on November 13, 2006. With a time allowance of 150 days for the
project, the date of completion will be April 12, 2007.
The contractor was asked to send in submittals as soon as possible. Construction
Grants and Loans will need copies of any submittals for any revisions to approved plans
and specifications. Six (6) copies shall be submitted to Engineer.
Larry Johnson noted that all easements are in hand. He also requested that the
contractor give the Town advance notice before entering properties in order to give the
Town an opportunity to contact the property owners. Mr. Johnson asked the contractor to

give NCDOT and Norfolk-Southern Railroad about a week's advance notice before
beginning construction
Tom Poe with Construction Grants and Loans spoke as to the need for letters of
compliance from NCDOT and Norfolk Southern Railroad prior to any final payment
from his office.
James Evans with NCDOT reminded the contractor that safety is a primary
concern of NCDOT when working inside their right of way. All signs should be kept in
place at all times, manholes should be placed at grade and should not be placed in ditch
lines, and all traffic control personnel should be at their designated location at all times.
Mr. Evans also asked the contractor to work safely with concerns for the traveling public.
He reminded the contractor to keep the road clean, to keep his seeding caught up,to keep
his erosion control measures in place and to be mindful of compaction within the right of
way.
Benjie Thomas spoke as to the status of the required permits and that all permits
for the construction are in hand. He also reminded the contractor of the need for the
proper DBE submittals if any subcontractors are used.
Pay requests will be due to West Consultants by the 25a of the month. This will
help expedite the timely turn around of pay requests. Jerry LaMaster assured the
contractor that the Town will make all efforts to make payments to the contractor as
quickly as possible, but that checks are only written on Fridays. He also reminded the
contractor as to the requirements of sales tax information, and that 5 copies of all pay
requests with two copies of invoices will be needed.
Benjie Thomas stressed to the contractor that erosion and sedimentation control is
very important and that existing streams shall be protected. He also mentioned to the
contractor that one area of the project will be near an area that is known to contain
endangered plant species and that this area is noted on the plans. The contractor was
reminded to work without disturbing the plants in this area.
The contractor was asked to coordinate all testing with West Consultants with
some advance notice. The sewer lines will be tamped and air tested. The manholes will
also be tested to insure that there will be no infiltration or inflow. The contractor was
reminded to use NC One Call for locating utilities and to protect other utilities. Valdese
must be notified separately to locate existing water and sewer lines.
Change Orders will be directed to West Consultants, and then to Construction
Grants and Loans for review, and then they will go before the Town of Valdese. Tom
Poe explained the procedure that is to be followed when a change order is needed. He

also explained that he will periodically visit the project and will need to see monthly
progress reports from the contractor. Monthly project meetings will be held on the first
Thursday of each month to review progress.
Larry Johnson asked the contractor for a work schedule. Todd Wesson indicated
that tentatively, they would do the manhole lining first, then work on Eldred Street, and
then start on the outfall sewer work. Larry Johnson warned the contractor that he should
expect high volumes of traffic on US 70 through Valdese, mainly in the afternoon, and
that alternative working schedules might be advised. Mr. Johnson also notified the
contractor of the Town's Christmas parade that is scheduled for December 2, and that the
street must be open and unobstructed for this event. NCDOT indicated that night-time
work through the Town could be permitted if proper signage and lighting is used.
Expected change orders at this time are (1)the relocation of the sewer along
Eldred Street closer to the pavement, and (2), a change in pipe material from SDR35 to
SDR 21. West Consultants, PLLC will submit relevant information to CG&LS for
review.
Submitted by, /p�
4q�a &V
David Poore, P.E.
WEST CONSULTANTS, PLLC

TOWN OF VALDESE
PHASE II INFLOWANFILTRATION REDUCTION
SANITARY SEWER PROJECT
STAG PROJECT NO. XP96451506-0
TOWN OF VALDESE, NORTH CAROLINA
PRE-CONSTRUCTION CONFERENCE
THURSDAY, NOVEMBER 2, 2006@ 10:30
NAME REPRESENTING PHONE #
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PRECONSTRUCTION CONFERENCE
AGENDA
1. Introductions and sign in
2. Contract Status.Update
a. Agreements executed?
b. Bonds
c. Certificate of Insurance
d. Establish Notice to Proceed and Completion dates
3. Submittals—schedule of items required and expected dates
4. Easements and Encroachment Agreements status (issues with property owners?)
5. Pen-nits status
6. Review roles of each party
7. NCDOT and Railroad comments or concerns
8. Review State and Federal DBE requirements
9. Payment procedures (cut-off date, expected time until payment, no. of copies,
sales tax report,payroll affidavits if applicable)
10. Erosion Control
11. Testing
12. Coordination with other utilities (Use NC One Call for crossing and parallel lines;
also, order services required for new facilities)
13. Change Order procedures
14. Specific issues known at this time(plan changes, new information, etc)

F WAIF Michael F. Easley, Governor
William G. Ross Jr., Secretary
y r
North Carolina Department of Environment and Natural Resources
1 ' 1
a::-, 1 i Colleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
November 7, 2007
Mr. Jeff Morse, Town Manager
Town of Valdese
Post Office Box 339
Valdese, North Carolina 28690
Subject: Permit No. WQ0032423
Town of Valdese
The Settings
Wastewater Collection System Extension
Burke County
Dear Mr. Morse:
In accordance with your application received on October 24, 2007, we are forwarding herewith
Permit No. WQ0032423, dated November 7, 2007, to the Town of Valdese for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Rov Davis a copy of the "notice to proceed" issued to your contractor for this
collection system extension
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina-licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as-constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §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.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70,Swannanoa,NC 28778 Telephone [phone],900 Fax [phone]
r thCarolina
DENR Customer Service Center Telephone 1 800 6 No
23-7748 �7(jtutl��/y
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper d l

r
Town of Valdese November 7, 2007 Page 2
— tn-accordance-with-the-provisionsof-Artiele-21--of-Ghapter-143—General-Statutes_of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Valdese for the construction and operation of approximately 55 linear feet of 10-
inch diameter gravity sewer; a 683—gallon per minute sewage pumping station with duplex pumps, on-
site audible and visual high water alarms, and an on-site permanently installed emergency power
generator with automatic transfer switch and telemetry; as well as approximately 6,700 linear feet of 8-
inch diameter force main to serve the Settings, a residential community, and the discharge of 392,640
f Valdese's existing sewerage system,
day of collected domestic wastewater into the Town o g 9 Y
gallons per y
pursuant to the application received on October 24, 2007 and in conformity with 15A NCAC 2T; the
s applicable; the
i ision's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 a pp ,
Dv y 9
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.
� hall be trea
ted in the Town of Valdese
The sewage and wastewater collected by this sys
tem s
Wastewater Treatment Facility (Lake Rhodhiss WWTP) (Permit No. NC0041686) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
t of this
right to request an adjudicatory hearing upon written request within 30 days following receipt
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
- cc: Burke County Building Inspector
ARO, Surface Water Protection (WWTF Permit No. NC0041686)
Clarence M. Lockamy, PE
Surface Water Protection Section Central Files
PERCS Files
I

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF VALDESE
THE SETTINGS
BURKE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032423
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality'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.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 by 15A 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 any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
I

Permit No W00032423 Town of Valdese The Settings Burke County. November 7 2007
4. This permit shall not be 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.
5. 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
I
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. 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.
9. 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.
10. 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 2B .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.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:
2

Permit No W00032423 Town of Valdese The Settings Burke County November 7 2007
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 7ch day of November, 2007
NORTH CAROLIINAENVIROQQNMENTAL MANAGEMENT COMMISSION
rvm L4 (�'�
for Coloen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032423
3

Permit No W00032423 Town of Valdese The Settings Burke County November 7 2007
------E-NGINE-ERING-GER-T-IF-IGA-T-ION---POST-CONS-T-RU_C-T-ION-------- -------
System Description: approximately 55 linear feet of 10-inch diameter gravity sewer; a 683—gallon per
minute sewage pumping station with duplex pumps, on-site audible and visual high water alarms, an
on-site permanently installed emergency power generator with automatic transfer switch and telemetry;
as well as approximately 6,700 linear feet of 8-inch diameter force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time)the construction of the above referenced
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 2T; the Division of Water Quality'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.
l
JNorth Carolina Professional Engineer's
seal, signature, and date:
.........................................
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
........
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.

V
FAST-TRACK APPLICATION REVIEW PROCEDURES
Project Name: �(pJ(�LQ�� o �,a i Review Date: Z0 v, 6 !�
Project Number Reviewer: �K
All fast-track projects should be submitted on the application entitled"Fast-Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: PTA 02103 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA)are excluded from the Fast-Track review process, and should be
submitted foR full"review to the' entrai Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
"PRE-REVIEW .
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
48-0
Ensure that a check for 6l is submitted and made out to NCDENR. All new projects and major
q ` modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
S TI A—ApplicationlnformaIto,n
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/to ensure that the
pplicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
%,_-EAsme that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. if a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non-Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htmI#DELEG.
SECTIO -Permit
Information
Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project'). BIMS will pull the previous signing official and affiliations information.
`_�ase go through all the tabs and ensure the information is correct for the current project.
Applicant a public entity(e.g. county, town, sanitary district)?
^� private entity?
Own (i.e. lease) units, lots, parcels, etc?
1
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

Sell units, lots, parcels, etc?
Certificate of Public Con ience and Necessity? 2H.0205(d)(2)
--- --------�Required if the a plic(ant' a public-atility-fn-lieu of-a Certificate-of-Public
Convenience and Necess they may submit written approval from the
North Carolina Utilities Cc mission's Public Staff that states that the utility is
allowed to provide utility se ice in the subject project area. Note that the
project name on the applicati n and on the CPCN must match. Contact the
NCUC Public Staff if question arise. This is NOT REQUIRED for a
municipality or county! Exampl s of companies that would provide a CPCN
are Heater Utilities or Carolina ter Service, etc.
*'*'**OR*******
Operatiall l,Agreement? 2H.0205(d)(
'
♦ Operational Agreements are only req ired if the applicant is not a public
entity(i.e. Town, County, etc.) or publi utility as designated by the North
Carolina Utilities Commission AND the is being served by the collection
system are to be sold to individual owne s.
♦ If t applicant the developer, the m st fill out the DEVELOPER
app is a pery
Operational Agreement(FORM: DEV 2/03). A developer may be
responsible for the system for an interi period until the homeowners
association is formed, at which time a ermit Name/Ownership Change
equest(FORM: PNOCF 06/00) will b needed to transfer the permit to
the HOA
homeowners' a ociation HOA the must fill out
s If the applicant is a ,
PP (HOA), Y
the ASSOCIATION Operational A eement(FORM: HOA 02/03 The
HOA must be registered with the ecretary of State's office and must
l provide a copy of the Associatio s' Bylaws and Articles of Incorporation.
These documents should be r iewed to ensure that all applicable
language regarding the colle ion system is included as is required by
the Operational Agreement
I
I
♦ The Operational Agreement ould be attached to the permit and
incorporated into the langu a of the permit. Please note that Operational
Agreement language sho d not be altered without approval from the
Attorney General's Office Operational Agreements are available at
http:Hh2o.enr.state.nc.0 /PERCS/from the collection system applications
page.
i
�/ Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
�tfeatment and disposal permit.
_✓/Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H.0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example,private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
_ Wastewater industrial r domestic ' nature?
♦ Most projects will e for water that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H.0219(1)
♦ Ensure that the dailyAbsign flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three-bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one-bedroom the minimum they can use is
240 gpd
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to he reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future"wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown"flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre— 1500 gpd/acre. Let the
engineer support his calculation.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter(15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast-Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
C.-i Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
document(i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent(standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST-TRACK Application Review Procedures 2003 (Rev 2/06)

-Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains document(as applicable)? NO will be checked in Item B(12) of the FTA. If NO
forward one copV of the supporting ocumen s o F_eCentral-Office for review indicating the --
permit number owner and project name The Central Office will review the variance request and
if approvable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit A copy of the variance letter provided bV the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION C' Wa
tershed Classification
Color topographic map submitted?
f YE you are advised to "spot-check"ot-check" the classifications
_ Watershed classification required. I S, y p ( .)
If NO, ensure the applicantlengineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATIONI
SECTION D—Applicant Certifications
_&_,/Signing Official's signature? 2H.0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H.0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by.specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
_LAtrequate information provided for the engineer/engineering firm?
____L_,P-E`with active license in North Carolina? 2H.0205(d)(1)(A)(iii) or2H.0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org -the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
l verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast-Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
v n special conditions as necessary. Please call attention to an non-standard permit
♦ Add or remove a Y V P N
conditions in the cover letter of the permit and include the permit condition where necessary. Seethe
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast-Tracks are saved electronically by permit number under issued year and month.
4
FAST-TRACK Application Review.Procedures 2003(Rev 2106)

Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summar zing the reasons for denial. This package must be singed off on by the
reviewer„supervisor, Sectio Thief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee ,
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WIVTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple
do not include any plans unless they are small and can be folded up into an 8.5"x 11" sheet)
✓ Save an electronic version named WQ00XXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis—weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections—do not change issue dates or enter a new
application in BIMS—resave the permit
♦ Prepare the permit correction cover letter modifying as applicable—the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter—sign if needed
♦ Maintain Permit in BIMS—add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event,Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial —put partial in the event comment field.
♦ If the certification seems incomplete—missing plans or calculations or no PE seal-note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL— maintain the engineer certification received event and put"to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

o If the region wishes to perform a detailed review— look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances,
_line_size_changes;leogth;letou es;_additional lots than per mitted;_pump station alarms; pump cycle-
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
o Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
�I
-I
,I
6
FAST-TRACK Application Review Procedures 2003(Rev 2106
)

The Settings at Lake Rhodhiss .
Subject: The Settings at Lake Rhodhiss
From: Deborah Gore <[e-mail]>
Date: Tue, 06 Nov 2007 10:23:41 -0500
To: Roy Davis <[e-mail]>
the number for this project is WQ0032423
Deborah Gore
'.. Environmental Engineer '..
PERCS Unit
1 of 1 11/6/2007 10:28 AM

N. C. DEPARTMENT OF ENVIRONMENT AND of VIATFR
o
� • . NATURAL RESOURCES \otmxxl��
-` �. 4�G
DIVISION OF WATER QUALITY 6,
/r� ® SURFACE WATER PROTECTION ?ENR ASHEVILLE REGIONAL OFFICE " e Y
2090 U.S. HIGHWAY 70
SWANNANOA, NORTH CAROLINA 28778
PHONE: [phone] FAX: [phone]
TO: E8osZt� �� Rom'
FAX NO: 1 — ? 3 �J — OOS �
FROM: h `` o y !a v i
DATE: / f / S / 09
NUMBER OF PAGES INCLUDING COVER: �L
MESSAGE: If questions, please call 828/296-4500
None
rthCarolina
�lltlll'll��f

r-TRACK APPLICATION for GRAVdY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGES
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI (to be Application Number:
(to be completed by DWQ)
1. Owner-
1 a. Town of Valdese
z Full Legal Name(company, municipality,HOA, utility,etc.)
0 lb. Jeff Morse,Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b)for authorized signing officials!)
1c. The legal entity who will own this system is:
❑Individual❑ Federal E Municipality❑State/County❑ Private Partnership❑Corporation❑ Other(specify):
cc
0 1 d. PO Box 339, 121 Faet Street le. Valdese
Z Mailing Address City
j 1 f. NC 1 g. 28690
Z State Zip Code
1h. 828/879-2116 1i. 828/879-2139 1j. '[e-mail]
aTelephone Facsimile E-mail
0 2. Project(Facility)Information:
d2a. Sewer Infrastructure to Serve The Settings 2b. Burke
a Brief Project Name(permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
a 3a. Clarence M. Lockamy, PE,The Wooten Company
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828/322-5533 3c. [e-mail]
Phone Number E-mail
i
1. Project is E New ❑ Modification(of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e.adding another
phase,changing line size/length,etc.). Only include the modified information in this permit application-do not
duplicate project information in B(7)and B(10-11)that has already been included in the original permit.
2. Owner is E Public(skip to Item B(3)) ❑ Private(go to Item 2(a))
i
2a. If private, applicant will be: 2b. If sold,facilities owned by a(must choose one
❑ Retaining Ownership (i.e.store,church,single office,etc.)or ❑ Public Utility(Instruction III)
Z ❑ Leasing units(lots,townhomes,etc. -skip to Item B(3)) ❑ Homeowner Assoc./Developer(instruction IV)
11 0 ❑Selling units (lots,townhomes, etc.-go to Item B(2b))
P 3. Town of Valdese
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. Lake Rhodhiss WWTP 4b. NC 0041686
0 Name of WWTF WWTF Permit No.
LL 5a. Town of Valdese 5b. 48" ® Gravity C.
Z Owner of Downstream Sewer IReceiving Sewer Size I❑ Force Main Permit Number of Downstream Sewer(if known)
j- 6. The origin of this wastewater is(check all that apply):
E Residential Subdivision ❑Car Wash
W ElApartments/Condominiums El Institution %Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
CL El School ❑Church %-industrial,
❑Restaurant ❑ Nursing Home __ -_pit er js�e5ify}
❑ Office ❑Other(specify): N r f N
la
7. Volume of wastewater to be allocated for this particular project: 392,640 Hon
*Do not include previously permitted allocations
! ti -.. ,1
8. If the permitted flaw is zero, indicate why:
❑ Interceptor Line-Flow will be permitted in subsequent permits that con ect tttvs 11ne
❑ Flow has already been allocated in Permit No, o
❑ Rehabilitation or replacement of existing sewer with no new flow ezpec d
PTA 0?1(1'4 =':Rau i914/n5

TOWN OF VALDESE
NORTH AR C OLINA'S FRIENDLY TOWN NOV - 1 2007
C,
,J P.O. BOX 339
istoric Valdese VALDESE, NORTH CAROLINA 28690-0339 NIAT171::'ll^,I_IlY ,ECTICPJ
AFHTvn I� _SI ^ 11 -FICF
PHONE[phone] - "' -- -----
FAX[phone] /
OFFICE OF THE TOWN MANAGER
October31, 2007
Mr. Roy M. Davis, Environmental Engineer
NC Department of Environment& Natural Resources
Division of Water Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Dear Mr. Davis:
RE: Fast-Track Application
Town of Valdese
The Settings
Burke County
Enclosed is the Fast-Track Sewer Application requesting permission to construct a sewer
system to serve The Settings and a check in the amount of$480.
If you need additional information please do not hesitate to contact me.
Sincerely,
Jeffrey V. Morse
Town Manager
tr
Enclosures
pc: Clarence Lockamy, The Wooten Company

{I ULI 2 � 2007
THEOctober 16, 2007 WATER C;UHLIT(SECTION
In/00TEN ASS{ „LLE RE IONA .o��IC
, .
COMPANYN.C. Department of Environment&Natural Resources, Z Division of Water Quality LS
Asheville Regional Office
E N G I N E E R I N G 2090 US Highway 70
PLANNING Swannanoa,NC 28778 Y VV
A R C H I T E C T U R E Re: Wastewater Infrastructure Extension WATER QUALITY SECTION
Fast Track Application ASHEVILLE REGIONAL OFF[
Town of Valdese,NC
TWC Project No. 2749-N ---
Sirs:
On behalf of the Town of Valdese we are submitting a Fast Track Application for the
construction of wastewater system improvements. The proposed project includes a
new 683 gpm pump station and approximately 6,700 feet of force main including
approximately 450 feet of line installed by means of horizontal directional drilling.
Enclosed is a check in the amount of$400.00 for the application fee.
We appreciate your review of this application. Please let us know if additional
information is needed.
Sincerely,
THE WOOTEN COMPAN
Clarence M. LOcc y,PE, PLS
CML/lpb
Pc: Mr.Jeff Morse,Town Manager
Attachments
1430B Old Lenoir Road,NW
Hickory, NC 28601
828.322.5533
fax [phone]

OF W ATF9oG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
C�k Y Coleen H.Sullins,Director
Division of Water Quality
October 29, 2007 D V rE
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7006 3450 0002 7064 1670 OCT 3 1 2007
Mr. Jeff Morse, Town Manager
Town of Valdese
Post Office Box 339
Valdese, North Carolina 28690
Subject: Fast-Track Application Return
Town of Valdese
The Settings
Burke County
Dear Mr. Morse:
Attached herewith is the Fast-Track Sewer Application which you submitted seeking
permission to construct a sewer system to serve the Settings. The application is being
returned for the following reason:
(1) By Act of the North Carolina General Assembly, effective September 1, 2007,
Fast-Track Permit processing fees were increased from $400 to $480. When
resubmitting the application please submit a single check made out to the North
Carolina Department of Environment and Natural Resources in the amount of
$480.
1 look forward to receiving a completed application. Please do not hesitate to call me at
828/296-4659 should you wish to discuss this matter.
Sincerely,
Roy M. Davis
Environmental Engineer
cc: Clarence M. Lockamy, PE
Application Return-Valdese-The Settings
Valdese Collection System
Burke County
No`thCarolina
�atura!/y
North Carolina Division of Water Quality 2090 U.S.Highway 70 Swannanoa,NC 28778 Phone[phone]
Internet: www.ncwalerquality.org Customer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycledl10%Post Consumer Paper

biQ 0CD3 a4a�
FAST-TRACK APPLICATION for GRAVE_ li Y m ONS,AND FORCE MAINS PAGE t
OF W ATF9 t State of North Carolina
�O� pG ( ( ( 2 4 ?_ Dpei� ent'of Environment and Natural Resources
Division of Water Quality
_ION
FAST-TRACK APPLICATION
Y s , �: VJAICR(�UALIT 0FFIG�
I(vII IsS)E S,PUMP STATIONS,AND FORCE MAINS
.(Pressure sewers'systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you.,;havednclUdedladdressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements— Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02103 IS REQUIRED.
❑ V. Flow Acceptance Letters—If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
® VI. Map—Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.),the map should have location ID's shown for each different waterbody(where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications—Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03(Fast-Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
PTA mint -Rex 104101;

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments—If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications—SectionD
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer&Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND$400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 26778 Cherokee, Clay, Graham, Haywood,
[phone] Henderson,Jackson, Macon, Madison,
[phone] Fax McDowell, Mitchell, Polk, Rutherford,
Swain,Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson,Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Richmond,Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue, Suite 301 Alexander, Cabarrus,Catawba,
Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln,
[phone] Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628 Granville, Halifax,Johnston, Lee, Nash,
[phone] Northampton,Orange, Person, Vance,
919 571-4718 Fax Wake,Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bartle, Camden, Chowan,
Washington, North Carolina 27889 Craven, Currituck, Dare,Gates, Greene,
[phone] Hertford, Hyde,Jones, Lenoir,Martin,
[phone] Fax Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick,Carteret,Columbus, Duplin,
Wilmington, North Carolina 28405 New Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office 585 Waughtown Street Alamance,Allegheny,Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth,Guilford,
[phone] Rockingham, Randolph,Stokes, Surry,
[phone] Fax Watauga,Wilkes, Yadkin
For more information, visit our web site at http://h2o.encstate.nc.us/peres/
PTA 02/04 -Rry 9 04109

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number:
(to be completed by DWQ)
1. Owner:
la. Town of Valdese
Z Full Legal Name(company, municipality, HOA, utility, etc.)
0 1b. Jeff Morse,Town Manager
Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officialsl)
a 1 c. The legal entity who will own this system is:
❑ Individual❑ Federal ® Municipality❑State/County❑ Private Partnership❑ Corporation ❑ Other(specify):
j 0 1 d. PO Box 339, 121 Fast Street le. Valdese
U. Mailing Address City
Z
1 f. NC 1 g. 28690
Z State Zip Code
1h. 828/879-2116 1L 828/879-2139 1j. [e-mail]
Q Telephone Facsimile E-mail
j L) 2. Project(Facility) Information: _
d2a. Sewer Infrastructure to Serve The Settings 2b. Burke
fZ Brief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q
3a. Clarence M. Lockamy, PE,The Wooten Company Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828/322-5533 3c, [e-mail]
Phone Number E-mail
1. Project is® New ❑ Modification(of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e.adding another
phase,changing line size/length,th,etc. Only include the modified information in this permit application-do not
I P 9� g 9 )• Y� P PP
duplicate project information in B(7)and B(10-11)that has already been included in the original permit.
2. Owner is ® Public(skip to Item B(3)) ❑ Private(go to Item 2(a))
l
2a. if private, applicant will be: 2b. If sold,facilities owned by a(must choose one)
❑ Retaining Ownership(i.e.store,church, single office, etc.)or El Public Utility(Instruction III)
Z ❑ Leasing units (lots,townhomes,etc. -skip to Item 6(3)) ❑ Homeowner Assoc./Developer(Instruction IV)
0 ❑ Selling units(lots,townhomes, etc.-go to Item B(2b))
F 3. Town of Valdese
j 'Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. Lake Rhodhiss WWTP 4b. NC 0041686
0 Name of WWTF WWTF Permit No.
LL 5a. Town of Valdese 5b. 48" ,® Gravity 5c.
Z Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit Number of Downstream Sewer(if known)
F- 6. The origin of this wastewater is (check all that apply):
2 ® Residential Subdivision ❑Car Wash
❑ Apartments/Condominiums ❑ Institution % Domestic/Commercial
W ❑ Mobile Home Park ❑Hospital
f3 ❑ School %Ind
Church ustrial
❑
❑ Restaurant ❑ Nursing Home __/Ofter_s eaf
y)
❑ Office El Other(specify):_ t, a ( 2
L
7. Volume of wastewater to be allocated for this particular project: 392,640
*Do not include previously permitted allocations
1 OCT 2 n 2007
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line-Flow will be permitted in subsequent permits that con act t�hlsLne ,,_ jl
❑ Flow has already been allocated in Permit No._ WAl i R nl Ia,I I sETICIv
❑ Rehabilitation or replacement of existing sewer with no new flow expec ad.f:JI t Fhr.-� lip CF
•j
171
FrA mm1 -uPv 174777

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
j .0219(I)for Item B(7)or the design flow for line or pump station sizing if zero flow in the space below.Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 21-1 .0219(1)(3). [
j
j 818 estimated dwelling units with an average of 4 bedrooms :. Design flow=240 gpd+2 (120)=480 gpd/unit
480 gpd x 818=392,640 gpd
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary)
i Size(inches) Length(feet) Gravity or Force Main
(use the pull down menu)
101, 55 _ Gravity
8„ - - - 6,700' Force Main
LJJ
Z ENTER TOTAL LINE LENGTH IN MILES 1.28 miles
V.... 11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
0 Location ID Power Reliability Option
(self chosen-as shown on Design Flow Operational Point (1-dual line feed;2-permanent generator w/ATS; 3-
plans for cross-reference) ( ) GPM C TD 6' portable generator w/telemetry; 4-wet well storage)
0 98 6 _f
0
Z
Mains latest version),the Gravity Sewer Minimum Design Criteria~ 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force[
( ) ty g is(latest version)and 15A NCAC 2H .0200 as applicable?
W ®Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
f1 variance is requested.SUBMIT TWO COPIES OF PLANS,SPECIFICATIONS OR CALCULATIONS !
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
im
� I
I
I
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings-General Permit or 401 Certification? ❑Yes ❑ No ® N/A
i I
Sedimentation and Erosion Control Plan? ®Yes ❑ No ❑ N/A
Stormwater? ❑Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah oriority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10%flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FrA 0?/09 -Rry 104105 I

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 j
(FAST-TRACK SEWER SYSTEMS)"to collect and record the stream classification data below(attach additional sheets asj
necessary).This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office(see instructions for addresses)OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
~Q waterbody;AND,
() ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability j
option for any pump station near a Class C down slope waterbody.
N Location ID on Map
(self chosen-as shown on Name of Waterbody Stream Waterbody j
! map for cross-reference) Waterbody County River Basin _ Index Classification
V #1 Howard Creek Burke Catawba 11-42-(2) WS-IV;CA
W
i
Submit the 8.5"x 11" COLOR.topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Jeff Morse, Town Manager,attest that this application for Sewer Infrastructure to Serve The Settings
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. Note: In accordance with North Carolina
General Statutes 143-21 .6A and 143-215.6B,any person who knowingly makes any false statement, representation, orl
certification in any app n shall a guilty of a Class 2 misdemeanor which may include a fine not to exceed$10,000
as well as civil an 00 per violation.
j la. j
Si f i ' a re Date
2. Pr essi I Engineer's Certification:
O 1 attest that this application for Sewer Infrastructure to Serve The Settinas has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations,and all other supporting documentation.
H to the best of my knowledge. I furtherattest that to the best of my knowledge the proposed design has been prepared in
Q accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
V 12, 1996,and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June
U. 1,2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal j
F package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that/have reviewed this material and have judged it to be consistent with the proposed design. Note: In
W accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,]
V representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
Q exceed$10,000 as well as civil penalties up to$25,000 per violation.
I
2a. Clarence M. Lockamy
Professional Engineer Name °4�EES3 m °•e,�
2b.The W ooten Company AL
s
i
Engineering Firm
2c. 1430E Old Lenoir Road, NW 297
m i
Mailing Address r.
2d. Hickory 2e. NC 2f. 28601
City State Zip soB E �0� °ao`'
2g. 828/322-5533 21h. 828/322-5242 2i. [e-mail] ° 9ueoo°ee°°ot t3 O
1
Telephone Facsimile E-mail Seal,Signature&Date
FTA mma -RP, 'A n4/05

Name of Stream Description Curr. Class Date Basin Stream Index#
White Mill Creek From source to a point C 09/01/74 Catawba 11-39-8-1-(1)
0.6 mile downstream of
the Burke
CountyCaldwell County
Line
White Mill Creek From a point 0.6 mile WS-IV 08/03/92 Catawba 11-39-8-1-(2)
downstream of Burke
County -Caldwell
County Line to Bristol
Creek
Jumping Branch From source to a point WS-IV 08/03/92 Catawba 11-40-(1)
0.6 mile upstream of
mouth
Jumping Branch From a point 0.6 mile WS-IV;CA 08/03/92 Catawba 11-40-(2)
upstream of mouth to
Lake Rhodhiss Lake,
Catawba River
Smoky Creek From source to a point WS-IV 08/03/92 Catawba 11-41-(1)
0.6 mile upstream of
mouth
Smoky Creek From a point 0.6 mile WS-IV;CA 08/03/92 Catawba 11-41-(2)
upstream of mouth Lake
Rhodhiss Lake, Catawba
River
Howard Creek From source to Secrets WS-Iv 08/03/92 Catawba 11-42-(1)
(Propst Creek) Creek
CHoward Creek From Secrets Creek to WS-IV;CA 08/03/92 Catawba 11-42-(2) �
(Propst Creek) Rhodhiss Lake, Catawba
River 11
Secrets Creek From source to Howard WS-Iv 08/03/92 Catawba 11-42-4
Creek
McGalliard Creek From source to a point WS-IV 08/03/92 Catawba 11-44-(0.5)
0.6 mile upstream of
mouth
MCGalliard Creek From a point 0.6 mile WS-IV;CA 08/03/92 Catawba 11-44-(3)
upstream of mouth to
Rhodhiss Lake, Catawba
River
Double Branch From source to WS-IV 08/03/92 Catawba 11-44-1
McGalliard Creek
Dye Branch From source to WS-IV 08/03/92 Catawba 11-44-2
McGalliard Creek
Hoyle Creek From source to a point WS-IV 08/03/92 Catawba 11-45-(0.5)
0.4 mile downstream of
Burke County SR 1546
Hoyle Creek From a point 0.4 mile WS-IV;CA 08/03/92 Catawba 11-45-(2)
downstream of Burke
County SR 1546 to
Rhodhiss Lake, Catawba
River
Micol Creek From source to Hoyle WS-IV 08/03/92 Catawba 11-45-1
Creek
Island Creek From source to a point WS-IV 08/03/92 Catawba 11-46-(0.5)
(Lail Creek) 0.7 mile upstream of
mouth
Page 8 of 9

EVALUATION OF G°DOWNSTREAM"WASTEWATER SYSTEM
TOWN OF VALDESE,NC
The force main from the proposed pump station will discharge into an existing 48-inch
gravity outfall line. This line terminates at the Town's wastewater treatment plant and has a
minimum downstream slope of 0.07%. Assuming an "N" value of 0.013 the capacity of this line,
when flowing full, is calculated to be approximately 25 mgd. This outfall is one of two (2) main
outfalls that feed into the wastewater treatment plant.
The treatment plant is currently permitted for a capacity of 7.5 mgd. The average daily
flow into the plant during the first 6 months of this year was 2.87 mgd.
The area to be served.by the proposed improvements is within the service area of the
existing outfall and wastewater treatment plant.
Based on the above information it is determined that there is adequate capacity in the receiving
outfall and the wastewater treatment plant to accommodate the wastewater flow from the
proposed project.

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All 3
FAST-TRACK APPLICATION forGRAT R DOOWO
®®.321l
OF W A TF9 j State of North Carolina
�O� pG De m wir E onment and Natural Resources
OCT 2 4
ll zuU/ p Division of Water Quality
o Y WATER QUALITY SECTION FAST-TRACK APPLICATION
fir GRA RNIC11111 1P STATIONS,AND FORCE MAINS
(pressure sewers systems am not to be included as part of this application package)
INSTRUCTIONS: Indicate that yo g i§ ofi'required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12)
® IL Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements —Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters— If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
® VI. Map— Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody(where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications—Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast-Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTAmm1 -RPv 104ms

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments— If this project is subject to an Environmental Assessment(EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications—Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer&Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station an route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND$400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778 Cherokee,Clay, Graham, Haywood,
[phone] Henderson,Jackson,Macon, Madison,
[phone] Fax McDowell, Mitchell, Polk, Rutherford,
Swain,Transylvania,Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Richmond, Sampson,Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue, Suite 301 Alexander,Cabarrus,Catawba,
Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln,
[phone] Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628 Granville, Halifax,Johnston, Lee, Nash,
[phone] Northampton, Orange, Person, Vance,
919 571-4718 Fax Wake,Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden,Chowan,
Washington, North Carolina 27889 Craven, Currituck, Dare, Gates, Greene,
[phone] Hertford, Hyde,Jones, Lenoir, Martin,
[phone] Fax Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick,Carteret,Columbus, Duplin,
Wilmington, North Carolina 28405 New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 585 Waughtown Street Alamance,Alleghany,Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford,
[phone] Rockingham, Randolph,Stokes, Surry,
[phone] Fax Watauga,Wilkes,Yadkin
For more information, visit our web site at.,http://h2o.enr.state.nc.us/peres/
F rA 09m1 -Rev I 04m5

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number:
(to be completed by DWQ) WQ0032423 `-
1. Owner.
1 a. Town of Valdese
Z Full Legal Name(company, municipality, HOA, utility, etc.)
0 1 b. Jeff Morse,Town Manager
F Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal® Municipality❑ State/County❑ Private Partnership❑ Corporation❑Other(specify):
cc
0 ,1 d. PO Box 339, 121 Fast Street !le. Valdese
Z Mailing Address City
I
If. NC :1 g. 28690
Z State Zip Code
1h. 828/879-2116 Ili. 828/879-2139 1j. '[e-mail]
Q Telephone Facsimile E-mail
V 2. Project(Facility) Information:
d2a. Sewer Infrastructure to Serve The Settings 2b. Burke
a Brief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q 3a. Clarence M. Lockam , PE,The Wooten Company
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828/322-5533 3c. clockam @thewootencom an .com
Phone Number IE-mail
1. Project is® New ❑ Modification(of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e.adding another
phase,changing line size/length,etc.). Only include the modified information in this permit application-do not
duplicate project information in B(7)and B(10-11)that has already been included in the original permit.
2. Owner is ® Public(skip to Item B(3)) ❑ Private(go to Item 2(a))
2a. If private, applicant will be: 2b. If sold,facilities owned by a(must choose one)
❑ Retaining Ownership(i.e. store,church, single office, etc.)or I', ❑ Public Utility(Instruction III)
Z ❑ Leasing units(lots, townhomes,etc. -skip to Item B(3)) ❑ Homeowner Assoc./Developer(Instruction IV)
0 ❑ Selling units (lots,townhomes, etc.-go to Item B(2b))
F" 3. Town of Valdese
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. Lake Rhodhiss WWTP 4b. NC 0041686
0 Name of WWTF WWTF Permit No.
LL 5a. Town of Valdese 5b. 48" ® Gravity Sc.
Z Owner of Downstream sewer Receiving Sewer Size ❑ Force Main Permit Number of Downstream Sewer(if known)
H 6. The origin of this wastewater is (check all that apply):
�L ® Residential Subdivision ❑Car Wash
W ❑Apartments/Condominiums ❑ Institution _%, Domestic/Commercial
LU ❑ Mobile Home Park ❑ Hospital
IL ❑School ❑Church %Industrial, i
❑ Restaurant ❑ Nursing Home %Other(specify).' '
❑Office ❑ Other(specify):
7. Volume of wastewater to be allocated for this particular project: 392,640 gall ✓_S' er ay� " )
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why: Cr I 2 fl 20 11/ I J Y
❑ Interceptor Line-Flow will be permitted in subsequent permits that connect this ine
❑ Flow has already been allocated in Permit No._ JJJ 114
❑ Rehabilitation or replacement of existing sewer with no new flow expected WATe i „UN IT"SECTION
Fl�HNILU I CGln JALG
Rev 'A 77 5''

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I)for Item B(7)or the design flow for line or pump station sizing if zero flow in the space below.Values other than
that in 15A NCAC 2H .0219(1)(1-2)must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
818 estimated dwelling units with an average of 4 bedrooms :. Design flow=240 gpd+2(120)=480 gpd/unit
480 gpd x 818=392,640 gpd
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary)
Size(inches) Length(feet) Gravity or Force Main
(use the pull down menu)
101, 55_ Gravity
6,700' _ Force Main
0
W
Z
H I
Z ENTER TOTAL LINE LENGTH IN MILES 1.28 miles
0 11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
Z Location ID i Power Reliability Option
(self chosen-as shown on Design Flow i Operational Point (1-dual line feed;2-permanent generator WATS;3-
plans for cross-reference) (MGD) GPM TDH portable generator wftelemetry;4-wet well storage)
0.98 683 gpm @226' 2
0
LL
Z - - - -
F '
112. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains(latest version),the Gravity Sewer Minimum Design Criteria(latest version)and 15A NCAC 2H .0200 as applicable?
W ®Yes ❑ No If no,please reference the pertinent minimum design criteria or regulation and indicate why a
d variance is requested.SUBMITTWO COPIES OF PLANS,SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings-General Permit or 401 Certification? ❑Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? [:]Yes [:] No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered_hiah oriority and must be checked once everv.six months.
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10%flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA M/01 -Rry 1 04/()7

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST-TRACK SEWER SYSTEMS)"to collect and record the stream classification data below(attach additional sheets as
necessary).This document is available from our web site or by contacting the appropriate Division of Water Quality
ZD regional office(see instructions for addresses)OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
awaterbody; AND,
Q ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
N Location ID on Map
Name of Waterbody Stream Waterbody
(self chosen-ass own on map for cross-reference) Waterbody County River Basin Index Classification
O _ _ O WS-IV; CA
#1 Howard Creek Burke Catawba 11-42-2
Q
W
N '
V
Submit the 8.5"x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Jeff Morse, Town Manager,attest that this application for Sewer Infrastructure to Serve The Settings
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. Note: In accordance with North Carolina
General Statutes 143-21 .6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any app ' n shall a guilty of a Class 2 misdemeanor which may include a fine not to exceed$10,000
as well as civil an 00 per violation.
la.
Si i , a re Date
N 2. Pr essi I Engineer's Certification:
0 I attest that this application for Sewer Infrastructure to Serve The Settings has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations,and all other supporting documentation
-° to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
Q accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
V 12, 1996, and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June
LL 1,2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
(:. package may have been developed by other professionals, 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
U J accordance with NC General Statutes 143-215.6A and 143-215.6B,any person who knowingly makes any false statement,
V representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
f7 exceed$10,000 as well as civil penalties up to$25,000 per violation.
2a. Clarence M. Lockamy ®®,eNw
Professional Engineer Name
2b.The Wooten Company ESS
Engineering Firm C •t 7'
e
AL
2c. 1430B Old Lenoir Road, NW 297
Mailing Address ® e• ^~
2d. Hickory 2e. NC 2f. 28601
City State Zip
2g. 828/322-5533 2h. 828/322-5242 2i. [e-mail] shy°rases®e®®��13
1
Telephone Facsimile E-mail Seal,Signature&Date
FrA nwol -Rpv 1 Hams

Name of Stream Description Curr. Class Date Basin Stream Index#
White Mill Creek From source to a point C 09/01/74 Catawba 11-39-8-1-(1)
0.6 mile downstream of
the Burke
CountyCaldwell County
Line
White Mill Creek From a point 0.6 mile WS-IV 08/03/92 Catawba 11-39-8-1-(2)
downstream of Burke
County -Caldwell
County Line to Bristol
Creek
Jumping Branch From source to a point WS-IV 08/03/92 Catawba 11-40-(1)
0.6 mile upstream of
mouth
Jumping Branch From a point 0.6 mile WS-IV;CA 08/03/92 Catawba 11-40-(2)
upstream of mouth to
Lake Rhodhiss Lake,
Catawba River
Smoky Creek From source to a point WS-IV 08/03/92 Catawba 11-41-(1)
0.6 mile upstream of
mouth
Smoky Creek From a point 0.6 mile WS-IV;CA 08/03/92 Catawba 11-41-(2)
upstream of mouth Lake
Rhodhiss Lake, Catawba
River
Howard Creek From source to Secrets WS-IV 08/03/92 Catawba 11-42-(1)
(Propst Creek) Creek �.
[Howard Creek From Secrets Creek to WS-IV;CA 08/03/92 Catawba 11-42-(2)
(Propst Creek) Rhodhiss Lake, Catawba J
River
Secrets Creek From source to Howard WS-IV 08/03/92 Catawba 11-42-4
Creek
McGalliard Creek From source to a point WS-IV 08/03/92 Catawba 11-44-(0.5)
0.6 mile upstream of
mouth
McGalliard Creek From a point 0.6 mile WS-IV;CA 08/03/92 Catawba 11-44-(3)
upstream of mouth to
Rhodhiss Lake, Catawba
River
Double Branch From source to WS-IV 08/03/92 Catawba 11-44-1
McGalliard Creek
Dye Branch From source to WS-IV 08/03/92 Catawba 11-44-2
McGalliard Creek
Hoyle Creek From source to a point WS-IV 08/03/92 Catawba 11-45-(0.5)
0.4 mile downstream of
Burke County SR 1546
Hoyle Creek From a point 0.4 mile WS-IV;CA 08/03/92 Catawba 11-45-(2)
downstream of Burke
County SR 1546 to
Rhodhiss Lake, Catawba
River
Micol Creek From source to Hoyle WS-IV 08/03/92 Catawba 11-45-1
Creek
Island Creek From source to a point WS-IV 08/03/92 Catawba 11-46-(0.5)
(Lail Creek) 0.7 mile upstream of
mouth
Page 8 of 9

EVALUATION OF('DOWNSTREAM"WASTEWATER SYSTEM
TOWN OF VALDESE,NC
The force main from the proposed pump station will discharge into an existing 48-inch
gravity outfall line. This line terminates at the Town's wastewater treatment plant and has a
minimum downstream slope of 0.07%. Assuming an "H" value of 0.013 the capacity of this line,
when flowing full, is calculated to be approximately 25 mgd. This outfall is one of two (2) main
outfalls that feed into the wastewater treatment plant.
The treatment plant is currently permitted for a capacity of 7.5 mgd. The average daily
flow into the plant during the first 6 months of this year was 2.87 mgd.
The area to be served by the proposed improvements is within the service area of the
existing outfall and wastewater treatment plant.
Based on the above information it is determined that there is adequate capacity in the receiving
outfall and the wastewater treatment plant to accommodate the wastewater flow from the
proposed project.

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FOWN OF VALDESE, N C 28090
R�r` 7k}-!k8f0� 4W1 '00 4P,,G,GG
NC DES wI" F EN4'Zh1 'dT1EPdT; G-31 G GAL' 4Y'G.GG
42394 11 /0/07 480.60 0 00 480.00
TOWN OF VALDESE MINT 531
� P.O.8DX 339 BRANCH BANKING AND TRUST COMPANY
Valdese,N.C.28690-0339 225 MAIN STREET EAST ("1 /� /(
[phone] VALDESE,NO 28690 0 4 4
%S70TaC V;,IdeSE
11/02/2007 42394 $480.00
PAY B ***480 D13LLARS AND 00 CrNTS
VOID AFTER 60 DAYS
THIS DISBURSEMENT HAS BEEN.APPROVED AS REQUIRED BY
PAY C DEPT. OF^ EM11RONMENT THE LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
TO THE 1 E.ALTH AND NATURAL RESOURCES
ORDER,
TREASURER OR ASSISTANT TREASURER
FIN

r

I
Permit No 0100032423 Town of Valdese The Settings Burke County November 7 2007
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description: approximately 55 linear feet of 10-inch dia etexgravity..sew.er;,a 683-gallon per
minute sewage pumping station with duplex pumps, on-site aucf_l a d f�"41, idh water alarms, an
on-site permanently installed emergency power generator with ut�,jjmatrc Iran fe-sovitcl and telemetry;
as well as approximately 6,700 linear feet of 8-inch diameter fc 0 lmain
at.t. - o „y
Complete and submit this form to the Asheville regional office with thE folio ing
• One copy of the project record drawings (plan & profile views of s we4,l,,1 of the vgstewater etl n
system extension - ;p
• supporting design calculations (selected pumps, system curve, operating point, available storag i p rtab
generator(s) or storage greater than longest past three year outage reliability option selected)fo ny mp
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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'SCERTIFICATION
❑ Partial Final
I; Chwerxe M• A.&�MMV, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly;;4 full time)the construction of the above referenced
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 2T; the Division of Water Quality'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:
...... ........
®eeeeeeeaga���
CAR°C'aag®
SEND THIS FORM &SUPPORTING DOCUMENTATION
P® WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
° L t
297 ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
s®e ° M 2090 US HIGHWAY 70
SWANNANOA, NC 28778
f h.L.. o 8...........
.............................................. ....
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 Engineers Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

THE June 29,2009 E C^ V it
OOTEN 6 2009
N.C. Department of Environment&Natural Resourc s
COMPANY Division of Water Quality
Asheville Regional Office WATER QUALITY SECTION
E N G I N E E R I N G 2090 US Highway 70 ASHEVIL.LE REGIONAL OFFICE
Swannanoa,NC 28778
PLANNING
A R C H I T E C T U R E Re: Engineer's Certification
Wastewater Infrastructure Extension—WQ 0032423
Town of Valdese,NC
TWC Project No. 2749-N
Dear Sirs:
Attached please find one (1) copy of the "As Constructed" drawings and supporting
design calculations for the above referenced project. All testing has been
successfully completed and to the best of my knowledge the project has been
constructed in compliance with the permit.
Please advise if additional information is needed.
Sincerely,
THE T N COMPANY
Clarence M.Lockamy, , PLS
CML/lpb
Pc: Mr. Jeff Morse,Town Manager
Attachments
1430B Old Lenoir Road,NW
Hickory,NC 28601
828.322.5533
fax [phone]

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-ROJECT Il-\e S
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THE
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COMPANY 51-115JECT
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PROJECT NAME
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COOOTEN MPANY SUBJECT �eary p�
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PHONE: [phone] FAX: [phone]

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COMPANY 5UBJECi Date
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PHONE: [phone] FAX: [phone]

EVALUATION OF`DOWNSTREAM"WASTEWATER SYSTEM
TOWN OF VALDESE,NC
The force main from the proposed pump station will discharge into an existing 48-inch
gravity outfall line. This line terminates at the Town's wastewater treatment plant and has a
minimum downstream slope of 0.07%. Assuming an "N"value of 0.013 the capacity of this line,
when flowing full, is calculated to be approximately 25 mgd. This outfall is one of two (2) main
outfalls that feed into the wastewater treatment plant.
The treatment plant is currently permitted for a capacity of 7.5 mgd. The average daily
flow into the plant during the first 6 months of this year was 2.87 mgd.
The area to be served by the proposed improvements is within the service area of the
existing outfall and wastewater treatment plant.
Based on the above information it is determined that there is adequate capacity in the receiving
outfall and the wastewater treatment plant to accommodate the wastewater flow from the
proposed project.

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Company:HD Supply-Engineered Products DivisMaIdese
Name:David Grose John Berry Pump Station Fairbarks Morse
Date: 12/18/2007 Pentair water
Pump: Search Criteria: -
Size: 4"5434MV Floe: 683 US gpm Head: 226 It
Type: 5430-SOLIDS HANDLING Speed: 1780 rpm Fluid:
Synch speed: 1800 rpm Dia: 14.8125 in
Curve: T4D1B Impeller: T4D1B Water Temperature:60T
SG: 1 Vapor pressure: 0.2563 psi a
Specific Speeds: Ns: -- Viscosity: 1.105 cP Atm pressure: 699.3 psi a
Nss: — NPSHa: —
Dimensions: Suction: 4 in _
Discharge: 4 in Motor. .. _
Pump..Limits- , _ Consult Fairbanks Morse Pump,60 Hz to select a motor for this pump.
Temperature: -- Power: --
Pressure: — Eye area: —
Sphere size: 3 in
16 in -"
.,i 30o Sysfea� C� /5�D
nt. '
Flow: 683 US gpm 15 in 40`'50. .55
Head: 227ft .8125 in .. _.... 8 �... __.. ... . ... ... . -.
Eff: 58°/n 250 ,` 4.66 ..._ _.._
Power. 67.1 hp 14-in \ 68 68NPSHr. 20 it
Qoth nops
L aNair
Shutoff head: 263It , 200: 13 in ._ �. - __ �..... _ ___:. \_ 68 ..
Shutoff dP: 114 psi _ t ` `\ `� 86 64.
Min flow: 300 US gpm = '12 in 60 ..:...-.
SEP: 69%Q 1428 US gpm
ISO
NOL power:
124 hp @ 2190 US gpm _:__ 5D.55.
30 hphp 125 hip
- \
Max power. 100 - ----
156 hp Q 2376 US gpm - - - ' - .6Q0 h _ 75,hp 60 hp_
500 -1000 �-----1500 2000
50
a g
Z 500 1000 1500 2000
US gpm
Curve efficiencies are typical.For guaranteed values,contact Fairbanks Morse or your local distributor.
Las aficiancias an curves son tlpicas.Pan velores gerardlzedca contacts a Fairbanks Mama o a su
PnI0F�l+ana►€v��!ana,.:,:...
Flow Speed Hand Efficiency Power NPSHr
US gpm rpm it % hp It
820 1780 220 62 73.6 20
683 1780 227 58 67.1 20
546 1780 234 53 60.5 20
410 1780 240 46 54.1 20
273 1780 — — — —
1-12Oplimize-Fairbanks-Morse 8 Selected from catalog: Fairbanks Morse Submersible.60 Vers:3

PUMP DESIGN-THE WOOTEN COMPANY
LOCATION Ivaldese DESIGNER CML
TWC No. 2749-N DATE 811120070:00 +.
APPLICATION IThe Settings PS I PRELIMINARY
FINAL X
TYPEOFPUMP Submersible SHOP DRAWING
1. DISCHARGE 683,00i GPM ( 0.98 MUD)
PUMP EFFICIENCY(%)= 50.00 NPSH REQUIRED— 200 FT
TEMPERATURE OF FLUID— ................68',degrees F
--MANUALLY INPUT CHANGES TO NPSH AVAILABLE DATA--
ATMOSPHERIC PRESSURE: 14.1 psi
FLUID SPECIFIC GRAVITY: 1.0
VAPOR PRESSURE: 0.3390 psi
NOTE: ATMOSHERIC PRESSURE= 14.70 psi-std conditions,sea level
= 14.00 psi-1,320'above SL
= 13.30 psi-2,640'above SL
= 12.70 psi-3,960'above SL
= 12.00 psi-5,280'above SL
2. REMARKS:
Using PVC Pipe: Initial L!{D End of Service C,120
DESIGNATES USER INPUT
The Wooten Company Page 1

SUMMARY OF RESULTS
STATIC FRICTION
HEAD(ft) HEAD(ft)
SUCTION 0.00 0.00
DISCHARGE 152.00 56.30
TOTALS 152.00 56.30
TOTAL DYNAMIC HEAD= 208.3 IT FORCE MAIN = 6,775 FT
NPSH AVAILABLE= 31.8 FT NPSH REQUIRED= 20.0 FT
NPSHA > NPSHR —O.K.
INTAKE WATER SURFACE: N/A FT
PUMP INTAKE ELEVATION(center of volute): 993.00 FT
DISCHARGE SURFACE(or high point elevation): 1145.00 FT
FINAL DESIGN BASED ON C-VALUE OF 140
PUMP SELECTION: (Attach copy of pump curve and mfg.data.)
PUMP MANFACTURER=FBM
PUMP TYPE=Submersible(nonclog)
PUMP MODEL#=4"-5432 MV
CATALOG&PAGE#=
DESIGN POINT:
Q(gpm)=683.0
TDH(ft)=208.3
EFFICIENCY(%)=50.00
MOTOR HP REQUIRED=71.9
The Wooten Company Page 2

SUCTION LINE LOSSES DISCHARGE LINE LOSSES
PIPE 1=� FT OF �IN DIAMETER PIPE 1= 6,775 FT OF =IN DIAMETER
Cl— Cl— 140
FLOW = GPM ( FT/SEC) FLOW = 683 GPM ( 4.4 FT/SEC)
HEAD LOSS PER 1000 FEET= 0.00 FT HEAD LOSS PER 1000 FEET = 7.83 FT
SUCTION PIPE HEAD LOSS = 0.00 Fr DISCHARGE PIPE HEAD LOSS = 53.08 FT
NUMBER OF PUMPS(#OF SPLIT FLOWS)— I NUMBER OF PUMPS(#OF SPLIT FLOWS)=
PIPE 2=[:::::� Fr OF IN DIAMETER PH'E 2== Fr OF =IN DIAMETER
C2= C2
FLOW = GPM ( Fr/SEC) FLOW = GPM ( FT/SEC)
HEAD LOSS PER 1000 FEET= 0.00 FT HEAD LOSS PER 1000 FEET = 0.00 FT
SUCTION PIPE HEAD LOSS = 0.00 Fr DISCHARGE PIPE HEAD LOSS = 0.00 FT
NUMBER OF PUMPS(#OF SPLIT FLOWS)= +. 1 NUMBER OF PUMPS(#OF SPLIT FLOWS)= I
ADDITIONAL PIPE FLOW— 0'
PIPE 3= FT OF =IN DIAMETER PIPE 3= FT OF =IN DIAMETER
C3— C3=
FLOW = GPM ( FT/SEC) FLOW = GPM ( FT/SEC)
HEAD LOSS PER 1000 FEET= 0.00 FT HEAD LOSS PER 1000 FEET = 0.00 Fr
SUCTION PIPE HEAD LOSS = 0.00 Fr DISCHARGE PIPE HEAD LOSS = 0.00 FT
NUMBER OF PUMPS(#OF SPLIT FLOWS)= i 1 NUMBER OF PUMPS(#OF SPLIT FLOWS)= io.. r
ADDITIONAL PIPE FLOW— f, 0
PIPE 4= FT OF =IN DIAMETER PIPE 4 FT OF =IN DIAMETER
C4= C4=
FLOW = GPM ( FT/SEC) FLOW = GPM ( FT/SEC)
HEAD LOSS PER 1000 FEET= 0.00 FT HEAD LOSS PER 1000 FEET = 0.00 FT
SUCTION PIPE HEAD LOSS = 0.00 FT DISCHARGE PIPE HEAD LOSS = 0.00 FT
NUMBER OF PUMPS(#OF SPLIT FLOWS)— 1 NUMBER OF PUMPS(#OF SPLIT FLOWS)— ? 1:.
ADDITIONAL PIPE FLOW— 0
WET WELL WATER LEVEL Fr ELEV.AT INTAKE(center line of volute)— 993.00 FT
ELEV.AT INTAKE(center line of volute)— FT HIGHEST ELEVATION PT —r 1,145,00 Fr
SUCTION STATIC HEAD = 0.00 FT DISCHARGE STATIC LOSS= 152.00 FT
SUCTION FRICTION LOSS= 0.00 FT DISCHARGE FRICTION LOSS= 53.08 Fr
SUCTION FITTING LOSS = 0.00 FT DISCHARGE FITTING LOSS = 3.23 FT
SUCTION PIPING NET LOSS= 0.00 FT DISCHARGE PIPING NET LOSS= 56.30 FT
TOTAL SUCTION HEAD LOSS= 0.00 FT TOTAL DISCHARGE HEAD LOSS= 208.30 FT
The Wooten Company Page 3

SUCTION MINOR LOSSES
PIPE 1 PIPE 2 PIPE 3 PIPE 4
FLOW(GPM)
DIAMETER(IN) 0 0 0
LENGTH(FT) 0 0 0
FITTINGS K VAL NO. HL NO. HL NO. HL NO. HL
ENTRANCE LOSS
FLUSH END 0.50 0.00 0.00 0.00 0.00
BELLMOUTH 0.04 0.00 0.00 0.00 0.00
PROJECTING 0.83 0.00 0.00 0.00 0.00
PLUG VALVE 0.77 0.00 0.00 0.00 s 0.00
CHECK VALVE 2.30 0.00 0.00 0.00 0.00
GATE VALVE 0.20 0.001 1 0.00 0.00 0.00
BUTTERFLY VALVE 0.46 0.00 s. 0.00 0.00 _ 0.00
GLOBE VALVE 10.00 0.00 0.00 0.00 " 0.00
90 DEG 0.30 0.00 0.00 0.00 i 0.00
45 DEG 0.20 0.00 I, 0.00 0.00 i 0.00
22.5 DEG 0.151 0.00 0.00 1 0.001 0.00
TEE(STANDARD) 1.80 0.00 0.00 0.00 ; 0.00
TEE(SIDE) 1.80 0.00 i 0.00 0.00 0.00
TEE(RUN OF T) - 0.60 0.00 0.00 0.00 s. 0.00
WYE BRANCH 1.00 000 0.00 0.00 0.00
CROSS 90 2.40 0.00 0.00 0.00 0.00
CROSS RUN 1.20 0.00 0.00 0.00 0.00
DECREASER TO? INCHES 0.00 0.00 0.00 0.00
CONTRACTION
d/D=1/4 0.42 0.00 ': 0.00 0.00 0.00
d/D=1/2 0.33 0.00 :I 0.00 0.00 0.00
d/D=3/4 0.19 1 0.001 0.00 0.00 - 0.00
ENLARGEMENT
d/D=1/4 0.92 0.00 0.00 0.00 i 0.00
d/D=1/2 0.56 0.00 0.00 0.00 0.00
d/D=3/4 0.19 0.00 0.00 0.00 0.00
Add'IHI 1 0.00 1 0.00 0.00 0.00
Add'1 111 0.00 `: 0.00 0.00 0.00
Add'I111 0.00 0.00 0.00 0.00
Add'I 111 0.00 d 0.00 0.00 : 0.00
Add'1 HI 0.00 i 0.00 0.00 0.00
K SUBTOTAL(NOT INCL.DECR) 0.00 -- 0.00 0.00 -- 0.00
V^2/2g 0.00 -- 0.00 -- 0.00 -- 0.00
SUCTION MINOR LOSS(FT) 0.00 -- 0.00 -- 0.00 -- 0.00
NOTE: K values are taken from CHICAGO PUMP:HYDRAULICS&USEFUL INFORMATION.
The Wooten Company Page 4

DISCHARGE MINOR LOSSES
PIPE 1 PIPE 2 PIPE 3 PIPE 4
FLOW(GPM) 683
DIAMETER(IN) 8 0 0
LENGTH(FT) 6775 0 0
FITTINGS K VAL NO. HL NO. HL NO. HL NO. HL
OUTLET LOSS
FLUSH END 1.00 1 1.00 i. 0.00 0.00 0.00
BELLMOUTH 0.101 0.00 r 0.00 0.()Ol 0.00
PLUG VALVE 0.77 1 0.77 0.00 0.00 0.00
CHECK VALVE 2.30 2 4.60 f: 0.00 0.00 0.00
GATE VALVE 0.20 0.00 'I 0.00 0.00 0.00
BUTTERFLY VALVE 0.46 0.001 1 0.00 0.00 0.00
GLOBE VALVE 10.00 0.00 0.00 0.00 0.00
90 DEG 0.30 2 0.60 0.00 0.00 0.00
45 DEG 0.20 7 1.40 0.00 0.00 0.00
22.5 DEG 0.151 6 0.90 ! 0.00 1 0.00 0.00
TEE(STANDARD) 1.80 0.00 f' 0.00 0.00 0.00
TEE(SIDE) 1.80 0.00 0.00 0.00 0.00
TEE(RUN OF T) 0.60 0.00 fP 0.00 0.00 0.00
WYE BRANCH 1.00 1 1.001 1 0.00 0.00 0.00
CROSS 90 2.40 0.00 d 0.00 0.00 0.00
CROSS RUN 1.20 0.00 ' 0.00 0.00 0.00
BALL VALVE 0.05 0.00 P 0.00 0.00 0.00
INCREASER TO? INCHES 1 0.00 0.00 1 0.001 0.00
CONTRACTION
d/D=114 0.42 0.00 0.00 0.00 0.00
d/D=1/2 0.33 0.00 1 0.00 0.00 0.00
d/D=3/4 0.19 0.001 1 0.00 0.00 0.00
ENLARGEMENT
d/D=1/4 0.92 0.00 'i 0.00 0.00 0.00
d/D=1/2 0.56 1 0.56 0.00 0.00 0.00
d/D=3/4 0.191 0.00 0.00 1 0.001 0.00
Meter Vault: 1,05 0.00 iE 0.00 0.00 0.00
Plug Valve 70%open 2$ 0.00 ' 0.00 0.00 0.00
Fllter 100 0.00 0.00 0.00 0.00
Increaser 4/6,6/8 0.2 0.001 1 0.00 0.00 0.00
11.25 deg !. 0.1 t 0.10 : 0.00 0.00 0.00
K SUBTOTAL(NOT INCL.INCR) 10.93 -- 0.00 -- 0.00 -- 0.00
V^2/2g 0.30 -- 0.00 -- 0.00 -- 0.00
DISCHARGE FITTINGS LOSS(FT) 3.23 -- 0.0011 0.00 0.00
NOTE: K values are taken from CHICAGO PUMP:HYDRAULICS&USEFUL INFORMATION.
The Wooten Company Page 5

PUMP DESIGN-THE WOOTEN COMPANY
LOCATION lValdese DESIGNER CML
TWC No. 2749-N DATE 8/1/2007 0:00
APPLICATION IThe Settings PS PRELIMINARY
FINAL X
TYPE OF PUMP ISubmersible i SHOP DRAWING
1. DISCHARGE 6$3.00 GPM ( 0.98 MOD)
PUMP EFFICIENCY(%)= 50.00 NPSH REQUIRED— 200 FT
TEMPERATURE OF FLUID= S. 68,degrees F
--MANUALLY INPUT CHANGES TO NPSH AVAILABLE DATA--
ATMOSPHERIC PRESSURE:. 14.11 psi
FLUID SPECIFIC GRAVITY: 1.0
VAPOR PRESSURE: 0.3390 psi
NOTE: ATMOSHERIC PRESSURE= 14.70 psi-std conditions,sea level
14.00 psi-1,320'above SL
13.30 psi-2,640'above SL
12.70 psi-3,960'above SL
= 12.00 psi-5,280'above SL
2. REMARKS:
Using PVC Pipe: Initial C=140 End-of-Sermc637
DESIGNATES USER INPUT
The Wooten Company Page 1

SUMMARY OF RESULTS
STATIC FRICTION
HEAD(B) HEAD(ft)
SUCTION 0.00 0.00
DISCHARGE 152.00 73.82
TOTALS 152.00 73.82
TOTAL DYNAMIC HEAD= 225.8 FT FORCE MAIN = 6,775 FT
NPSH AVAILABLE= 31.8 FT NPSH REQUIRED= 20.0 FT
NPSHA > NPSHR O.K.
INTAKE WATER SURFACE: NIA FT
PUMP INTAKE ELEVATION(center of volute): 993.00 FT
DISCHARGE SURFACE(or high point elevation): 1145.00 FT
FINAL DESIGN BASED ON C-VALUE OF 120
PUMP SELECTION: (Attach copy of pump curve and mfg.data.)
PUMP MANFACTURER=FBM
PUMP TYPE=Submersible(nonclog)
PUMP MODEL#=4"-5432 MV
CATALOG&PAGE#=
DESIGN POINT:
Q(gpm)=683.0
TDH(ft)=225.8
EFFICIENCY(%)=50.00
MOTOR HP REQUIRED=77.9
The Wooten Company Page 2

SUCTION LINE LOSSES DISCHARGE LINE LOSSES
PH'E 1= FT OF IN DIAMETER PIPE 1= 6,7751 Fr OF =IN DIAMETER
Cl— Cl= 120
FLOW = GPM ( Fr/SEC) FLOW = 683 GPM ( 4.4 Fr/SEC)
HEAD LOSS PER 1000 FEET= 0.00 FT READ LOSS PER 1000 FEET = 10.42 Fr
SUCTION PIPE HEAD LOSS = 0.00 Fr DISCHARGE PIPE HEAD LOSS = 70.59 Fr
NUMBER OF PUMPS(#OF SPLIT FLOWS)— i 1 NUMBER OF PUMPS(#OF SPLIT FLOWS)— % 1.
PIPE 2=� Fr OF �IN DIAMETER PIPE 2=� FT OF =IN DIAMETER
C2— C2
FLOW = GPM ( Fr/SEC) FLOW = GPM ( FT/SEC)
HEAD LOSS PER 1000 FEET= 0.00 FT READ LOSS PER 1000 FEET = 0.00 FT
SUCTION PIPE HEAD LOSS = 0.00 Fr DISCHARGE PIPE HEAD LOSS = 0.00 Fr
NUMBER OF PUMPS(#OF SPLIT FLOWS)— 1 NUMBER OF PUMPS(#OF SPLIT FLOWS) i I[
ADDITIONAL PIPE FLOW 0
PIPE 3== FT OF DIN DIAMETER PIPE 3= Fr OF =IN DIAMETER
C3— C3—
FLOW = GPM ( Fr/SEC) FLOW = GPM ( Fr/SEC)
HEAD LOSS PER 1000 FEET= 0.00 Fr HEAD LOSS PER 1000 FEET = 0.00 Fr
SUCTION PIPE HEAD LOSS = 0.00 Fr. DISCHARGE PIPE HEAD LOSS = 0.00 FT
NUMBER OF PUMPS(#OF SPLIT FLOWS)— 1 NUMBER OF PUMPS(#OF SPLIT FLOWS) '
ADDITIONAL PIPE FLOW= 01
PIPE 4 FT OF =IN DIAMETER PIPE 4=F:=:] FT OF =IN DIAMETER
C4= C4=
FLOW = GPM ( FT/SEC) FLOW = GPM ( Fr/SEC)
HEAD LOSS PER 1000 FEET= 0.00 Fr READ LOSS PER 1000 FEET = 0.00 FT
SUCTION PIPE HEAD LOSS = 0.00 FT DISCHARGE PIPE READ LOSS = 0.00 Fr
NUMBER OF PUMPS(#OF SPLIT FLOWS)= 1 NUMBER OF PUMPS(#OF SPLIT FLOWS)= 6::
ADDITIONAL PIPE FLOW= 0
WET WELL WATER LEVEL— Fr ELEV.AT INTAKE(center line of volute) 993.00 Fr
ELEV.AT INTAKE(center line of volute)= FT HIGHEST ELEVATION PT = 1'.145.00 FT
SUCTION STATIC HEAD = 0.00 FT DISCHARGE STATIC LOSS= 152.00 FT
SUCTION FRICTION LOSS= 0.00 FT DISCHARGE FRICTION LOSS= 70.59 Fr
SUCTION FITTING LOSS = 0.00 Fr DISCHARGE FITTING LOSS = 3.23 Fr
SUCTION PIPING NET LOSS= 0.00 FT DISCHARGE PIPING NET LOSS= 73.82 FT
TOTAL SUCTION HEAD LOSS= 0.00 FT TOTAL DISCHARGE HEAD LOSS= 225.82 FT
The Wooten Company Page 3

SUCTION MINOR LOSSES
PIPE 1 PIPE 2 PIPE 3 PIPE 4
FLOW(GPM)
DIAMETER(IN) 0 0 0
LENGTH(FT) 0 0 0
FITTINGS K VAL NO. HL NO. HL NO. HL NO. HL
ENTRANCE LOSS
FLUSH END 0.50 0.00 0.00 0.00 ' 0.00
BELLMOUTH 0.04 0.00 0.00 0.00 0.00
PROJECTING 0.83 0.00 !! 0.00 0.00
PLUG VALVE 0.77 0.00 0.00 0.001 0.00
CHECK VALVE 2.30 000 0.00 0.00 0.00
GATE VALVE 0.20 0.001 1 000 0.00 0.00
BUTTERFLY VALVE 0.46 0.00 0.00 0.00 0.00
GLOBE VALVE 10.00 0.00 +. 0.00 0.00 0.00
90 DEG 0.30 0.00 0.00 0.00 r 0.00
45 DEG 0.20 0.00 ': 0.00 0.00 0.00
22.5 DEG 0.151 0.00 0.00 0.00 0.00
TEE(STANDARD) 1.80 0.00 0.001 0.001 0.00
TEE(SIDE) 1.80 0.00 0.00 0.00 0.00
TEE(RUN OF T) 0.60 0.00 0.00 0.00 0.00
WYE BRANCH 1.00 0.00 r. 0.00 0.00 0.00
CROSS 90 2.40 0.00 0.00 0.00 0.00
CROSS RUN 1.20 0.00 +. 0.00 0.00 ! 0.00
DECREASER TO? INCHES 0.00 0.00 0.00 !. 0.00
CONTRACTION
d/D=114 0.42 0.00 0.00 0.00 0.00
d/D=1/2 0.33 0.00 ': 0.00 0.00 0.00
d/D=3/4 0.19 0.001 1 0.00 0.00 0.00
ENLARGEMENT
.......
d/D=1/4 0.92 0.00 ! 0.00 0.00 ! 0.00
d/D=1/2 0.56 0.00 i 0.00 0.00 0.00
d/D=3/4 0.19 0.00 ! 0.00 0.00 0.00
Add'1 111 0.00 0.00 0.00 ': 0.00
Add'1 111 0.00 0.00 0.00 0.00
Add'I xl 0.00 0.00 0.00 0.00
Add'IHI 0.00 1 0.00 0.00 : 0.00
Aaa1x1 0.00 0.00 0.00 0.00
K SUBTOTAL(NOT INCL.DECR) 0.00 -- 0.00 -- 0.00 0.00
V^2/2g 0.00 -- 0.00 -- 0.00 -- 0.00
SUCTION MINOR LOSS(FT) 0.00 -- 0.00 -- 0.00 -- 0.00
NOTE: K values are taken,from CHICAGO PUMP:HYDRAULICS&USEFUL INFORMATION.
The Wooten Company Page 4

DISCHARGE MINOR LOSSES
PIPE 1 PIPE 2 PIPE 3 PIPE 4
FLOW(GPM) 683
DIAMETER(IN) 8 0 0
LENGTH(FT) 6775 0 0
FITTINGS K VAL NO. HL NO. HL NO. HL NO. HL
OUTLET LOSS
FLUSH END 1.00 1 1.00 0.00 0.00 0.00
BELLMOUTH 0.101 0.00 0.00 0.001 0.00
PLUG VALVE 0.77 '1 0.77 - 000 0.00 ! 0.00
CHECK VALVE 2.30 2 4.60 0.00 0.00 ! 0.00
GATE VALVE 0.20 0.00 i 0.00 0.00 0.00
BUTTERFLY VALVE 0.46 0.001 1 0.00 0.00 0.00
GLOBE VALVE 10.00 0.00 0.00 0.00 0.00
90 DEG 0.30 2 0.60 0.00 0.00 0.00
45 DEG 0.20 7 1.40 0.00 0.00 0.00
22.5 DEG 0.15 '6 0.90 0.00 1 0.001 0.00
TEE(STANDARD) 1.80 1 , 0.00 0.00 0.001 0.00
TEE(SIDE) 1.80 0.00 0.00 0.00 0.00
TEE(RUN OF T) 0.60 0.00 0.00 0.00 0.00
WYEBRANCH 1.00 1 1.001 1 0.00 0.00 - 0.00
CROSS 90 2.40 0.00 0.00 0.00 0.00
CROSS RUN 1.20 0.00 0.00 0.00 0.00
BALL VALVE 0.05 0.00 0.00 0.00 0.00
INCREASER TO? INCHES 0.00 -' 0.00 0.00 0.00
CONTRACTION
d/D=114 0.42 0.00 £ 0.00 0.00 0.00
d/D=1/2 0.33 0.00 .! 0.00 0.00 0.00
d/D=3/4 0.19 0.001 0.00 0.00 0.00
ENLARGEMENT
d/D=1/4 0.92 0.00 0.00 0.00 0.00
d/D=1/2 0.56 1 0.56 i 0.00 0.00 0.00
d/D=3/4 0.19 0.00 0.00 0.00 0.00
Meter Vault: 1.05 0.00 0.00 0.00 0.00
Plug Valve 70%open z 28 0.00 0.00 0.00 0.00
Filter 100 0.00 0.00 0.00 0.00
Increaser 416,618 0.2 0.001 1 0.00 0.00 0.00
11.25 deg 0.1 11--
0.00 0.00 0.00
K SUBTOTAL(NOT INCL.INCR) -- ..00 -- 0.00 0.00
V^=g -- 0.00 -- 0.00 -- 0.00
DISCHARGE FITTINGS LOSS(FT) 0.00 -- 1 0.00
NOTE: K values are taken from CHICAGO PUMP:HYDRAULICS&USEFUL INFORMATION.
The Wooten Company Page 5

Pa
W A tF9Q Michael F.Easley,Uovemor
�0 G William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
1
p �( Coleen H.Sullins,Director
Division of Water Quality
April 7, 2008
Mr. Mark Boyce
Craft Development, LLC
2649 Brekonridge Centre Drive, Suite 104
Monroe,NC 28110
SUBJECT: Request for Additional Information
Permit No. WQ0032734
Sewer Extension to serve:
Firelight Cove Subdivision
Burke County
Dear Mr. Boyce:
A review of the plans and specifications in support of the permit application package has
been completed by the Construction Grants and Loans Section (CG&L). The comments
resulting from this review are being transmitted directly to your engineer for clarification and
resolution; a copy is attached for your reference. Our goal is to issue the Wastewater Collection
Permit as soon as possible. If a complete response is not received within 30 days, the application
and supporting information will be returned.
Upon receipt of satisfactory responses from your engineer to our comments, the review of
the plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact Scott Smart P.E., State Project Review Engineer, at(919) 715-6200.
Sincerely
kl�
Ken Pohlig, P.E., Acting Supervisor
Construction Grants and Loans Section
Design Management Unit
rss
Attachment -
IF
Cc: Marty Kocot, P.E., LandDesign, Inc.
DWQ Asheville Regional Office (Permit WQ0032734) A P 8�i
1 20
Ken Pohlig, P.E. C8
Daniel Blaisdell,P.E. [
Scott Smart,P.E. - ' M
Permit Application File WQ0032734 ��
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone:[phone]/FAX:[phone]/Internet:www.ncegi.net Naturally
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Construction Grants & Loans Section
Design Management Unit
Burke County
Firelight Cove
Permit No. WQ0032734
Request for Additional Information
General
1. Provide the "Flow/Tracking/Acceptance for Sewer Extension Permit Applications" (FTSE
10/07) form for this project.
2. Regarding the low pressure sewer system: Provide a profile drawing starting at the furthest point
away from pump station No. I going all the way to the pump station. At the locations where
tributary flow is introduced draw these lines as equivalent distances from the pump station and
identify them at the end with the furthest lot served. This drawing should be on one or two 11 X
17 sheets of paper with the elevation scale maximizing the size of the paper. Provide a dashed
line for any section of lines acting under gravity conditions.
Calculations
I. Provide an engineering check showing that the lowest pump, furthest pump away from pump
station No. 1, and the combination of lowest and furthest pump can compete with the TDH
calculated at that location. Please make use of the profile drawing and take into consideration
any lines acting under gravity conditions.
2. If there are places where gravity conditions exist provide velocity calculations.
3. University of Kentucky Network Modeling Software: It is difficult to identify the pipe names in
the figure provided. Provide a diagram that clearly shows the pipe names and node locations.
Please provide this updated drawing on an l I X 17 sheet and turn off the contour layer for ease
of review.
4. The engineering report section titled Basis of Design- Capacity Development Report leads one to
believe there are no air relief valves included on either the existing force main that will be tied
into or the proposed force main. Discuss if this is a correct statement.
Plans
1. Sheet C6.1 - Sta. 10+00: Discuss why an air relief valve is not incorporated into the design at
this location. Will a tap not be made at this location to assist with relieving air before the force
main is pressure tested?
1 of 2

2. Sheet D5 - Detail 2 "Valve Detail at Intersection": There appears to be six (6) "intersections" of
low pressure sewer main. Only one of these intersections references this detail. Discuss why no
fittings or this detail is not called out at the other intersections.
3. Sheet D6 -Detail 3 "Service Connection": Discuss why a'/4" hose bib is installed at each service
connection? Is this removed after start-up of each individual grinder pump? This seems
problematic; reasons of concern are cross-contamination with the potable water system and
illegal discharge of raw sewage.
4. Sheet D9: Flexible pipe joints do not appear to be used between the pump station structures to
allow for differential settlement.Please clarify this minimum design criteria requirement on this
plan sheet.
5. Provide a lot summary sheet in the plans showing the top of wetwell elevation and pump model
number. This table should make it clear if it is a simplex or duplex pump station.
I�
7
I
2 of 9

®FILE COPY
A Michael F. Easley, Governor
of W-�F9
William G. Ross Jr., Secretary _
�7 North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
November 27, 2007
Mr. Jeff Morse, Town Manager
Town of Valdese
--Post Office Box 339-- -...- --
Valdese, North Carolina 28690
Subject: Permit No. WQ0032469
Town of Valdese
Bobo Avenue
Wastewater Collection System Extension
Burke County
Dear Mr. Morse:
In accordance with your application received on October 29, 2007, we are forwarding herewith
Permit No. WQ0032469, dated November 27, 2007, to the Town of Valdese for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Roy Davis a copy of the "notice to proceed" issued to your contractor for this
collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina-licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as-constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §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.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70,Swannanoa, NC 28778 Telephone [phone] Fax [phone] One
NorthCarolina
DENR Customer Service Center Telephone [phone] �Clt6lCGI��l,�
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Town of Valdese November 27, 2007 Page 2
I
-- -in accordance with the provisions-of Article-21-of-Chapter-143, G-en eral-Statutes-of North — ---
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Valdese for the construction and operation of approximately 215 linear feet of 8
-inch diameter gravity sewer to serve the Bobo Avenue area and the discharge of no additional
wastewater into the Town of Valdese's existing sewerage system, pursuant to the application received
on October 29, 2007 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�red a part of this permit. _
The sewage and wastewater collected by this system shall be treated in the Town of Valdese
Wastewater-Treatment--Facility- (Lake Rhodhis�-WWTP)-(Permit- No. NC004'1696)prior-to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this 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 a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Burke County Building Inspector
ARO, Surface Water Protection (WWTF Permit No. NC0041696),
Benjamin B. Thomas, PE'
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF VALDESE
BOBO AVENUE
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032469
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality'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.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 by 15A 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 any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
t

Permit No W00032469 Town of Valdese Bobo Avenue Burke County. November 27 2007
4. This permit shall not be 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.
5. 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the cor stractiorrrecord-drawings,—as-well-assupporting-design-calculations for-anypump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non-Discharge Permitting
j Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. 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.
9. 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.
10. 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 2B .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.
11. Noncompliance Notification:
I
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:
2

Permit No WO0032469 Town of Valdese Bobo Avenue Burke County. November 27 2007
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (800� 858-0368 or (919�
733-3300. Persons reporting any of the above-occurrences shall-file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledgeof theocourrence -This-report shall outline the actions takerror proposed to ensure that—_-_
the problem does not recur. Per Condition 1(2), 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.
Permit issued this the 271h day of November, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Co(lben H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032469
3

e N . W 4 Town of Valdese Bobo Avenue, Burk Count November 7 2007
Permit t o 00032 69 e e y mbe 2
ENGtN€ERING cERTIFfCATION=-POST-CONSTRUC-T-ION------------- ------ -----
System Description: approximately 215 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• 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 mart of tprQject __
Changes to the project-should be-clearly identified on the record drawings or-in written summaryform. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum dessigh Criteria.
--------
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time)the construction of the above referenced
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 2T; the Division of Water Quality'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:
..........
I
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
'i
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.

fILE COPY TA ,fl�FAST-TRACK AtiI+I Y�ATIdN°for ORA TIONS,AND FORCE MAII : w-• ' `l0 O �F6
eWATF
State of
North Carolina
OCT Z 9 2007 Department of Environment and Natural Resources
W Division of Water Quality
WATER OUALI i v secnoN FAST-TRACK APPLICATION
Aa EVALLE R.(iIOPJ LOP-i,E
`1f�pt SEWERS,PUMP STATIONS,AND FORCE MAINS
c - •• (Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This fort may be photocopied for use as an original.
21. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302).
011. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources(NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a)of this application.
❑ IV. Operational Agreements —Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters— If the owner of the downstream sewers and/or W WTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
® VI. Map—Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.),the map should have location ID's shown for each different waterbody(where the sewer line is within
100 feet of such waterbody- see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications—Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).

' FAST'-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02t03 (Fast-Track
Sewer Systems)" available from http:/lh2o.enr.state.no.us/pens or by contacting the appropriate regional
office.
❑VIII. Environmental Assessments—If this project is subject to an Environmental Assessment(EA) (15A NCAC
01C],this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications—SectionD
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer&Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station an route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE,SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778 Cherokee, Clay, Graham, Haywood,
[phone] Henderson, Jackson, Macon, Madison,
[phone] Fax McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue, Suite 301 Alexander, Cabarus, Catawba,
Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln,
[phone] Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628 Granville, Halifax,Johnston, Lee, Nash,
[phone] Northampton, Orange, Person,Vance,
[phone] Fax Wake,Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bartle,Camden, Chowan,
Washington, North Carolina 27889 Craven, Currituck, Dare, Gates, Greene,
[phone] Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405 New Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office 585 Waughtown Street Alamance, Allegheny,Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford,
[phone] Rockingham, Randolph, Stokes, Surry,
[phone] Fax Watauga,Wilkes,Yadkin
For more information, visit our web site at.http://h2o.encstate.nc.usrperes/

FAST--TRACK APPLICATION for GRAVITY SEWERS,PUW STATIONS,AND FORCE MAINS PAGE 3
i USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number ���:®� �
(to be completed by DWQ}"'
1. Owner:
11a. TOWN OF VALDESE (
Z Full Legal Name(company, municipality, HOA, utility, etc.)
0 lb. BRYAN DUCKWORTH, PUBLIC WORKS DIRECTOR
Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officials!)
IC. The legal entity who will own this system is
❑ Individual❑ Federal ® Munidi State/County❑ Private Partnership❑ Corporation❑ Other spec) ):_
0 j1d. POBOX339 1e. VALDESE
L j Mailing Address City
Z
1f. NC 1g. 28690
Z State - Zip Code
1h. [phone] 1i. [phone] 1j. [e-mail]
QTelephone I Facsimile 1 E-mail
0 2. Project(Facility)Information:
J 2a. BOBO AVENUE SEWER 2b. BURKE
tl Brief Project Name(permit will refer to this name) County Where Project is Located
IL
Q 13. Contact Person:
Q �3a. BENJAMIN B. THOMAS, CONSULTING ENGINEER
Name and Affiliation of Someone Who Can Answer Questions About this Application
j3b. [phone] 3c. [e-mail]
Phone Number E-mail
11. Project is® New ❑ Modification(of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e.adding another
phase,changing line size/length,etc.). Only include the modified information in this permit application-do not
duplicate project information in B(7)and B(10-11)that has already been included in the original permit.
2. Owner is ® Public(skip to Item B(3)) ❑ Private(go to Item 2(a))
2a. If private, applicant will be: 2b. If sold,facilities owned by a(must choose one) 'i
❑ Retaining Ownership(i.e. store, church, single office, etc.)or ❑ Public Utility(Instruction 111)
Z ❑ Leasing units(lots,townhomes, etc. -skip to kem B(3)) ❑ Homeowner Assoc./Developer(Instruction IV)
0 ❑ Selling units(lots,townhomes, etc. -go to Item B(26))
H 13. TOWN OF VALDESE
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
14a. LAKE RHODHISS WASTEWATER TREATMENT PLANT 4b. NCO041696
0 Name of WWTF WWTF Permit No.
Z 5a. TOWN OF VALDESE 5b. 8" ® Gravity 15c. unknown
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main I Permit Number of Downstream Sewer(if known)
F i6. The origin of this wastewater is(check all that apply):
❑ Residential Subdivision ❑ Car Wash
111 ❑Apartments/Condominiums ❑ Institution 100 0/6Domestic/Commewia(
❑ Mobile Home Park ❑ Hospital `
17. ❑ School ❑ Church I _% Industrial
❑ Restaurant ❑ Nursing Home _ o
ad ® Office �"Ot er(s epLfy)
❑ Other(specify):
1 7. Volume of wastewater to be allocated for this particular project: 0 Igallc hisv Uef day
*Do not include previously permitted allocations
jJ I L Ji s
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line-Flow will be permitted in subsequent permits that connec t to this line ------
❑ Flow has already been allocated in Permit No. yr �.i-iJill L i
® Rehabilitation or replacement of existing sewer with no new flow expected ---F F

FAST TRACK APPLICATION for GRAVITY SEWERS,PUW STATIONS,AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
0219(I)for Item B(7)orthe design flow for line or pump station sizing if zero flow in the space below.Values other than
that in 15A NCAC 2H.0219(1)(1-2)must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
N/A
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
---- ----..... --- _
Size(inches) Length(feet) Gravity or Force Main
(use the pull down menu)
S" 215 Gravity
i
0
L J ---- — —
H
ENTER TOTAL LINE LENGTH IN MILS
V1:11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary) N/A
Location ID Power Reliability Option
0 (self chosen-as shown on Design Flow Operational Point (1-dual line feed; 2-permanent generator w/ATS;3-
Q _p ) (- GPM I"H portable4-wet well storage)generator w/telemetry� lans for cross reference MDG I- - —
U. j
112. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains(latest version),the Gravity Sewer Minimum Design Criteria(latest version)and 15A NCAC 21-1 .0200 as applicable?
t!J ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
d variance is requested.SUBMIT TWO COPIES OF PLANS,SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings-General Permit or 401 Certification? [:] Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
StormwateO ❑Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes ❑
mes.Will be considered high-urioriN and.must be cheoked.onoe every six.montbs--_.._- -. —_ --__—_—
15. Does this project have gravity sewer lines designed at minimum slopes?❑
Be aware that the Division will not accept installed lines more than 10%flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering ceddication..

FA$St--TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST-TRACK SEWER SYSTEMS)"to collect and record the stream classification data below(attach additional sheets as
necessary).This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office(see instructions for addresses)OR indicate the following:
0 ._...------- ---. . --
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
j waterbody; AND,
0 ® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
--- - — ---
N Location ID on Map
Q (self chosen as shown on Name of Waterbody Stream Waterbody
J map for cross-referencJ Waterbody County River Basin Index Classification
U
I
Submit the 8.5"x 11"COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
BRYAN DUCKWORTH, attest that this application for BOBO AVENUE SEWER 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. Note: In accordance with North Carolina General Statutes 143-2156A and
143-2156B, 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 violati n.
la.�S' m ffic ignature Date
(1) 2. rofessional Engineer's Certification:
O l attest that this application for BOBO AVENUE SEWER has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
H my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance
Q with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
V and the Minimum Design Criteria for the Fast-track Permitting of Pump Stations and Force Mains adopted June 1, 2000
LL and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals,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 NC
LLI General Statutes 143-215.6A and 143-2156B, any person who knowingly makes any false statement,representation, or
V certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed$10,000 as
Q well as civil penalties up to$25,000 per violation.
BENJAMIN B.THOMAS, P.E. a® 9QP °n SAY "ep
2a.b.Professional Engineer Name
WEST CONSULTANTS, PLLC - •�
Engineering Firm 1
2c. 405 SOUTH STERLING STREET e A a F f
Mailing Address v
2d. MORGANTON 12e. NC 2f 28655
City State Zip
0frescre�a6a
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail Seal,Signature&Date

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WEST CONSULTANTS, PLLC LETTER OF
Consulting Engineers
4 South Sterling Street TRANSMITTAL
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
JOB NUMBER/PHONE DATE
TO NC Division Of Water Quality(Asheville) 10/26/2007
Asheville Regional Office ATTENTION
2090 US Highway 70
Swannanoa NC 28778 RE:
Town of Valdese, NC- Bobo Street Sewer
WE ARE SENDING YOU X Attached Under separate cover via the following items.
Shop drawings Prints Plans Specifications Samples
Copy of letter Change order Other:
COPIES DATE NUMBER DESCRIPTION
4 Fast Track Application For Gravity Sewer Application (I-original, 1-copy)
1 10/26/2007 6533 Application Fee($480)
i
1 � u�E
OCT 2 9 2007
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPYTO SIGNED ,
H enclosures are not as noted,please notify us at once.
PRODUCT131270 USE WITH 771C ENVELOPE NEBS To Reorder:1-600-225-6380 or www.nebs.com PRINTED IN US.A. A
A 0

- h, ,
(� y�
U FAST-TRACK APPLICATION REVIEW PROCEDURES
Project Name: � ' f�� Review Date:
Project Number: 76Reviewer:
ma
All fast-track projects should be submitted on the application entitled "Fast-Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment(EA) are excluded from the Fast-Track review process, and should be
submitted foraull review to the Ventral Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
-PRE-REVIEW
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for$ 49ris submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
S C ON A—Application Information
If the applicant is private (Item 8(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at hftp://www.secretary.state.nc,us/Corporations/to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of;NC. Developer's and HOA's should be listed.
//
tEnsure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non-Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htmI#DELEG.
B—Permit Information
SECTIOProject is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into RIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go through all the tabs and ensure the information is correct for the current project.
_✓ Applicant a public entity (e.g. county, town, sanitary district)?
Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
1
FAST-TRACK Application Review Procedures 2003 (Rev 2/06)

Sell units, lots, parcels, etc?
Certificate of Public rivenience and Necessity? 2H,0205(d)(2)
♦ Required if the appli nt is a public utility. In lieu of a Certificate of Public
Convenience and Ne ssity, they may,submit written approval from the
North Carolina Utilities ommission's Public Staff that states that the utility is
allowed to provide utility rvice in the subject project area. Note that the
project name on the appli tion and on the CPCN must match. Contact the
NCUC Public Staff if questi s arise. This is NOT REQUIRED for a
municipality or county) Exam es of companies that would provide a CPCN
are Heater Utilities or Carolina ater Service, etc.
Operatrgj4tal,Agreement? 2H.0205(d)(2
♦ Operational Agreements are only requi d if the applicant is not a public
fi entity (i.e. Town, County, etc.) or public u lity as designated by the North
o' Utilities D he t bein served b the collection
Carolina Ut t es AN t o
9 Y
system are to be sold to individual owners.
ICI
♦ If the applicant is a developer, they must fill out the DEVELOPER
Operational Agreement(FORM: DEV 02 03). A developer may be
responsible for the system for an interi period until the homeowners
association is formed, at which time a ermit Name/Ownership Change
request(FORM: PNOCF 06/00) will b needed to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' ssociation (HOA), they must fill out
the ASSOCIATION Operational greement (FORM. HOA 02/03 The
III HOA must be registered with t e Secretary of State's office and must
provide a copy of the Associ ions' Bylaws and Articles of Incorporation.
These documents should b reviewed to ensure that all applicable
language regarding the col ction system is included as is required by
the Operational Agreeme t.
♦ The Operational Agreeme should be attached to the permit and
incorporated into the tang age of the permit. Please note that Operational
Agreement language sh uld not be altered without approval from the
Attorney General's Offi e. Operational Agreements are available at
htt :Hh2o.enr.state.nc us/PERCS/from the collection system applications
page.
i
S: Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
low acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
l di entfromWWTFownerandapplicant)? 2H.0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving W�VFP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale: Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
_ Wastewater industrial or domestic in nature?
♦ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H.0219(l)
♦ Ensure that the daily4osign flow in the application is based on the guidance provided in the
regulations or existing-flow, and that the explanation as to how this volume was determined is
very specific(i.e., 22three-bedroom homes, 50,000 s.f. of retail space, 18 employees, etc). ,
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one-bedroom the minimum they can use is
240 gpd
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
a Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate"future"wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate"unknown"flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre— 1500 gpd/acre. Let the
engineer support his calculation.
(./Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter(15A NCAC 1 C .0100). Environmental Assessment projects can NOT go
Fast-Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
-A Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

Pro ect designed in accordance with 15A NCAC 2H .0200 the Gravity Sewer Minimum Design
J 9 Y 9
Criteria and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
—F_orce-Mains-document(as_applicable)2NQwill-be_ch_ecked-inLtemB(12)_oftheFTA._1f—N0
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name. The Central Office will review the variance request, and
if approvable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION C Watershed Classification
Color topographic map submitted
_ Watershed classification required. If YES, you are advised to"spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATIONI
SECTION D-Applicant Certifcations
going Official's signature? 2H.0206(b)
e Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
stamped, signed;and dated application, plans, specifications, and calculations (if applicable)?
2H.0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
_t_.AAdequate information provided for the engineer/engineering firm?
_V PE with active license in North Carolina? 2H.0205(d)(1)(A)(iii) or 2H.0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site(www.ncbels.org -the PE number must be six digits, use leading 0
.I when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast-Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast-Tracks are saved electronically by permit number under issued year and month.
4
FAST-TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supe'n isor, Section'dhief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
F" Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy.and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple—
do not include any plans unless they are small and can be folded up into an 8.5 x 1 V sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis—weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections— do not change issue dates or enter a new
application in BIMS—resave the permit
♦ Prepare the permit correction cover letter modifying as applicable—the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter—sign if needed
♦ Maintain Permit in BIMS—add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial—put partial in the event comment field.
♦ If the certification seems incomplete—missing plans or calculations or no PE seal— note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL—maintain the engineer certification received event and put"to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

♦ If the region wishes to perform a detailed review—look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover, slope; minimum separation distances;
line--size-changes-length,—reroutes-additional-lots-than permitted, pump-station-alarms;pump-cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
a Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
J
III
6
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

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O�0F�;q� QG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
Q - < Alan W.Klimek,P.E.Director
- Division of Water Quality
I I I
August 28, 2006 �, I
ccP _ 1 2006
I
Jeffrey V. Morse, Town Manager ;
Town of Valdese
P. O. Box 339
Valdese, North Carolina 28690
SUBJECT: Town of Valdese
Phase 111/1 Reduction SS System
Approval of Addendum No. 3
Project No. XP96451506-0
Dear Mr. Morse:
Reference is made to Addendum No. 3, received August 25, 2006,from the engineer for
revisions to the subject project.
The proposed addendum, as described in the attachment, has been reviewed by this
office, and is hereby approved, and eligible for funding in accordance with the grant or loan offer
and conditions thereof. Please note that, when alternate bid items are involved, eligibility for
funding is limited to the least cost alternative. Any additional cost for choosing one option over
another is not eligible for funding.
The approval of this addendum does not constitute any change in the amount of your
grant for this project.
It is the responsibility of the recipient and the consulting engineer to insure that the
project plan documents are in compliance with Amended N.C.G.S. 133-3 (ratified July 13,
1993). The administrative review and approval of addenda do not imply approval of a restrictive
specification for bidding purposes; nor is it an authorization for noncompetitive procurement
actions.
Adequate time must be allowed for the potential bidders and this office to receive and act
on addenda prior to the receipt of bids for subject project.
A copy of the approved addendum is attached for your files, and one (1) copy retained for
our files.
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NOrthCarOhna
Phone:[phone]/FAX:[phone]/Internet:wm.nccgl.net
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper ;VaturallZJ

Jeffrey V. Morse, Town Manager
l�_- Page-2-- -- -- ---- ----- ---- ------- ---- _-
August 28, 2006
Should you have any questions regarding this matter, please do not hesitate to contact
Mr. Ishwar Devkota, P.E. at [phone].
Sincerely,
Cecil G adden, Jr. . E., Sup
Desig Management Unit
Construction Grants & Loans Section
ID/c m
g
Attachment
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
Valerie Lancaster
Mark Hubbard, P.E.
Ishwar Devkota, P.E.
Cecil G. Madden, Jr., P.E.
STAG
it

r
V��'�� Michael F.Easley,Governor
i \0� G William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Alan W.Klimek,P.E.Director
Division of Water Quality
{) - Coleen H.Sullins,Deputy Director
Division of Water Quality
December 19, 2006 l I
J �I DEC 20, 2005 /
Mr. Roy Davis r
NC Division of Water Quality a Te!3 ou<,!_rry sl_cT!oN
2090 US Hwy 70 A H , t!-= REC'10t,3ALC ICE
Swannanoa, NC 28778
Re: Valdese
USDA—Rural Development
Request for Environmental Scoping
DENR#07-0217, DWQ#13788
Dear Mr. Davis:
Please find enclosed an a request for Environmental Scoping submitted by USDA-Rural
Development on behalf of the Town of Valdese. This project has changed somewhat from the
original submittal to you on October 27, 2006, in that Valdese has decided to reroute the
proposed infrastructure in response to comments received in order to better protect the
environment. Please review this submittal and return any comments to me by January 8, 2007.
If there are any concerns or questions, please do not hesitate to contact me at (919) 733-
5083, ext. 555.
Sincerely,
Hannah Stallings
SEPA Coordinator
1
N.C.Division of Water Quality 1617 Mail Service Center Raleigh,North Carolina 27699-1617 [phone] Customer Service
1-877-623-6748

ENVIRONMENTAL REVIEW TRACKING SHEET DENR# 07-0217
GWQ - WATER QUALITY SECTION
L
li
DATE: 12/19/2006 TYPE: DEC 06 �'_... j
TO: Env. Sciences Branch (WQ Lab,MSC 1621) t 7 r f f f
p Trish MacPherson(Biological Assessment) 1
WATER ONPLII Y" 'f101�1
O Jay Sauber(Ecosystems) A' ,_V i r,= ioi a nc
O (Toxicology)
O Dianne Reid(Intensive Survey) Regional Water Quality Supervisor
Wetlands/401 Unit — 0
O Bradley Bennett(Stormwater) 12'h fl Planning Section(Archddale)
O John Hennessy(DOT) Parkview Bldg,MSC 1650) Darlene Kucken (Basinwide Planning) 6a'fl
MCyndi Karoly(401)Parkview Bldg, MSC 1650) O Jeff Manning(Classifications &Standards)6`s fl
p Boyd DeVane(Water Supply WS) 12d'fl O Rich Gannon(NPS Management Planning) 6 s fl
O Michelle Woolfolk(Modeling/TMDL)7 fl
Surface Water Protection Section (Archdale 9th) O Carl Bailey(Groundwater Planning) 7`s fl
O Matt Matthews (Gil Vinzani or Susan Wilson)
M Jeff Poupart(Collection/Pretreatment) O Others:
Aquifer Protection Section
O Ted Bush (land application/AFO)
O Kim Colson (land application)
A copy of the environmental document for the project described below is attached. Subject to the requirements of the NC
Environmental Policy Act, you are being asked to review the document for potential significant impacts to the
environment, especially pertinent to your jurisdiction, level of expertise,or permit authority. Please return this form,
completed, along with your written comments, if any,by the date indicated. Thank you. IF AN EXTENSION IS
NEEDED,PLEASE EMAIL OR CALL A REQUEST TO THE SEPA COORDINATOR PRIOR TO THE
RESPONSE DEADLINE.
Project: Response Deadline p 1
Resubmittal Change In Location - Proposed water & sewer extentions to 600-acre private
residential development (The Settings) on the Catawba River.
NO COMMENT COMMENTS ATTACHED AND EMAILED
I
SIGNATURE DATE
Return To:
Hannah Stallings: [phone] ext. 555; [e-mail]
Basinwide Planning Unit/Planning Section; Archdale 6th; MSC 1617; fax: [phone]
Notes:
vIC& a
1 y11 U P
l-�S

REQUEST FOR ENVIRONMENTAL SCOPING
For use by USDA-Rural Development In gathering Information in preparation of an
e Environmental Review Reviewing Agency ID#:
Part 1 Type or Print in Black Ink
1.PROJECT INFORMATION -
Legal Applicant/Recipient:
Town of Valdese
Street'PO Box: State: 'Zip Code:
PO Box 339 Valdese NC 28690
County: Contact Person: Phone(include Area Code):
Burke Jeff Morse, Town Manager 828-879-2120
Type of Applicant/Recipient: (Enter Appropriate Letter) ❑
A.State E.Interstate I.State Controlled Institution of Higher Learning M.Non-Profit Organization C
B.County F.Intermunicipal J.Private University N.Other(Specify):
C.Municipal G.Special District K.Indian Tribe
D.Township H.Independent School Dist. L.Individual
Projeotritie: Water & Wastewater Infrastructure to Serve The Project StartDate: Duration:
Jul 2007 12 months
e Estimated number of Has project been reviewed before by
Area of Impact(cities,counties,etc.):
Town of Valdese, Burke County 11,500 500sons benefiting: [3 NOClearin ES project
, [�YES project#07—E-0000-0140'
Federal Agency to Receive Request(name&complete address): Type of Application: (Enter Appropriate Letter)
a.New b.Revision c. Continuation
US Department of Agriculture
Rural Development
130 Ammons Drive, Suite 4
Morganton, NC 28655
III.PROJECT NARRATIVE (Purpose,Expected Accomplishments,Major Tasks-Attach Estimated Line Item Budget)
The proposed project will extend water and sewer service to a proposed 600 acre private residential development located on the
Catawba River. The Town's proposed project does not include any of the utilities/ infrastructure that will be constructed by the
developer within the proposed subdivision.
The waterline extension will consist of approximately 6,200 LF of 16-inch waterline extended from the Town's existing line on
NCSR 1544. Installation will be within the existing rights-of-way of NCSR 1544 and NCSR 1512 to the proposed site. It is
anticipated that the stream crossing at the western end of the project will be made by means of a horizontal directional bore in
order to avoid impacting the stream or any associated wetlands.
The wastewater extension will include a wastewater pump station to be located along NCSR 1512. The pump;station will be
located outside of the 50'riparian buffer of the nearby stream. A 10-inch force main will be extended from the pump station along
the rights-of-way of NCSR 1512 and NCSR 1544 to an existing 8-inch gravity line. The force main will then follow this existing
8-inch gravity line to an existing 48-inch sewer outfall line. Total length of force main will be approximately 7,000 LF. The
stream crossing will be made by means of a horizontal directional bore in order to avoid impacting the stream or any associated
wetlands.
With the exception of the 60'x60' pump station site adjacent to NCSR 1512,it appears that the remaining area to be disturbed by
construction of this project has been previously impacted by the construction of roadways and/or other utilities.
Name&Title(Certifying Representative): Sig na e: ate:
Clarence M. Lockamy, PE Q2 1 L 1
IF PROJECT INCLUDES CONSTRUCTION/LAND ALTERATION COMPLETE PART 2 AL
—Submit sixteen (16)Copies incl. North Carolina Department of Administration
8 Y,X 11 project location map State Clearinghouse
(as described on next page) To: 1302 Mail Service Center
Raleigh, North Carolina 27699-1302
-[phone] _ Page 1

ENVIRONMENTAL INFORMATION FOR CONSTRUCTION/DEVELOPMENT PROJECTS \
.*Supply 16 copies of map(e.g.county,highway, USGS topo(if passible))of proposed projectsite&surrounding area.Mark area to
be acquired&construction site. -
Part 2 \
--- - A.CURRENT LAND-USES-(estirnated-ercentagee) -- -- ------- --
a.Urban/Built Up: - 94% c.Forest Land: 5$ e.Wetland(Marsh/Swamp): 1$
b.Agricultural: - d.Water: f.Other(Explain):
B. UTILITIES(existing)
Water System: Name Line Size Project
❑©
Central: Town of Valdese Individual: Length: Demand
a.City/Town: a.Well: Per Day
b.County: b.Other. Diameter: 0 gals
c.Private: 24"
Sewer System: Name Line Size Project
Length: Demand
©.Central: Town of Valdese . ❑ Individual: Per Day
a.City/Town: a.Septic:
Diameter:
- b.County: b.Other. 0 gals
c.Private: 4811
Street Improvements: ❑ NO DYES,describe: Existing DOT paved roadways. 20 r wide pavement.
C. UTILITIES(proposed)
Water System: Name Line Size Project
Len the Demand
[ Central: Town of Valdese El Individual: 6r.00 LF
a.City/Town: - a.Well: Per Day
b.County: b.Other: Diameter: 8 30,000 gals
c.Private:
16"
Sewer System: Name
Line Size Project
Length: Demand
❑X Central: Town of Valdese El Individual: 8,200 LF Per Day
vp : a.Septic:
a.City/To n _ Diameter:
b.County: b.Other. 1011 2 2,000 gals
c.Private:
Street Improvements: ® NO ❑YES,describe: '
D. LAND ALTERATIONS
Alteration Present Use Previous Use Percent of
(planned use) (before change) - (historical) Acres Project Area
To Be Acquired
To Be Developed
To Be Originally Cleared Forest Land Forest Land 0.11 1 .22%
To Be Landscaped
To Se Covered by Imperme-
able Surface(square feet) Forest Land Forest Land 1,600 Sq.-Ft. 0.4%
To Be Cut(cubic yards)
To Be Filled(cubic yards)
Page 9 2

Part 2 (continued)
E.TOPOGMPHY AND VEGETATIVE TYPES BY ACRE
Types of Vegetation
%of Soil Types Forested Non-Forested
Slope Acres Area (use USDA and SCS classification) Pine Hardwood Mixed Brush Grassland Other
1 .4+ 15 WOB2 X X X
5-10%
2.7+ 30 WoB2 WoC2
over 10%
4 9+ 55 WOC2 WOD2 ME
F. CULTURAL RESOURCES(archeological,historic,architectural)
1.Please give any known archeological or historic sites on project land:
NONE KNOWN
2.What kind,if any,site preparation has already been conducted:
NO WORK HAS STARTED ON THIS PROJECT
3. Has area been previously surveyed by archeologist?If so give name of principal investigator and date of survey:
NONE KNOWN
4. ❑ YES X❑ NO Are buildings/structures on site now?(abandoned barns,farmhouses,tobacco sheds,bridges,etc.)
If yes,approximate age:
5.Will any of these structures be demolished?(indicate which):
N/A
6.Will any of these structures be rehabilitated or renovated?(indicate which): -
N/A
7.Please include photographs of any buildings over 25 years old N/A
G.ENVIRONMENT
1.Check if any publicly owned/leased recreationallconservation lands are within one mile radius of the site:
❑ State Park or Forest ❑ Wildlife Game Lands or Refuge ® State Rivers ❑ Dedicated State Nature Preserve
❑ National Park or Forest ❑ State Estuarine Reserve ❑ Registered Natural ❑ State or Federal Wilderness Area
Heritage Areas
ElMunicipal Park ElState Trails
2. Stream that surface runoff from project area drains Into(illustrate relative position on maps): CATAWBA RIVER
3. LI YES Site includes/borders on L YES Site includes/borders on YES Site Includes/borders on
® NO trout waters classified by
DWQ and/or WRC ❑X NO estuarine waters ❑X NO drinkingwater source -
4.
❑ YES U NO The project will involve impoundment or withdrawal of water. If yes,mark impoundment on map.
if impoundment is planned,the amount of water to be impounded is approximately acre/feet and surface acres.
The impoundment will be created by a dam approximately feet in height.
Page 3

rai t� twnuuunu/ .. \
G. ENVIRONMENT-continued
5.Describe known mineral deposits of commercial value on site: _
NONE KNOWN
6.Note classes of wildlife known to exist in the general area:
❑ Bear ❑ Turkey 0 Small Game(squirrel,quail,rabbit,raccoon,dove,etc,
❑ Deer ❑ Waterfowl ❑ Fed gal/State Listed Endangered/Threatened Species(osprey,eagle,alligator,red cockaded
woopecker,etc.)
ttin or thinning have adverse or desirable effects on an of the above species?
such as burning,ciearcu Y P
7.Will proposed forestry practices s g, 9. 9
P P
Explain:
Clearing will be.limited to only where the pump station (60'x60' ) is located. It is not
tici ted that this limited clearing will have an adverse.impact on any of the species
an Y pa 5
existing in the area.
S.Are proposed pesticides or herbicides known to have adverse-effects on humans or any of above species?Which pesticides/herbicldes?
Which species?No pesticides/herbicides are to be used on this project.
projects,sites etc.):
9.What alternatives or mitigating actions,if any,have been considered to avoid impacts(i.e.alternativep I )
Proposed lines will be located far enough from existing stream/ditches.-to leave an
adequate vegetative buffer. All distrrbed areas are to be re-seeded. New impervious
areas will be limited. Stream crossings will be made by means of horizontal directional
bores. The pump station will be located outside of riparian buffers.
10. Description and acreage of branches,creeks,streams,rivers,or wetlands which will be filled as a consequence of the proposed activity:
No filling is currently anticipated with this project. Ground will be returned to
pre-existing contours,,.;
11.Will any water courses be altered or placed beneath the ground? ❑ YES X❑ NO
If yes,linear feet -
12. Description of mitigation measures which will be employed to avoid,reduce,or compensate for wetland impacts associated with the proposed activity:
Currently it is anticipated that the impact on wetlands will be minimal. All disturbed
areas including any wetlands, will be re-seeded to establish a vegetative cover. It is
anticipated that stream crossings will be made by means of horizontal directional bore
thus further minimizing theimpact on adjacent wetlands.
Page 4

H.'LOCAL IMPACT OF PROJECT
1.Give name,position and office telephone number of an individual in the appropriate local government unit that can confirm the
compatibility of the proposed activity with existing and/or proposed land use or economic development plans:
Name: - Position: Phone:
Jeff Morse Town Manager 828-879-2120
2.In your opinion,what aspect of proposed activity will have the most significant negative environmental impact on site and
surrounding area? (consider traffic,noise,aesthetics,odors,loss of acres etc.):
As previously stated, the majority of the line work associated with this projct will be
within existing DOT rights-of-way. There is some existing development along these ROWS,
It is anticipated that construction related noise and traffic interruptions will have the
most negative, although temporary, impact.
3.In your opinion,what aspect of proposed project will have the most significant positive influence on project area?
Without the provision of a centralized wastewater collection system, the developers will be
forced to use individual septic systems for each lot. The proposed project will provide
the future developer(s) with a means to eliminate the need for at least 600 septic tanks
that would be built within The Settings Development.
4. X YES LJ NO Will an environmental review document(e.g.environmental assessment)be prepared for the funding agency?
If yes,above,has it been prepared yet? YES LEI NO
5.Check where effects are applicable.Give numerical estimates in last column,if possible.
ons ru onPhase Operational Phase
Effect Increase Decrease Minor Moderate Major Minor Moderate Major Estimate
Employment. X X X no.Jobs
Immigration to no.peop a
X X
Tax Base X amount
Sediment tons/day
Thermal Discharge .mm.temp.dse
Chemicals type(s)
Smoke X X
sources COnSt.
Road Closures- - no.roads
ELlUtPill
New Roads total miles
Traffic no.vehicles
Agricultural/Forestry no.acres
Operations
Cultural Resources -
Additional Remarks:
North Carolina Department of Administration
Submit sixteen(16)copies of Parts f and 2 with State Clearinghouse
maps 8 '/,"x11"re reproducible)to: ales Mail Service Center
p ( P ) Raleigh, North Carolina 27699-1302
[phone] Page 5

Exhibit 4
ESTIMATE OF PROBABLE COST
Waterline
To Serve
The Settings Development
Burke County,NC
12/13/2006
' TOTAL UNIT EXTENDED
DESCRIPTION UNITS QUANTITY COST COST
1 16"Waterline L.F. 6,200 $50.00 $310,000.05
2 20"Horizontal Directional Bore L.F. 200 $250.00 $50,000.00
3 16"Highway Crossing L.F. 50 $175.00 $8,750.00
4 16"Butterfly Valve Ea. 12 $3,500.00 $42,000.00
5 24"x 16"Tapping Sleeve/Valve Ea. 1 $8,000.00 $8,000.00
6 F.H.Assembly Ea. 4 $3,800.00 $15,200.00
7 jDriveway Repairs S.Y. 25 $50.00 $1,250.00
8 Seeding/Erosion Control L.S. 1 $6,000.00 $6,000.00
9 ITraffic Control L.S. 1 $4,000.00 $4,000.00
CONSTRUCTION COST $445,200
ENGINEERING
_ Survey $5,000
Design/CA $45,000
Inspection $32,000
Soils Investigation $2,000
CONTINGENCY(15%) $65,800
TOTAL PROJECT COST M. 1595,000
PREPARED BY:The Wooten Company Hickory,NC

Exhibit 5
ESTIMATE OF PROBABLE COST
- Wastewater System
To Serve
The Settings Development
Burke County,NC
12/13/2006
TOTAL UNIT EXTENDED
DESCRIPTION UNITS QUANTITY COST COST
........._..................._....._..............................................._.._............................._..........._._-.................................._.............. ....._....... ...................._.......
1. . 833 GPM Pump:Station ,ET. 1 $3.0,000.00 $310,000.00
2 10" Force Main L.F. 7,000 $30.00 $210,00....
3 14"Horizontal Directional Bore
L.F. 200 $200.00 $40,000.00
...........__....._...................................._......._............._........_......... .. ........................................................................................................................0
Highway Crossing L.F. 100 $150.00 $15,000.00 .. _..
......5._AirNaccum Release Valves Ea. 4 $4,000.00 $16,000.00
.........._.........._._.._........._............................................................................................................._......1....................._..................................................._......
6 Connection to Existing MH Ea. 1 $1,000.00 $1,000.00
....._........_..._...---9.._......................................................_.................._......................................................._._....._..... ......................................_.....
7 Clearin and Grubbing L.S. 1 $2,000.00 $2,000.00
....._....._....._................._..._.....
.........................._...._......_............._.............._..........-...._.............:................_..............._ ........................................._...
00
...._6..._Driveway Repairs .......S:Y.: .............................25..............._$SD.00..................$�.,250 c
9 Traffic Control L.S. 1 $4,000.00 $4,000.00
................---._.....9............-..................__..................._........._.................._........................................................_.......0...._.................................00...0
10 Seedin /Erosion Control L.S. 1 $7,000.00 $7,000.00
CONSTRUCTION COST $606,250
ENGINEERING
Survey $5,000
Design/C4 $50,000
Inspection $45,000
Soils Investigation $5,000
CONTINGENCY(15%) $90,750
TOTAL PROJECT COST— $802.000
PREPARED BY:The Wooten Company Hickory,NC

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FWAr,
O�ci 9QG Michael F.Easley,Governor
o .y _ William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
O Y Coleen H.Sullins, Director
Division of Water Quality
October 17, 2007 2 Q V E j
Chip Knight, Vice President
u �. OCT 1 9 2007 .i
The Setting of Lake Rhodhiss,LLC ___._-
P.O. Box 640 WATER QUALITY SECTION
A�NEVILLF REGIONAL OFFICE
Black Mountain,NC 28711
Subject: Return of Permit Application
The Settings at Lake Rhodhiss
Sewer Extension
Burke County
Dear Mr. Knight:
The Pretreatment, Emergency Response and Collection System (PERCS)Unit of the Division of Water
Quality is returning the enclosed project due to the following required items that were omitted from this
submittal:
1. As per instruction K, downstream sewer capacity must be assured. The application indicates that
the 12" downstream sewer has not been permitted. The application may be resubmitted after the
permitting process for the downstream sewer has been initiated.
2. The permit application fee was increased to $480 effective September 1,2007.
Your application is being returned as incomplete, in accordance with the 15A NCAC 02T.0105. The
success of the sewer extension permitting process depends upon the receipt of complete and accurate
applications. The review process will then begin upon receipt of the completed application.
Your check is enclosed. The Plans and Specifications are being returned directly to the engineering
firm.
As of October 1,2007 submit permit applications for alternative sewer systems to: Construction, Grants
& Loans, Design Management Unit, 2728 Capital Blvd., Raleigh,NC,27604.
If you have any questions regarding this letter,please feel free to contact Deborah Gore at 919-733-
5083, extension 593 femail:[e-mail].
Sincerely,
aa�
Matt Matthews
cc: Marty Kocot,PE, LandDesign, Inc., One Page Avenue—Suite 220, Asheville,NC,28801
Roy Davis, SWP,Asheville Regional Office Noa` Carolina
Deborah Gore,PERCS Aura(/y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NO 27699-1617 Phone[phone] Customer Service
NC DWQ Internet: w .ncwaterauality ore Location: 512 N.Salisbury St. Raleigh,NC 27604 Fax [phone] 1-877-623.6748
PERCS Unit Internet: htlu://h2o.em.state.nc us/oeres/
An Equal Opportunity/AffirmativeActionEmployer-50%Recycled/10%PostConsumerPaper

of wArF9
Q Michael F.Easley,Governor
O t7.- William G.Ross Jr.,Secretary
+^'North Carolina Department of Environment and Natural Resources
O �
->- Coleen H.Sullins, Director
�. Division of Water Quality
October 24, 2007 ! I �t� '' �` ii
ill DCi
Chip Knight, Vice President
The Setting of Lake Rhodhiss, LLC
P.O. Box 640
Black Mountain,NC 28711 � _a
Subject: Return of Permit Application
The Settings at Lake Rhodhiss
Sewer Extension
Burke County
Dear Mr. Knight:
Your project is being returned due to the following required items that were omitted from this submittal:
1. As per instruction K, downstream sewer capacity must be assured. The application indicates that
the 12" downstream sewer has not been permitted. The application may be resubmitted after the
permitting process for the downstream sewer has been initiated.
Your application is being returned as incomplete,in accordance with the 15A NCAC 02T .0105. The
success of the sewer extension permitting process depends upon the receipt of complete and accurate
applications. The review process will then begin upon receipt of the completed application.
All submitted materials are being returned directly to the engineering firm.
As of October 1, 2007 submit permit applications for alternative sewer systems to: Construction, Grants
& Loans, Design Management Unit, 2728 Capital Blvd., Raleigh, NC, 27604.
If you have any questions regarding this letter,please feel free to contact Deborah Gore at 919-733-
5083, extension 593 lemail:Deborah Gorenncmail net].
Sincerely,
Matt Matthews
cc: Marty Kocot, PE,LandDesign, Inc., One Page Avenue— Suite 220, Asheville,NC, 28801
Roy Davis, SWP,Asheville Regional Office
Deborah Gore, PERCS
N?"ItCarolr;'
Yah& a,
North Carolina Division of water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
NC DWQ Internet: www ncwatemuality org Location: 512 N.Salisbury St. Raleigh,NC 27604 Fax [phone] 1.877-623-6748
PERCS Unit Internet: htti)�//h2o.enr.state.nc.us/vercs/
An Equal Opportunity/Altirmative Action Employer-50%Recycled/10%Post Consumer Paper

Michael F.Easley,Governor
William G.Ross Jr.,Secretary
Carolina Department of Environment and Natural Resources
Coleen H.Sullins,Director
Division of Water Quality
October 29, 2007
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7006 3450 0002 7064 1670
Mr. Jeff Morse, Town Manager
Town of Valdese
Post Office Box 339
Valdese, North Carolina 28690
Subject: Fast-Track Application Return
Town of Valdese
The Settings
Burke County
Dear Mr. Morse:
Attached herewith is the Fast-Track Sewer Application which you submitted seeking
permission to construct a sewer system to serve the Settings. The application is being L
returned for the following reason:
(1) By Act of the North Carolina General Assembly, effective September 1, 2007,
Fast-Track Permit processing fees were increased from $400 to $480. When
resubmitting the application please submit a single check made out to the North
Carolina Department of Environment and Natural Resources in the amount of
$480.
1 look forward to receiving a completed application. Please do not hesitate to call me at
828/296-4659 should you wish to discuss this matter.
Sincerely,
�_N
Roy M. Davis
Environmental Engineer
cc: Clarence M. Lockamy, PE
Application Return-Valdese-The Settings
Valdese Collection System
Burke County
N'c'thCarolina
QEUCR�I�
North Carolina Division of Water Quality 2090 U.S.Highway 70 Swannanoa,NC 28779 Phone[phone]
Internet: wwwocwaterquality.org Customer Service 1-877-623-6748 FAX [phone]
An Equal OpporlunilylAffirmative Action Employer—50%Recycled110%Post Consumer Paper

F WAtE
Q;,,. -'_••+.,ny Michael F.Easley,Governor
1,
William G. Ross Jr.,Secretary
r- North Carolina Department of Environment and Natural Resources
(747 's T Alan W.Klimek,P.H.Director
Division of Water Quality
July 3, 2006
y'll L'i j JUL 1 i 2006
[ -
Jeffrey V. Morse, Town Manager
Town of Valdese
P. O. Box 339
Valdese, North Carolina 28690
SUBJECT: Town of Valdese
Phase H 1/1 Reduction SS System
Approval of Addendum No. 2
Project No. XP96451506-0
Dear Mr. Morse:
Reference is made to Addendum No. 2, received July 3, 2006, from the engineer for
revisions to the subject project.
The proposed addendum, as described in the attachment, has been reviewed by this
office, and is hereby approved, and eligible for funding in accordance with the grant offer and
conditions thereof.
The approval of this addendum does not constitute any change in the amount of your
grant for this project.
It is the responsibility of the recipient and the consulting engineer to insure that the
project plan documents are in compliance with Amended N.C.G.S. 133-3 (ratified July 13,
1993). The administrative review and approval of addenda do not imply approval of a restrictive
specification for bidding purposes; nor is it an authorization for noncompetitive procurement
actions.
Adequate time must be allowed for the potential bidders and this office to receive and act
on addenda prior to the receipt of bids for subject project.
A copy of the approved addendum is attached for your files, and one(1) copy retained for
our files.
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone:[phone]/FAX:[phone]/Internet:www,nccgi.net Naturally li
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper Nato`a"y

Jeffrey V. Morse, Town Manager
Page 2
III- July�,20II6 ------ ----_ ------
Should you have any questions regarding this matter, please do not hesitate to contact
Mr. Ishwar Devkota, P.E. at(919) 715-6222.
Sincerely,
q
Cecil G. Madden, Jr. P. E., Supervisor
Design Management Unit
Construction Grants & Loans Section
IDlegm
Attachment
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
Valerie Lancaster
Mark Hubbard, P.E.
Ishwar Devkota, P.E.
Cecil G. Madden, Jr., P.E.
STAG

WEST405 South Sterling Street,Morganton NC 28655
CONSULTANTS PLLC 828 433 5661 / fax [phone] / [e-mail]
ADDENDUM NO. 2
This ADDENDUM NO. 2 is being issued June 29, 2006, to all parties who hold a set of
CONTRACT DOCUMENTS on the project entitled:
TOWN OF VALDESE
PHASE II INFLOW/INFILTRATION REDUCTION
SANITARY SEWER PROJECT
STAG PROJECT NO. XP96451506-0
TOWN OF VALDESE,NORTH CAROLINA
This ADDENDUM NO. 2 shall become part of the CONTRACT DOCUMENTS and its
receipt acknowledged on the BID DOCUMENTS at the time of bidding.
1. Temporary Construction Easements:
There will be no temporary construction easements on this project. Disregard all
notes to this effect on the Contract Drawings. However, where sewers cross land
owned by the Town of Valdese additional area outside the permanent easement may
be utilized.
2. Revised Plan Sheet 2 of 15:
Replace the original Sheet 2 of 15 with the enclosed revised sheet showing a revised
steel pipe support detail.
3. Sheet 9 of 15, Note#4:
Two lanes of traffic shall be kept open at all times on US Highway 70, except when
absolutely necessary to reduce to one lane.
ADDENDUM NO, 2
Issued this 29t7i day of June, 2006
Benjamin B. Thomas P.E.
West Consultants, PLLC "
Morganton, North Carolina
N t 4

P V-IATB Michael F.Easley.Govemor
��;(,3 y William G.Ross Jr.,Secretary
t✓y'/`/*' r North Carolina Department of Environment and Natural Resources
Ma
Alan W.Klimek,P.E.Director
SarrYi
Division of Water Quality
June 6, 2006 J ��
Jeffrey V. Morse, Town Manager 1 i' ,JUN — 3 2006
Town of Valdese
P. O. Box 339
Valdese, North Carolina 28690 F �� �� ,
SUBJECT: Town of Valdese
Permit No. WQ0029366
Transmittal of Approved Plans and Specifications
Project No. XP96451506-0
Dear Mr. Morse:
Enclosed is a copy of the plans and specifications, which were approved on June 2, 2006.
The subject documents have been stamped "approved" for your records. A copy is also being
forwarded to your engineer. The Permittee should retain these documents for the life of the
facility.
Should you have questions regarding this matter, call me at [phone].
Sincerely,
Cecil G. Madden, Jr., P.E.
Supervisor
Design Management Unit
ID: cgm
Enclosures
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
Cecil G. Madden, Jr., P.E.
Ishwar Devkota, P.E.
STAG
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone:[phone] FAX:[phone]/Internet:www.nccgi.net
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper Naturally

�0FtWAT, 90 . Michael F.Easley,Governor
�0;' G William G.Ross Jr.,Secretary
DUG
r North Carolina Department of Environment and Natural Resources
Q `' "' ' Y - Alan W.Klimek,P.E.Director.
"` ,: dfiWaterQtf'a1iiy
June 2, 2006
l! I t
Jeffrey V. Morse, Town Manager
Town of Valdese
(
P. O. Box 339 .�
Valdese, North Carolina 28690 r
SUBJECT Town of Valdese
Permit No. WQ0029366
Wastewater Transmission Facilities
Project No. XP96451506-0
Burke County
Dear Mr. Morse:
In accordance with your application received September 16, 2005, we are
forwarding herewith Permit No. W00029366 dated June 2, 2006, to the Town of Valdese
for the construction and operation of the subject sewer lines.
This permit shall be effective from the date of issuance until rescinded, and shall be
subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable
to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with
the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N. C. 27699-
6714. Unless such demands are made, this permit shall be final and binding.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the Certification to the Construction Grants & Loans Section, 1633 Mail Service Center,
Raleigh, North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One (1) set of final approved plans and specifications is to be forwarded to you,
one (1) set retained for the Construction Inspection Group, and one (1) set retained for the
STAG file.
A copy of the approved plans and specifications shall be maintained on file by the
Owner for the life of the project.
ow
No thCarohna
J1�aturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Internet <^c- 1 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50%Recycledlt o%Post Consumer Paper

C
Jeffrey V. Morse, Town Manager
-- -June-2,2006-- ---- -------- —
Page 2
If there are any questions concerning this matter, please do not hesitate to contact
Mr. Cecil G. Madden, Jr., P. E. at [phone].
Sincerely,
Alan W. Klimek, P.E.
Attachment to All
ID:cgm
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
Burke County Health Department
DWQ Asheville Regional Office
Surface Water Protection - PERCS
Surface Water Protection - Central Files
Dan Blaisdell, P.E.
Ishwar Devkota, P.E.
Mark Hubbard, P.E.
Cecil G. Madden, Jr., P.E.
CIG
STAG
-I
III

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
Town of Valdese
Burke County
FOR THE
construction and operation of approximately 4,758 linear feet of 8 inch, and 708 linear feet of
12-inch gravity sewer line with no additional flow tributary to the Town of Valdese's existing
sewerage system, pursuant to the application received September 16, 2005, and in conformity
with the project plan, specifications, 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 following conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. 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 by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be
met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent

Town of Valdese
Permit No. WQ0029366
June 2, 2006
-Page 2-- -- --------
discharge to land or surface waters, and any contravention of the groundwater
standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B
.0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every
day (i.e. 365 days a 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-month period
of time.
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. 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.
4. The sewage and wastewater collected by this system shall be treated in the Town of Valdese
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality(Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
1 interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Construction Grants &
Loans Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's
Certification Form is attached.)
I
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the project.

Town of Valdese
Permit No. WQ0029366
June 2, 2006
Page 3
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal), which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour
in the pump station,
b. An air relief valve located at all high points along the force main,
C. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material
where three feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the 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
wastewater collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North Carolina
Sedimentation Pollution Control Act.
14. Any abandoning of the existing facilities must be done in accordance with the requirements
of the Division of Water Quality's Asheville Regional Office.
NONCOMPLIANCE NOTIFICATION:
15. The Permittee shall verbally report to a Division of Water Quality staff person
at the Asheville Regional Office, telephone number(828) 296-4500, 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

Town of Valdese
Permit No. WQ0029366
June 2, 2006
Page-4 ---- - -- -----
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station
or facility.
Voice mail messages or faxed information is permissible but 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(800) 858-0368
or 919 733-3300. Persons reporting an of the above occurrences shall file a spill report by
( ) P g Y
completing Part I of Form CS-SSO (or the most current Division approved form), within
five days following first knowledge of the occurrence. This report shall outline the actions
taken or proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the
most current Division approved form) can also be completed to show that the SSO was
beyond control.
Permit issued this the 2"d day of June 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
3
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commi
ssion
Permit No. WQ0029366

Town of Valdese
Permit No. WQ0029366
June 2, 2006
ENGINEER'S CERTIFICATION
I, as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the Town of Valdese Sanitary Sewer System serving the Town of Valdese area,
located in Burke County, hereby state that to the best of my abilities, due care and diligence was
used in the observation of the following construction:
Replacement of 4,578 linear feet(l.f.) of 8-inch gravity sewer line, 708 linear feet
of 12-inch sewer line at four aerial crossings, 32 manholes rehabilitation, and all
associated appurtenances, in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
Mail this Certification to: DENR/DWQ
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, North Carolina 27699-1633.

QF,W,..,rF/yt Michael F.Easley,Governor
� William G.Ross Jr.,Secretary
( r North Carolina Department of Environment and Natural Resources
0 -'^ Y Alan W.Klimek,P.E.Director
- .- - DivisionpfWdter.Quality
u
June 2, 2006
II � ,
Jeffrey V. Morse, Town Manager J h. JU 2 2006
Town of Valdese
P. O. Box 339 NrAT, i l Iry �iON
Valdese, North Carolina 28690 Ari wu LE ,or c
SUBJECT: Town of Valdese
Collection System Improvements
Approval of the Plans and Specifications including
Addendum Number 1
Project No. XP96451506-0
Dear Mr. Morse:
The review for completeness and adequacy of the project construction plans and
specifications has been concluded by the Construction Grants &Loans Section of the North
Carolina Division of Water Quality. Therefore, said plan documents are hereby approved.
STAG funding is determined as follows:
Eligible
Replacement of 4,578 linear feet (l.f.) of 8-inch gravity sewer line, 708 linear feet
of 12-inch sewer line at four aerial crossings, rehabilitation of 32 manholes, and
all associated appurtenances.
Issuance of this approval letter does not imply availability of funding. You are encouraged
not to advertise for bids until you have received the funding offer. In the event that received bids
exceed the amount established through the funding offer, and local funds are not adequate to
award contract(s), it will be necessary to consider all alternatives including redesign,
re-advertising, and rebidding.
Neither the State nor Federal Government, nor any of its departments, agencies or
employees is or will be a party to the invitation to bids, addenda, any resulting contracts or
contract negotiations/changes.
If the Recipient does not maintain the court sanctioned schedules which extended the
compliance date for complying with the final effluent limits established in the NPDES Permit,
then project costs incurred will not be eligible for STAG payments.
Your project is subject to the one-year performance certification requirements. By this,
you are required on the date one year after the completion of construction and initial operation of
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone:[phone]/FAX:[phone]/Internet:www.nccgi.net /1/� /
An Equal Opportunity/Affirmative Action Employer—50%Recycled/l0%Post Consumer Paper VRatumllff

Jeffrey V. Morse, Town Manager
June 2, 2006
Page 2
the subject treatment facilities, to certify, based on your consultant engineer's advisement,
whether or not such treatment works meet the design performance, specifications and the permit
conditions and effluent limitations.
I
In accordance with the Federal Regulations, the Recipient is required to assure compliance
with the OSHA safety regulations on the subject project. In complying with this regulatory
responsibility, the Recipient should, by letter, invite the Training Officer, Education Training and
Technical Assistance Unit, NC OSHA Division, 1101 Mail Service Center, Raleigh, NC 27699-
1101 at [phone], to participate in the Preconstruction Conference to assure that proper
emphasis is given on understanding and adhering to the OSHA regulations.
It is the responsibility of the Recipient and the Consulting Engineer to insure that the
project plan documents are in compliance with Amended N. C. G. S. 133-3 (ratified July 13,
1993). The administrative review and approval of these plans and specifications, and any
subsequent addenda or change order, do not imply approval of a restrictive specification for
bidding purposes; nor is it an authorization for noncompetitive procurement actions.
Any addenda to be issued for subject project plans and specifications must be submitted by
the Recipient such that adequate time is allowed for review/approval action by the State, and for
subsequent bidder action prior to receipt of bids.
j It is mandatory for project facilities to be constructed in accordance with the North
Carolina Sedimentation Pollution Control Act, and, when applicable, the North Carolina Dam
Safety Act. In addition, the specifications must clearly state what the contractors' responsibilities
shall be in complying with these Acts.
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable project Permits from the State, including an Authorization to Construct and/or Non-
Discharge Permit.
While rejection of all bids is possible, such action may be taken only with prior State
concurrence, and only for good cause.
A goal of 8% of the contract price is established for Minority Business Enterprise (MBE)
participation in this project, and a goal of 5% of the contract price is established for Women's
Business Enterprise (WBE) participation in this project. The Recipient and Bidders shall make a
good faith effort to assure that MBE's and WBE;s are utilized, when possible, as sources of
goods and services. The good faith effort must include the following affirmative steps: (a)
including small, minority, and women's businesses on solicitation lists; (b) assuring that small,
minority, and women's businesses are solicited whenever they are potential sources; (c) dividing
total requirements, when economically feasible, into small tasks or quantities to permit
maximum participation by small, minority, and women's businesses; (d) establishing delivery
schedules, and (e) using the services of the Small Business Administration and the Minority
Business Development Agency of the U.S. Department of Commerce. Please note that the
P g Y P
solicitation efforts should include documentable follow-up phone calls.

Jeffrey V. Morse, Town Manager
June 2, 2006
Page 3
The Recipient shall comply with the provisions of 40 CFR, Part 7, Subpart C -
Discrimination Prohibited on the Basis of Handicap.
Attached is one (1) copy of the Project Review and Cost Summary (Authority to Award)
which is to be completed within 21 days after bids have been received, and submitted to the State
for review. Upon review and approval of this information, the State will authorize the Recipient
to make the proposed award.
Do not proceed with construction until the Authorization-to-Award package and the EEO
and MBE documentation/certification have been reviewed, and you are in receipt of our
approval, if a Federal loan is desired for project construction.
Two (2) copies of any change order must be promptly submitted by the Recipient to the
State. If additional information is requested by the State, a response is required within two (2)
weeks, or the change order will be returned without further or final action.
One (1) set of the final approved plans and specifications will be forwarded to you. One
(1) set of plans and specifications identical to the approved set must be available at the project
site at all times.
Upon completion of the project construction, the Recipient shall submit a letter confirming
that the project has been constructed in accordance with the plans and specifications approved by
the State. "As-built" plans will need to be submitted with any changes clearly documented on
the plans if the above confirmation cannot be made.
If there are any questions concerning this matter, please do not hesitate to contact
Mr. Cecil G. Madden, Jr., P. E. at [phone].
Sincerely,
A John R. Blowe, P.E., Chief
/Yf-6L Construction Grants &Loans Section
Attachment
lD:cgm
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
DWQ Asheville Regional Office
Don Evans
Daniel Blaisdell, P.E.
Valerie Lancaster
Cecil G. Madden, Jr., P.E.
Ishwar Devkota, P.E.
OSHA Training Officer, Les Kafel
CIG, STAG

�0FW ATF
� Michael F.Easley,Governor
®' William G.Ross Jr.,Secretary
j [ North Carolina Department of Environment and Natural Resources
1
O C Alan W.Klimek,P.E Direeto, `x tp
1 -Division of Water Quality
may
16, 2006
Mr. Jeffrey V. Morse, Town Manager
Town of Valdese 'v
Post Office Box 339
Cy
Valdese, North Carolina 28690-0339
� --FfCE I ri
- - fi
SUBJECT: Approval -Town of Valdese ='l
Preliminary Engineering Report w '
Phase H Inflow/Infiltration Reduction
Sanitary Sewer Project
STAG Project No. XP96451506-0
Dear Mr. Morse:
The Construction Grants and Loans Section of the Division of Water Quality has
completed its review of the town of Valdese Preliminary Engineering Report. The project that is
proposed to be constructed now will: 1)replace approximately 3,500 linear feet (l.f.) of 8-inch
gravity sewer that serves the Valdese Hospital; 2) replace approximately 150 IS. of 8-inch aerial
gravity sewer near North Italy Street; 3) rehabilitate 32 manholes in Main Street; 4) install
approximately 1,200 IS. of 8-inch sewer to replace an aerial sewer between Lydia Avenue and
Harris Street; 5) replace piers and approximately 150 IS. of 8-inch gravity sewer near the north
end of Praley Street; 6)replace approximately 1,000 11 of 8-inch sewer along Eldred Street. In
addition, the report indicates that installation of approximately 3,000 l.f. of 24-inch and 2,500 I.f.
of 30-inch sewer along McGalliard Creek and Dye Branch will be performed when funding is
available.
The subject town of Valdese Preliminary Engineering Report is hereby approved.
If you have any questions concerning this matter, please contact Mr. Larry Horton, P.E.
of our staff at(919)715-6225.
rely,
k4'0---J
/-A .
John R. Blowe, P.E., Chief
Construction Grants &Loans Section
ZQC/dr
cc: West Consultants, PLLC - Benjamin B. Thomas, P.E.
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
Zi-Qiang Chen, Ph.D.
Hannah Stallings
PMB/DMU/FEU/STAG
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCaTolina Phone:[phone]/FAX:[phone]/Internet:www.nccgi.net a �y y+ /
An Equal Opportunity/Affirmative Action Employer—50%Recvcled/l0%Post Consumer Paper NKtz`a`ly

�0F W A rFgQ Michael F.Easley,Governor
0 G William G.Ross Jr,Secrets
3 ry
tom.- North Carolina Department of Environment and Natural Resources
p � Alan W.Klimek,P.E.Director
_—� Division of Water Quality
November 8, 2005 i NOV 1 4 L.M15
i i Irl
Jeffrey V. Morse, Town Manager j
Town of Valdese
P. O. Box 339
Valdese,North Carolina 28690
SUBJECT: Review Comments
Town of Valdese
Phase III/I Reduction SS System
STAG Project
Dear Mr. Morse:
A review of the plans and specifications for the Town of Valdese, Phase II I/I Reduction
Sanitary Sewer System project has been completed by the Construction Grants and Loans
Section(CG&L). The comments resulting from this review are being transmitted directly to
your engineer for clarification and resolution; a copy is attached for your reference. Our goal is
to approve the plans and specifications as soon as possible. A thorough and timely response is
necessary in order to accomplish this goal.
Upon receipt of satisfactory responses from your engineer to our comments, the review of
the plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact Ishwar Devkota, P.E., State Project Review Engineer, at
[phone].
ecil - Madden, J ., P.E., DC o�`
Construction Grants and Loans Se tion
Design Management Unit
ID/dr
Attachment to all cc's
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
Ishwar Devkota, P.E.
Cecil G. Madden, Jr.
STAG File
Construction Grants and Loans Section 1�T 1633 Mail Service Center Raleigh NC 27699-1633 One
l�Q hCarolina
Phone:[phone]/FAX:[phone]/Internet:www.nccgl.net atuNR���
An Equal Opportunity/Affirmative Action Employer—50%Recycled/l0%Post Consumer Paper L

Construction Grants & Loans Section
Design Management Unit
Town of Valdese
Phase II Inflow and Infiltration Reduction Sanitary Sewer System
Review Comments
General Review
1 We note that the Sedimentation and Erosion Control Permit from the Division of Land Quality,
and encroachment agreement from NCDOT are pending. Provide the date when the permits are
expected, and when available, include them in the specifications.
2. We note that 401 Water Quality Certification, and Army Corps of Engineer's 404 Permit or a
letter from each of the agencies stating that none is required for this project, is pending. Provide
the date when the permit is expected, and when available; include them in the specifications.
3. For aerial crossings of navigable waters provide a copy of the Section 10 Permit or a
letter from the Corps stating that none is required for this project. We note crossings as
shown on plan sheet 2/12, 4/12, 6/12, and 7/12.
4. Provide 100-year flood elevations in all plan sheets.
5. Please note the inside drop connection is not allowed for 4'-diameter manhole.
6. Include all Minority Business Forms as well as dispute resolution, and mediation
conditions in the specifications.
7. Provide three sets of final plans and specifications.
8. Plans and Specifications cannot be approved prior to approval of the Engineering Report.
Review of Plans
1. On sheet 4/12, in addition to obtaining section 10 permit, please verify that no natural
flow is obstructed by the pipe crossing.
2. On sheet 5/12, the 100-year flood elevation must be established to set the top of manhole
2-feet above thus established 100-year flood elevation.
1
3. On sheet 5/12, provide detail of the manhole at Station 8+06 to protect against high
sewage velocity. Provide additional construction detail for the ground surface protection
due to possible erosion.
4. Alternate manholes must be vented when installed watertight.

�O ATF,q Michael F.Easley,Governor
William G.Ross Jr.,Secretary
�/J r North Carolina Department of Environment and Natural Resources
J
pY Alan W.Klimek,P.E.Director
Division of Water Quality
October 24, 2005
Jeffrey V. Morse, Town Manager
Town of Valdese
P. 0. Box 339
Valdese,North Carolina 28690
SUBJECT: Review Comments
Town of Valdese
Phase II I/I Reduction SS System
STAG Project
Dear Mr. Morse:
A review of the plans and specifications for the Indian Hills Sanitary Sewer project has
been completed by the Construction Grants and Loans Section (CG&L). The comments
resulting from this review are being transmitted directly to your engineer for clarification and
resolution; a copy is attached for your reference. Our goal is to approve the plans and
specifications as soon as possible. A thorough and timely response is necessary in order to
accomplish this goal.
Upon receipt of satisfactory responses from your engineer to our comments, the review of
the plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact Ishwar Devkota, P.E., State Project Review Engineer, at
[phone].
Sincerely,
2-
Cecil Madden, ., P. ., S p i or
Construction Grants and Loan Section
Design Management Unit
ID/dr
Attachment to all cc's
cc: Benjamin B. Thomas, P.E. West Consultants, PLLC, Morganton
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
Ishwar Devkota, P.E.
Cecil G. Madden, Jr.
STAG File
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone:[phone]/FAX:[phone]/Internet:www.nccgl.net ���������
An rm Ali nnnnm inBu/Affirmati,ia Action Fmnlover—50%Recvcled/l0%Post Consumer Pacer

Construction Grants&Loans Seetto`n---- --------
Design Management Unit
Town of Valdese
Phase II Inflow and Infiltration Reduction Sanitary Sewer System
Review Comments
General Review
1 We note that the Sedimentation and Erosion Control Permit from the Division of Land Quality,
and encroachment agreement from NCDOT are pending. Provide the date when the permits are
expected, and when available, include them in the specifications.
2. We note that 401 Water Quality Certification, and Army Corps of Engineer's 404 Permit or a
letter from each of the agencies stating that none is required for this project, is pending. Provide
the date when the permit is expected, and when available; include them in the specifications.
3. For aerial crossings of navigable waters provide a copy of the Section 10 Permit or a
letter from the Corps stating that none is required for this project. We note crossings as
shown on plan sheet 2/12, 4/12, 6/12, and 7/12.
4. Provide 100-year flood elevations in all plan sheets.
5. Please note the inside drop connection is not allowed for 4'-diameter manhole.
6. Include all Minority Business Forms as well as dispute resolution, and mediation
conditions in the specifications.
7. Provide three sets of final plans and specifications.
8. Plans and Specifications cannot be approved prior to approval of the Engineering Report.
1 Review of Plans
1. On sheet 4/12, in addition to obtaining section 10 permit, please verify that no natural
flow is obstructed by the pipe crossing.
2. On sheet 5/12,the 100-year flood elevation must be established to set the top of manhole
2-feet above thus established 100-year flood elevation.
3. On sheet 5/12, provide detail of the manhole at Station 8+06 to protect against high
sewage velocity. Provide additional construction detail for the ground surface protection
due to possible erosion.
4. Alternate manholes must be vented when installed watertight.

0¢W ATFR Michael F. Easley, Governor
�O� pG William G. Ross Jr.,Secretary
Uj q North Carolina Department of Environment and Natural Resources
> r—
O Y Alan W.Klimek,P.E., Director
Division of Water Quality
Asheville
October 21, 2005
Mr. Randall Brackett-Associate Superintendent
Burke County Schools
700 East Parker Road
Morganton, North Carolina 28655
Subject: Permit No. WQ0029432
Burke County Schools
Wastewater Collection System Extension
East Burke High School
Dear Mr. Brackett: Burke County
In accordance with your application received on October 4, 2005 we are forwarding herewith
Permit No. WQ0029432, dated October 21, 2005 to Burke County Schools for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina-licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§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.
Asheville Regional Office Internet http://h2o.enr,state.nc.us/
2090 US Highway 70,Swannanoa, NC 28778 Telephone [phone] Fax [phone] One
OrthCaTOtlna
DENR Customer Service Center Telephone [phone] Nationally
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Burke County Schools Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
--- -amended,,—arrd other applicable Laws,Rules, an Regulations, permission is hereby granted to Burke
County Schools for the construction and operation of approximately 2,736 linear feet of 8-inch gravity
sewer to serve East Burke High School and the discharge of 15,000 gallons per day of collected
domestic wastewater into the Town of Valdese's existing sewerage system, pursuant to the application
received on October 4 2005 and in conformity with
I h 15A NCAC 2H .0200; the Division's Gravity Sewer
� Minimum Design Criteria adopted February 12 1996 as applicable; the Division's
Minimum Design
9
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting
pp pp g data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Valdese's
Wastewater Treatment Facility (Permit No. NC0041696) prior to being discharged into the receiving
stream.
,i If any parts, requirements, or limitations contained in this 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 a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
fTAan W. Klimek, P.E., Director
Division of Water Quality
cc: Burke County Health Department
Asheville Regional Office, Surface Water Protection (WWTF Permit No. MC0041696)
David P. Rector, PE
Town of Valdese
Water Quality Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
BURKE COUNTY SCHOOLS
EAST BURKE HIGH SCHOOL
BURKE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
PERMIT NUMBER WQ0029432
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality'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.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
t

Permit No W00029432 Burke County Schools East Burk High School Burke County October 21 2005
— —��
--- 4:--Thispermit-shall-noYtse-transferable.—In the—event-there—is desire-for fhe 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.
5. 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's GravitySewer Design Criteria ad
9 opted February 12,
1996 as applicable; the Division's
pp on s Minimum Design Criteria for the Fast Track Permitting of Pump
Station and Fo
rce Main adopted June 1 2000 as applicable; and other supporting materia
ls. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A co of the construction record copy drawings shall g be maintained on file by the Permittee for the life
of the wastewa
ter collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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-
215.6Athrough §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
1 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.
10. 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 2B .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 213 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water guality staff member at the Asheville 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:
3

Permit No. W00022432 Burke County cahools EBBurk High School Burke QDunty, October 21 200
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), 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.
Permit issued this the 21 s`day of October, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�\,+ cat �J• �".�.,,v�,c r,�+t
for Alao W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029432
4

Permit No W00029432 Burke County Schools East Burk High School. Burke County. October 21 2005
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
2,736 linear feet of 8-inch gravity sewer to serve East Burke High School
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines)of the wastewater collection
system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑full time)the construction of the above referenced
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 2H .0200; the Division of Water Quality'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
Ili
materials.
_ North Carolina Professional Engineer's
seal, signature, and date:
........... ................._. .............
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
I 2090 US HIGHWAY 70
SWANNANOA, NC 28778
. .............................................................................
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 Engineers Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

FAST-TRACK APPLICATION for GFA-YTT- -3 n NSj AND FORCE MA
0029432 '
_i-OF W AT�R I) ) I j State of North Carolina
OCT - Q 2OoDep�Vi f ?ent of Environment and Natural Resources
Division of Water Quality
FAST-TRACK APPLICATION
l - 6rl�ItA f1I" ) FRS"PUMP STATIONS,AND FORCE MAINS
t; „ ,,„.... ; , (Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
X I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item Bf121.
X II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application fora franchise has been received, that the service area
is contiguous to an existing franchised`area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or W WTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewersMWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
X VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify,the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses overor`near several different waterbodies (or counties,
basins, etc.),the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location AID is self chosen and used to cross reference the
location in Section C of the permit application.
X VII. Stream Classifications—Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable;generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C(see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast-Track
Sewer Systems)" available`from hftp://h2o.enratate.no.us/peres or by contacting the appropriate regional
office.
FTA 02/03 -Rev. 3 04/05

FASVTRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments— If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
X IX. Certifications—Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(ib). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design.Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
X X. Downstream Sewer&Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity rejated'sanitary sewer overflows or overburden any downstream
pump station an route to the receiving wastewater treatment plant. If the applicant is not the owner of the
. downstream sewer or receiving treatment,plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S.143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND$400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778 Cherokee, Clay, Graham, Haywood,
(828)'Z96.4500 Henderson,Jackson, Macon, Madison,
(828)'299-7043.Fax McDowell, Mitchell, Polk, Rutherford,
Swain,Transylvania,Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Richmond, Sampson, Scotland
[phone]Fax
Mooresville Regional Office 610 E, Center Avenue,Suite 301 Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln,
(704)_663-1699 Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Raleigh,North Carolina'27699-1628 Granville, Halifax,Johnston, Lee, Nash,
(919);571-4700 Northampton, Orange, Person, Vance,
919 'S71-4718 Fax Wake,Warren,Wilson
Washington Regional Office 943 Washington'Square Mall Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889 Craven, Currituck, Dare, Gates, Greene,
[phone] Hertford, Hyde,Jones, Lenoir, Martin,
[phone] Fax Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405 New Hanover, Onslow, Pender
[phone] .
[phone] Fax -
Winston-Salem Regional Office 585'Waughtown Street Alamance,Allegheny,Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford,
(336),771-4600 Rockingham, Randolph, Stokes, Surry,
[phone] Fax Watauga,Wilkes, Yadkin
For more information, visit our web site at.,http://h2o.encstate.nc.us/peres/
FTA 02/03 -Rev. 3 04/05

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 3
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI p
-_ (to be completed by DWQ) VVQ0029432 41
1. Owner.
Ia. Burke County Schools a-�'�-�^� A;a S
Z Full Legal Name (company, municipality, HOA,utilit , etc.)
----.
11 b. Randall Brackett-Associate,Superintendent
,
Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officialsl)
:1 C. The legal entice who will own this system is:
0 Individual IJ Federal O Municipality ❑ State/County Private Partnership❑ Corporation X Othersspecity) School : -
!Q itd. 700 East Parker Road - 1e. Morganton
V- Mailing Address City
Z
11f. North Carolina 1g. 28655
Z State Zip Code
th. 828.439.4305 li. 828.439.4102 1j. [e-mail]
Q 1 Telephone Facsimile E-mail
..........
0 ,2. Project(Facility) Information:
J 2a. East Burke High School 2b. Burke
a I Brief Project Name(permit will refer to this name) County Where Project is Located
CL
a 13. Contact Person
__._,__
'..Q i3a. David P. Rector, PE
i I Name and Affiliation of Someone Who Can Answer Questions About this Application
j. ;3b. 704.521.9880 (work) . . 3c. [e-mail]
j. Phone Number _ E-mail
t. Project is X New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e. adding another
phase,changing line size/lengths etc.). Only include the modified information in this permit application-do not
i duplicate project information in B(7)and 8(10-11)that has already been included in the original permit.
2. Owner is ❑ Public(skip to Item B(3)) SX Private(go to Item 2(a))
_ _ .... .. ............ ._,
2a. If private, applicant will be. 2b. If sold,facilities owned by a(must choose one)
i
X Retaining Ownership (i.e.store,church,single office,etc.)or . ❑ Public Utility(Instruction 111)
Z ❑ Leasing units (lots,townhomes,etc. -skip to Item B(3))" ❑ Homeowner Assoc./Developer(Instruction IV)
0 ❑ Selling units(lots,townhomes, etc.-go to Item B(2b))
....... _........ ......... _
} Ci. Town of Valdese _ ._.._. ... .........._ . . ._._...._
j Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
j4a. Lake Rhodhiss 4b. NC 0041696
0 1 Name of WWTF WWTF Permit No.
LL 5a. Town of Valdese Sb. 8-inch X Gravity 5c.
Z Owner of Downstream Sewer Receiving Sewer Size I❑ Force Main Permit Number of Downstream Sewer(if known)
H" S. The origin of this wastewater is(check all that apply):
❑ Residential Subdivision ❑Car Wash,
CC ❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial i
W ❑ Mobile Home Park ❑ Hospital
a X School ❑Church _ _% Industrial
tb
El Restaurant ❑ Nursing A. .° f /o Other(specify) `
Home o
❑ Office ❑ Other(specify): ..
7 Volume of wastewater to be allocated for this particular project 15.000 �I�allpn5per day
*Do not.include previously permitted allocations
_ _...
8. If the permitted flow is zero, indicate why.
❑ Interceptor Line- Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected n ,t
FTA 02/03 -Rev.3 04/05

FAST-TRACT{APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I)for Item 13(7)or the design flow for line or pump station sizing if zero flow in the space below.Values other than
that in 15A NCAC 2H.0219(1)(1-2)must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
Per 15A NCAC 18A.1949: 1,000 students x 15 gals/student 15,000 gallons per day(ADF).
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary) j
Size(inches) Length(feet) Gravity or Force Main
(use the pull down menu)
_ 8 2,736 .._ - Gravity
p
W
. Z
,O ENTER TOTAL LINE LENGTH IN MILES 0.5182
V ,11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
Z Location ID Power Reliability Option
(self chosen-as shown on Design Flow Operational Point (1-dual line feed;2-permanent generator WATS;3-
Q _plans for,cross-reference) (MGD) GPM.q TDH portable generator w/telemetry;4-wet well storage)___
LL
F
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Forcel
Mains (latest version),the Gravity Sewer Minimum Design Criteria(latest version) and 15A NCAC 2H .0200 as applicable?i
W X Yes [] No If no, please reference the pertinent minimum design criteria or regulation and indicate why a i
0. variance is requested.SUBMIT TWO COPIES OF PLANS,SPECIFICATIONS OR CALCULATIONS j
r PERTINENT TO THE VARIANCE WITH YOUR APPLICATION I
m i
j
i
�13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings-General Permit or 401 Certification? ❑Yes ❑ No X N/A
Sedimentation and Erosion Control Plan? X Yes ❑ No ❑ N/A
Stormwater? X Yes ❑ No ❑ N/A
.14. Does this project involve aerial lines or siphons? Check if yes: ❑
" project gravity P g slopes?
a
15. Does this ro ect have ravlt Sewer lines designed at minimum slo es. X
These lines will be considered hlah.arlorlty and must be cheaked..ance every slx.monlhs
Be aware that the Division will not accept installed lines more than 10%flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 -Rev. 3 04/05

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled,'DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST-TRACK SEWER SYSTEMS)'to collect and record the stream classification data below(attach additional sheets as
necessary).This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses)OR indicate the following:
X A Stream Classification is not heeded because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND, _
rJ X A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody. I
N Location ID on Map
a (self chosen-as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
' Q
W
i
Submd the 8.5" x 11' COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification.
1, Randall Brackett, attest that this application for West Burke High School 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. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
j 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.
,Signing Official Signature __.. _,. _... Date
N2. Professional Engineer's Certification:
Z 1 attest that this application for West Burke High School has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
H my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance
Q with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
V and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
LL and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package I
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I
i� have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
W General Statutes 143-215.6A and 143-215.6B,any person who knowingly makes any false statement, representation, or
V 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. David P. Rector, PE a
AR "
Professional Engineer Name ��t1z•`pFESS/0yw��9 s
2b. Site Solutions
r
Engineering Firm E F s
2c. 2320 W. Morehead Street F
Z.INE�
Mailing Address .IGQ'` a
O�
2d. Charlotte 2e. NC 2f. 28208 '�eA�p L
City State Zip
2g. 704 521 9680 2h. 704 591.8955 21 dav*[e-mail]
Telephone Facsimile E-mail Seal Signature&Date
FTA 02/03 -Rev. 3 04/05

TOPOI map printed on 09/30/05 from"North Carolina.tpo"and"UntitledApg"
81-35'00"W 81034'00"W 81-33,001, w WGS84 81-32'00"W
is
z z
0
In
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0
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z
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0
ff
... ......... T
81.35,001,w 81-34'00"W 61-33,001,w WGS84 W32'OC"W
MIIjTII 9 P ---. . ----r ..I Mitt
7- a in ITH 0 n IODD MUMS
Ponied fbnaTOF01 92001 MaflocaI Geographic HokUnp(wl topoxom)

09/70/2005, O' :19 _ 8_284335662 WEST & ASSOCIATES PAGE 02
- 09/19/2005 11:52 FAX [phone] TOWN OF VALME
TOWN OF VALDESE:
NpRTN'nt)UNA'6 mIRNbLY TW N
O.BOX 739
(�istoric Valdese VA,.PCSV, NORTH CARpLINA 28690A330
PHONE[phone]'2116
FAX( 261079-tMO
UF'FI_a OF THE TOWN MANAGER
September 15, 2005
Mr, Randall Brackett
Burke County Public 5choois
P.O. Box 989
Morganton, NC 28680
Dear Randall:
RE: Wastewater Flow from New East High School
This lettar is to Inform you that the Town of Valdese has capacity for and will accept the
wastewater flow from the now high school off Lovelady Road. The amount accepted is
15,000 gaidday (average daily flow), based on 1,000 students. This flow will be treated
by our Lake Rhod hiss Wastewater Treatment Facllity. Pretreatment maybe required in
accordance with the Towns Sewer Use Ordinance.
Sincerely
Jaffrey . Morse
Town Manager

LL�44C�G3 OO �' 4G23LQGV]��u70�i41QL�
OCT - 4 2001,
SITE
TO North Carolina Dept. of Environment and Natural ResOl.rces
Ashville Regional Office WATER GIUALIT(SECTION
cu L OFFICE
2090 US Highway 70
Swannanoa, North Carolina 28778 DATE 30-Sep-05 JOB NO. 2700A SOLUTIONS
ATTENTION Division of Water Quality 2 3 2 0
RE: East and West Burke High School(s) W. Morehead street
_ Charlotte,NC 28208
Sanitary Sewer Extension FTA
P 704.521.9880 F 704.521.8955
www.sitesolutionspa.com
WE ARE SENDING YOU Attached ❑Under separate cover via Courier the following items:
❑Shop drawings ❑Prints Plans ❑Samples
❑Specifcations
❑copy of letter ❑Change order ❑
COPIES DATE NO. DESCRIPTION
1 30-Sep-05 1 FTA Application for East Burke High School-signed/sealed original
1 30-Sep-05 2 Application fee($400-Chk.No.47354 dated 9.09.05)
1 30-Sep-05 3 FTA Application for West Burke High School-signed/sealed original
1 30-Sep-05 4 Application fee($400-Chk.No.47355 dated 9.09.05)
THESE ARE TRANSMITTED as checked below:
21 For approval ❑Approved as submitted ❑Resubmit copies for approval
❑For your use ❑Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections ❑Return camected prints
❑For review and comment ❑
REMARKS
Original applications for private sanitary sewer construction at East and West Burke High Schools.
The application fee, USGS Quad Map, and Flow Acceptance Letter are attached with each application.
Please let us know if you need any other information in order to process this application.
Respectfully submitted.
COPY TO J. COrt(CAG); K. Connor(UEG) SIGNED: Dave Rector

UNITED,ENGINEERING GROUP, INC. g
NC,DEPT OF ENV IRON/NAT RESOURCES Check Number: 474364
64
Date: 9/9/2005 Check Ant: $400.00
Iran A Invoice Type Date Reference Balance Discount Pay Amount
28298 Site - E. BurkInvoice 09/08/05 East Burke Sewer Fees 204041 $400.00 $0.00 $400.00
47353454
33
UNITED UNITEp ENGINEERING GROUP, INC.
EXECUTIVE EGUTIVE CENTER DRIVE CENTRAL CAROLINA BANK
SUITE--- 704-532-9473 CHARLOTTE,NORTH CAROLINA 28235
Engineering Group,Inc. CHARLOTTE, NC 28212 66-46-531
Exactly Four hundred and no / . 100 Dollars . °
DATE AMOUNT.: 8
9/9/2005 $400.00
PAY -
TO THE ORDER NC DEPT OF ENVIRON/NAT RESOURCES
OF 1617 MAIL SERVICE CENTER
RALEIGH NC 27699-1617

UNITED ENGINEERING GROUP, INC.
47354
NC DEPT OF ENVIRON/NAT RESOURCES Check Number: 47354
Date: 9/9/2005 Check Amt: $400.00
Tran N Invoice Type Date Reference Balance Discount Pay Amount
28298 Site - E. BurkInvoice 09/08/05 East Burke Sewer Fees 204041 $400.00 $0.00 $400.00
5 BELUn BUSINESS FORMS 1+800328.0304 x delwN n%wm

0 �
FAST-TRACK
�'AP)PPLICATION REVIEW PR�OjCEDURES, (�
ProjectName � � W � `
i
Application received Date�O c7S Basic Review Date
Application Returned Date Application entered BIM's Date
Application to County Person Permit Issued Date
All fast-track projects should be submitted on the application entitled "Fast-Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment(EA) are excluded from the Fast-Track review process, and should be submitted for
full review to the Central Office(NDPU) on FORM: PSFMGSA 10199. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
PRE-REVIEW
1�Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15ANCAC 2H .0208(e).
V/Ensure that a check for$400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A-Application Information
If th licant is private (Item B(2))and listed as a corporation, check the NC Department of the
Secretary o 's web site at htto://www.secretary.state.nc.us/Corporations/to ensure that the
Applicant is registere a Secretary of State to conduct business as a corporation in the
State of NC. Developer's and hould be listed.
_L_,-�'Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application,forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non-Discharge Permitting Unit has an
example delegated signing official letter from
hftp://h2o.enr.state.ne.us/ndpu/spraypol.html#DELEG.
SECTION B-Permit Information
1
FAST-TRACK Application Review Procedures 2003

oje 's ne odification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"cre a new project")
Applicant a public entity(e.g. county, town, sanitary district)?
Xpplican private entity?
O (i.e. lease) units, lots, parcels, etc?
Sell its, lots, parcels, etc?
ertificate of Public Convenience and Necessity? 2H.0205(d)(2)
♦ Required if the applicant is a public utility. In lieu of a Certificate of Public
onvenience and Necessity, they may submit written approval from the
No h Carolina Utilities Commission's Public Staff that states that the utility is
alto d to provide utility service in the subject project area. Note that the
project me on the application and on the CPCN must match. Contact the
NCUC F lic Staff if questions arise.
Operational Agr ment? 2H.0205(d)(2)
♦ Operational A ements are only required if the applicant is not a public
entity(!.e. Town, ounty, etc.)or public utility as designated by the North
Carolina Utilities Co mission AND the lots being served by the collection
system are to be sold individual owners.
♦ If the applicant is a devel er, they must fill out the DEVELOPER
Operational Agreement(FO : DEV 02/03). A developer may be
responsible for the system for interim period until the homeowners
association is formed, it which ti a Permit Name/Ownership Change
request (FORM: PNOCF 06/00)will a needed to transfer the permit to the
HOA.
♦ If the applicant is a homeowners' associ tion (HOA), they must fill out the
ASSOCIATION Operational Agreement( ORM: HOA 02/03 The HOA must
be registered with the Secretary of State's office and must provide a copy of
the Associations' Bylaws and Articles of Incorporation. These documents
should be reviewed to ensure that all applicable language regarding the
collection system is included as is required by the Operational Agreement.
♦ The Operational Agreement should be attached to the permit and
incorporated into the language of the permit. Please note that Operational
Agreement language should not be altered without approval from the
Attorney General's Office. Operational Agreements are available at
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
,II flow volume that is being requested, and that the WWTF has been in compliance with their
��treatment and disposal permit.
Ll- Flow acceptance letter(s)from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H.0205(d)(3)(C)
♦ .Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
LI-Wastewater industrial or domestic in ure?
♦ Most projects will be water that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
2
FAST-TRACK Application Review Procedures 2003

Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
�_ Flow volume calculated correctly? 2H.0219(1)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific(i.e.,22 three-bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one-bedroom the minimum they can use is
240 gpd
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve."future"wastewater flows (i.e., that based on speculative development).
/ These would be permitted in future wastewater collection system extensions.
v Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater(15A NCAC 1 C .0100). Note that this criteria is currently
under revision. Environmental Assessment projects can NOT go Fast-Track!
Adequa information provided regarding the proposed pump station(s) (if applicable)?
Note: An vironmental Assessment may be required if the pump station(s) have a design
capacity grea than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA m be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Lo I Government Assistance Unit.
♦ Power reliability at th ump station provided in accordance with Section 5.04 of the
Minimum Design Criteri r the Fast-Track Permitting of Pump Stations and Force Mains
document(Le dual line fee , able generator w/telemetry, permanent generator with
automatic transfer switch, wet we storage if near Class C waters)?
Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains document(as applicable)? If NO, forward one cony of the supporting documents to
the Central Office for review, indicating the permit number, owner and proiect name. The Central
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Regional Office reviewer to incorporate into the permit A copy
of the variance letter provided by the central office should be kept with the application file
SECTION C—Watershed Classification
_topographic map submitted?
atershed classification required? If YES, you are advised to"spot-check"the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION D—Certifications
Signing Official's signature? 2H.0206(b)
3
FAST-TRACK Application Review Procedures 2003

♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
/signing official on Page 1 of the application form:
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H.0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items,with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plansy If not, an explanation and/or authorization is
required.
Y/ Adequate information provided for the engineer/engineering firm?
_PE with active license in North Carolina? 2H.0205(d)(1)(A)(iii) or 2H.0203(28)
♦ Ensure that ALL pertinent P.E.s have active licenses by checking the NC Professional
Engineer's Board web site(www,ncbels.org-the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast-Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc)should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
_ not meet NC Statutes, rules or regulations,then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in"Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
4
FAST-TRACK Application Review Procedures 2003

Michael F.Easley
�QF W ATFgQ Governor
\Q (� William G.Ross,Jr.,Secretary
9r, Department of Environment and Natural Resources
_ Ken'T.Stevens
O ` ` 'Y Division of Water Quality
May 9, 2001
Mr. Jeffrey V. Morse, Town Manager
Town of Valdese /iti( I O 2601i
Post Office Box 339
Valdese,North Carolina 28690-0339
SUBJECT: Town of Valdese
Engineering Amendment to the
Burke County 201 Facilities Plan for
Inflow/Infiltration Project
Project No. CS370396-07
Dear Mr. Morse:
I am writing to acknowledge receipt of the subject 201 Facilities Plan on April 26, 2001.
The Facilities Evaluation Unit has initiated a review of the subject project and we will notify you
and your engineer upon completion of our review.
If you have any questions concerning this matter,please contact me at(919) 715-6225.
Sincerely,
K. Lawren Horton, III, P.E., Supervisor
Facilities valuation Unit
KLH:dr
cc: Chester West,P.E., West and Associates
Asheville Regional Office
Daniel Blaisdell,P.E.
Amy Simes,P.E.
DMU/FEU/SRF
".a A
®r-)R R.
Customer Service Construction Grants&Loans 1633 Mail Service Center Raleigh,NC 27699-1633 (919)7336WD
1 800623-7748 FAX[phone] Internet Address:www.nccgl.net @
I

`^ Vrnf(i `
V O � V - Michael F.Easley
Q Governor
rWilliam G. Ross,Jr. Secretary
r1
Department of Environment and Natural Resources
6] "C Kerr T.Stevens
Division of Water Quality
June 7, 2001
Mr, Jeffrey V. Morse, Town Manager ?'
Town of Valdese I ZUUI
Post Office Box 339
Valdese, North Carolina 28690-9339 `M QUA+)h '
SUBJECT: Town of Valdese Engineering Amendment
to the Burke County 201 Facilities Plan
for Infiltration and Inflow Project
Project No. CS370396-07
Dear Mr. Morse:
The Construction Grants & Loans Section (CG&LS) has evaluated the proposed
engineering amendment (April 2001) for the infiltration/inflow (1/1) project prepared by West
Associates and the supplemental environmental information from the document (September
1998) relevant to the Valdese portion of the Burke County 201 Facilities Plan. Our evaluation
indicates that the Burke County 201 Facilities Plan does not contain adequate map information
identifying the location of the proposed 1/I project or sufficient,economic and environmental
documentation to justify the project as an engineering amendment to the 201 Plan. Therefore,
the proposed 1/I project should be resubmitted as a Burke County 201 Facilities Plan Amendment
with an environmental assessment included.
Eighteen copies ,,of the Burke County 201 Facilities Plan Amendment, including an
environmental assessment, should be prepared and submitted to CG&LS so that the project can
be circulated for a technical review and an environmental review. A public hearing should also
be advertised for thirty days and held for public participation in the project. The town is
encouraged to hold the public hearing early in the process and it must be held prior to submittal
of a Finding of No Significant Impact (FNSI) to State Clearinghouse. After the technical and
environmental review process has been completed and all issues have been resolved, a FNSI and
an environmental assessment can be submitted to the State Clearinghouse. If there are no
substantive comments at this stage, the amendment to the 201 Facilities Plan can be approved
and the town will be eligible to receive fimding for the proposed I/I project.
1�i t'
MUM
Customer Service 1 800 623-7748 Construction Grants&Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633 [phone]
FAX [phone] E-Mail Address www.nccgl.net

If you have any questions concerning this matter, please contact Reginald R. Sutton at
[phone].
Sin erely,
K. Lawrence'Horton III P.E. Supervisor
Facilities Evaluation Unit
RRS:dr
cc: Chester R. West, P.E.,West and Associates
Asheville Regional Office
Reginald R. Sutton, Ph.D.
Daniel M. Blaisdell,P.E.
Amy Simes, P.E.
DMU/FEU/SRF
j

OF W AtE'9 Michael F. Easley, Governor
(� William G.Ross Jr.,Secretary
\Q Y North Carolina Department of Environment and Natural Resources
[ Alan W. Klimek, P.E.Director
-i Division of Water Quality
O 'C
October 15, 2002
Mr. Jeffrey V. Morse, Town Manager
Town of Valdese
Post Office Box 339
Valdese, North Carolina 28690-0339
SUBJECT: Approval
Town of Valdese
Engineering Amendment to the
Burke County 201 Facilities Plan Amendment No. 1
Project No. CS370396-07
Dear Mr. Morse:
The Construction Grants and Loans Section of the Division of Water Quality has
completed its review of the town of Valdese Engineering Amendment to the Burke County 201
Facilities Plan Amendment No. 1. The Engineering Amendment consists of repairs to the sludge
pump room, repairs to the sludge pumping equipment, and repairs and improvements to piping in
the centrifuge building.
The subject town of Valdese Engineering Amendment to the Burke County 201 Facilities
Plan Amendment No. 1 is hereby approved.
If you have any questions concerning this matter, please contact Mr. Larry Horton, P.E.
of our staff at(919) 715-6225.
Sincerely,
R. Blowe, P.E., Chief
onstruction Grants &Loans Section
KLH/dr
OU I t'ut"i2.
cc: Clarence Lockamy, The Wooten Company(Hickory, NC)
DWQ Asheville Regional Office
Daniel Blaisdell, P.E.
PMB/DMU/FEU/SRF
IF
construction Grants and Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633 [phone] Customer Service
E-Mail Address www.nccgl.net FAX[phone] 623-7748

0�-WA7-§ Michael F.Easley,Governor
William G. Ross Jr.,Secretary
O: G North Carolina Department of Environment and Natural Resources
y
r Gregory J.Thorpe,Ph.D.
fl � �,.Y Acting Director
Division of Water Quality
December 3, 2001
Mr. Jeffrey V. Morse, Town Manager
Town of Valdese
Post Office Box 339
Valdese, North Carolina 28609-0039
SUBJECT: Approval
Valdese 201 Facilities Plan
Sewer Collection Facilities
Project No. CS370396-07 DEC .. 7 2N
Dear Mr. Morse:
The Construction Grants and Loans Section of the Division of Water Quality has
completed its review of the town of Valdese 201 Facilities Plan. The project consists of
rehabilitating/replacing/installing 5,680 linear feet of sewer lines and 12 manholes for three areas
in the Valdese collection system.
The subject town of Valdese 201 Facilities Plan is hereby approved.
If you have any questions concerning this matter, please contact Mr. Lang Horton, P.E.
of our staff at(919) 715-6225.
Sincerely,
ohn R. Blowe, .E., Chief
Construction Grants &Loans Section
RB/dr
cc: Chester R. West, P.E., West and Associates
Asheville Regional Office
Daniel Blaisdell, P.E.
PMB/DMU/FEU/SRF
IP1F
'uCL7E(,
Construction Grants and Loans Section 1633 Mail Service Center Raleigh,NC 27699-1633 [phone] Customer Service
E-Mail Address www.nccgi.net FAX[phone] 1 BCD 623-7748

State of North Carolina
Department of Environments • : '
and Natural Resources ,►
Division of Water Quality
Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 29, 2001
JEFF MORSE
TOWN OF DESE
P. O. Box 339
VALDESE, NC 28690
Subject: Application No. WQCS00032
Additional Information Request
Valdese Collection System
Burke County
Dear Mr. Morse:
The Non-Discharge Permitting Unit has completed a preliminary review of the subject
application. Attached is a request for additional information, which will clarify questions conceming
your permit application and expedite the permitting process. Please note and/or address the attached
information request by June 28, 2001. Also attached is a draft permit shell for your review and a record
keeping requirement packet.
Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in triplicate to my attention at the
address below. The information requested by this letter, must be submitted on or before June 28, 2001
or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200
and your Valdese collection system will be considered to be operating in non-compliance.
If you have any questions regarding this request, please call me at [phone], extension
533.
Sincerely,
Nathaniel Thornburg (J
Environmental Engineer
Non-Discharge Permitting Unit
cc: Forrest Westall, Asheville Regional Office,Water Quality
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Application No. WQCS00032
Valdese Collection System
---- —Attachment Page-1---- -------- -- - — - -- - -
Collection System Information:
1. Item III. 1. On Page 3 of 6 of the submitted application form states that Valdese's collection system
has a permitted flow of 7.5 MGD. What is the average daily flow and highest recorded flow?
2, Item III. 5. on Page 3 of 6 of the submitted application form states that Valdese's collection system
transports wastewater that is approximately 78% industrial in nature. Per instruction F. on Page 1 of
6, please provide the basis and/or assumption used in developing this estimate.
3. Item III. 7. on Page 3 of 6 of the submitted application form states that Valdese operates and
maintains 0.4 miles of force main and 50 miles of gravity sewer. Per instruction F. on Page 1 of 6,
please provide the basis and/or assumption used in developing this estimate.
4. Please clarify whether or not there are any locations of known, chronic discharge, overflow, bypass,
etc. that are planned for correction. If so, please provide their locations and a schedule for correcting
the
m.
5. Pleas
e clarify whether or not Valdese's three um stations currently have conspicuously posted
pump Y P Y
signs indicating Pump Station Identification, 24-hour phone numbers and instructions in case of
emergency. If not, please provide a compliance schedule for supplying signs at each pump station.
6. Please clarify whether or not Valdese's three pump stations have restricted access. Restricted access
includes, but is not limited to locked fencing (preferred but not required) or all wet wells and control
j panels securely locked. If the pump stations do not have restricted access, please provide a short
compliance schedule for restricting access to wet well and control panels.
7. Please clarify whether or not Valdese's collection system contains any overflow piping exiting from
manholes and/or pump stations to water features. If yes, please provide a short compliance schedule
for the capping of these lines. If these lines do exist, they should be capped at both ends.
8. Please clarify how inspection of high priority lines (HPLs)is documented.
9. Note that, beginning July 1, 2001,pump stations with telemetry (i.e., SCADA) are required to be
inspected at least once per week.
Administration of the Collection System:
1. Please clarify whether or not Valdese's capital improvement plan (CIP) budget is earmarked only for
the collection system and is heavily dependent upon grants and loans. Please note that the CIP
should cover a minimum of 3 years. Please provide a copy of Valdese's CIP.
2. Please clarify whether or not Valdese's O&M budget is for collection system's only or if it also
encompasses water and/or wastewater treatment plant O&M.

Application No. WQCS00032
Valdese Collection System
Attachment Page 2
Administration of the Collection System (continued):
3. Note that Valdese is required to keep documentation of distribution of grease education materials in
order to remain in permit compliance. Please submit an example page of Valdese's grease education
documentation logbook. This logbook should document at a minimum, the date, reason and method
of distribution of grease educational materials to residential and commercial users.
Operation and Maintenance of the Collection System:
1. It is noted in Valdese's application that 2 pump stations (Cline Street& High Meadows) have no
permanent or portable power reliability. Note that there is no permit condition requiring power
reliability at pump stations, but a permittee will be held responsible for discharges due to power loss
because preventive measures were not taken.
2. Please clarify whether or not Valdese's three pump stations have audible and visual alarms mounted
in a conspicuous location. Although, these stations are equipped with telemetry, pump stations that
are permitted with audible and visual alarms are required to be kept in working order. If existing
alarms are not working or in an inconspicuous location please provide a compliance schedule for re-
activating or moving the alarms to a more conspicuous location.
3. According to the submitted application the following parameters were not found upon your
collection system map: line size, pipe material, approximate age, flow direction, number of active
service taps, pump station location, pump station identification, pump type, pump capacity and
location of all tributary collection system extensions. The permittee has 10 years to complete the
comprehensive map at 10% per year. Please submit a compliance schedule for adding the
aforementioned parameters to the Valdese Collection System comprehensive map.
4. Please clarify how long it takes for information concerning new wastewater collection system
extensions to be added into the Valdese mapping system.
5. Valdese's Collection System will be required under Condition 11.9. to have a SSO Response Plan.
This plan shall include at a minimum:
➢ Contact phone numbers for 24-hour response
➢ Response time
➢ Equipment list and spare parts inventory
➢ Access to cleaning equipment
➢ Access to construction crews, contractors and/or engineers
➢ Source(s) of emergency funds
➢ Site sanitation and clean up materials
➢ Post overflow/spill assessment
This plan should be posted at each pump station, as well as other pertinent locations. Please provide
a copy of Valdese's SSO Response Plan.

Application No. WQCS00032
Valdese Collection System
- ttac meet Page 3---
Operation and Maintenance of the Collection System (continued):
6. Please provide an example copy of Valdese's SSO Evaluation /Record Log. The log should contain
at a minimum:
➢ Date and time of evaluation
➢ Date and estimated time of spill
➢ Volume discharged and nature of complaint
➢ Location and duration of discharge
➢ Division contact
➢ Final destination of spill
➢ Corrective actions taken
➢ Environmental/human impacts
➢ How the spill was discovered
7. Please clarify whether or not Valdese keeps records for both reportable and non-reportable spills.
8. The submitted application form states that various operation and maintenance logs related to
Valdese's wastewater collection system are reviewed on a daily basis. Please explain how recurring
problems are identified and handled.
9. Item V. 3. on Page 5 of 6 of the application form indicates that a sanitary sewer evaluation and study
(SSES) was performed on the Valdese wastewater collection system. Please provide a schedule as to
when the all recommended repairs will be completed.
10. Please clarify whether or not the Valdese wastewater collection system has a written pump station
failure contingency plan outlining procedures to follow for pump or power failure at pump stations.
If so,please provide one. Note that the contingency plan should be available at each pump station
and other pertinent locations.
- 11. Please clarify whether or not permanent pumps are set to alternate to allow varied operation.
12. Please clarify how often alarms, telemetry and auxiliary equipment are tested.
13. Please clarify how often generators are tested under load:
14. Please clarify whether or not Roanoke Rapids employs a routine pump station inspection and
maintenance program. The plan should be documented and should include:
➢ Cleaning and removal of debris from pump station structure
➢ Cleaning and removal of debris from outside the pump station
➢ Cleaning and removal of debris from inside the wet well
➢ Inspection and exercise of all valves
➢ Normal pump maintenance suggested by the manufacturer
15. Please clarify how the Valdese collection system documents its right-of-way maintenance.
16. Please provide the location of all right-of-ways that are not easily accessed and the reason they are
inaccessible.

Application No. WQCS00032
Valdese Collection System
Attachment Page 4
Operation and Maintenance of the Collection System (continued):
17. Note that the system-wide collection system permit, when issued, will require that at least 10% of
the system be cleaned each year. According to Item V. 11. on Page 6 of 6 of the application form,
currently, the Valdese wastewater collection system is unable to meet this requirement. Please
provide a compliance schedule to reach the 10% level as soon as possible, but within the next five
years at most.
18. Please note that a general observation of the entire collection system needs to be conducted and
documented each year. The intent of this is to observe lines that are not normally viewed by the
public. Please clarify how the general observation of the collection system is documented.
19. Please note that all documentation/logs must be kept for a minimum of 3 years.
General Information:
1. The latest permit shell is attached for your review. There should not be much difference from any
previous versions you may have reviewed. After reading the permit shell, identify any additional
conditions not discussed above that may not be met the day of permit issuance and provide
compliance dates for meeting these specific conditions.
2. Once compliance dates are submitted, the Division will review them for approval. A draft permit
will be reviewed by the Non Discharge Permitting Unit, the Asheville Regional Office and the Town
of Valdese for final concurrence. The final permit will then be issued and renewed by the town
every five-years.
3. Based on your current permitted flow (multiple treatment facilities are combined) of 7.5 MGD, an
annual fee of$1090 will be charged.

i
FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE I
OF W K.
State of North Carolina
�O0 QG Department of Environment and Natural Resources
Division of Water Quality
oW "< FAST-TRACK APPLICATION
for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed Plans and specifications unless you respond NO to Item B02).
011. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources(NCDENR).
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a)of this application.
❑ IV. Operational Agreements—Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters—If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
® VI. Map—Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody(where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
®VII. Stream Classifications—Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C(see 15A NCAC 21-1 .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03(Fast-Track
Sewer Systems)" available from http://h2o.enr.state.ne.ustndpu or by contacting the appropriate regional
office.
=1

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
❑Vlll. Environmental Assessments—If this project is subject to an Environmental Assessment(EA) (15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non-Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications—Section D
The application must be Certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND$400
FEE,SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70 Cherokee, Clay, Graham, Haywood,
Swannanoa, North Carolina 28778 Henderson, Jackson, Macon,
[phone] Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Fax
(910)486- Richmond, Sampson, Scotland
70
Mooresville Regional Office
919 N Main Street Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln,
[phone]
(704)663- 040 Fax Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office Chatham, Durham, Edgecombe,
1628 Mail Service Center Franklin, Granville, Halifax, Johnston,
Raleigh, North Carolina 27699-1628 Lee, Nash, Northampton, Orange,
(919) 571-47 Person, Vance, Wake,Warren,
[phone] Fax Wilson
Washington Regional Office Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889 Greene, Hertford, Hyde, Jones,
[phone] Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office 127 Cardinal Drive Extension
Wilmington, North
h Carolina 28405 Brunswick, Carteret, Columbus,
[phone] Duplin, New Hanover, Onslow,[phone] Fax Pander
Winston-Salem Regional Office
585 Waughtown Street Alamance, Alleghany,Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford,
(336) 7714600 Rockingham, Randolph, Stokes,
(336) 7714631 Fax Surry, Watauga,Wilkes, Yadkin
For more information, visit our web site at,http://h2o.enr.state.naus/ndpu/

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI ((tto n Number:
be completed by DWQ) WQ0024021
1. Owner
1a. Town of Hildebran
Full Legal Name(company municipality, HOA, utility etc.)
Z lb. Albert Parkhurst Mayor
0 Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officials!)
Q 1c. The legal entity who will own this system is:
--- - _ El Corporation[I Other(�ecify):_
El Individual El Federal 0-MunicipalityState/County Private Partnership
11d. PO Box87 le. Hildebran
0 Street Address City
1f. NC 1g. 28637
Z State 4 Zip Code
0 lh. [phone] Ili. [phone] Ili. —
l— Telephone Facsimile E-mail
V 2. Project(Facility) Information:
2a. Curley's Fish Camp Rd Area Sewer Project Amendment 2b. Burke
CL
CL Brief Project Name(permit will refer to this name) County Where Project is Located
3. Contact Person:
- ---- —
Q 3a. Benjamin B.Thomas, consultin en ineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c.benj![e-mail]
Phone Number E-mail
1. Project is® New ❑ Modification(of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e.adding another
phase,changing line size/length,etc.). Only include the modified information in this permit application-do not
duplicate project information in B(7)and B(10-11)that has already been included in the original permit.
2. Owner is ® Public(skip to Item B(3)) ❑ Private(go to Item 2(a))
2a. If private,applicant will be: 2b. If sold,facilities owned by a(must choose one
❑ Retaining Ownership(i.e.store,church,single office, etc.)or ❑ Public Utility(Instruction III)
Z ❑ Leasing units(lots,townhomes,etc.-skip to Item B(3)) ❑ Homeowner Assoc./Developer(Instruction IV)
_0 ❑ Selling units(lots,townhomes,etc.-go to Item B(Zb))
H
Q 3. Town of Valdese for regions south of US Hwy 70;City of Hickory for regions north of US Hwy 70
Owner of wastewater Treatment Facility;WWTF)Treating Wastewater From This Project
O4a. Lake Rhodhiss(Valdese) and HenryFork(Hickory) 4b. NCO041696(Valdese); NCO040797(Hickory)
I.L. Name of WWTF WWTF Permit No.
Z 5a. Burke Co.and Longview 5b. 8"and 12" 5c. WQ0018518 Burke Count
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer(if known)
6. The origin of this wastewater is(check all that apply):
® Residential Subdivision ❑ Car Wash
GW., ❑Apartments/Condominiums ❑ Institution 100%DomesticlCommercial
® Mobile Home Park ❑Hospital
❑ School ❑ Church _% Industrial
❑ Restaurant ❑ Nursing Home _%Other(specify):
❑ Office ❑ Other(specify):
7. Volume of wastewater to be permitted in this project: 15 3 gallons per L o P1 � 9 P Q
8. If the permitted flow is zero, indicate why: Lslin
ElInterceptor Line-Flow will be permitted is subsequent permits that connect to th
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected I WATER QUALITY SECTION
^^ ­f[IIIE.REGIONAL OFFICE (�'N

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I)for Item B(7)or the design flow for line or pump station sizing if zero flow in the space below.Values other than
that in 15A NCAC 2H .0219(I)(1-2)must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non-Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
51 houses x 2.5 bedrooms/house x 120 gpd/bedroom =15,300 gpd
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary)
Size(inches) Length(feet) Gravity or Force Main
(use the pull down menu)
8 8,536 Gravity
W - - - - -- --- - - -
Z -
O �
U
ENTER TOTAL LINE LENGTH IN MILES 1.62
0 - �- -- - ---- - _.
Q1. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen-as shown on Design Flow Operational Point (1-dual line feed;2-permanent generator w/ATS;3-
0 plans for cross-reference)_ _(MGD)_ _ _G"TDH portable generator wttelemetry; 4-wet well storages_
LL
ZI
W
a 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m Mains(latest version),the Gravity Sewer Minimum Design Criteria(latest version)and 15A NCAC 2H.0200 as applicable?
®Yes ❑ 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
,13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings-General Permit or 401 Certification? ®Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑Yes ❑ No 10 N/A

FAST-TRACK APPLICATIQN for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled,"DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST-TRACK SEWER SYSTEMS)"to collect and record the stream classification data below(attach additional sheets as
necessary).This document is available from our web site or by contacting the appropriate Division of Water Quality
O regional office(see instructions for addresses)OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
(� ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
U Location ID on Map
Q Waterbody Stream Waterbody
(self chosen-as shown on Name of
map for cross-reference) Waterbody 1 County River Basin Index Classification
—� UT To BURKE CATAWBA r 11-52-(1) WSIV
U #3 DROWNINGCREEK 11
1
UT To gURKE CATAWBA 11-52-(1) WSIV
DROWNING CREEK _
NI G gURKE CATAWBA 11-52 (1) WSIV
UT TO - ..___ � -- -
Il� #6 BURKE CATAWBA 11-52(1) WSIV
DROWNING CREEK DROWNING CREEK
V ......_...-_-
Submit the 8.6"x 11"COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1,Albert Parkhurst, attest that this application for Curley Fish Camp Rd Area Sewer Project Amendment
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. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143.215.6B, 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 5,00 per o tion.
1 a. _
Signing Official Signature Date
N 2. Professional Engineer's Certification:
OI attest that this application for Curley's Fish Camp Rd Area Sewer Project Amendment
0 has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
Q knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
V Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast-Track
LL Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with
Division guidance. Although certain portions of this submittal package may have been developed by other professionals,
inclusion of these materials under my signature and seal signifies that l have reviewed this material and have judged it to
U J be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any
C) person who knowingly makes any false statement, representation, or certffication in any application shall be guilty of a
t7 Class 2 misdemeanor which may include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
°proerye
2a. Benjamin B.Thomas, PE CARO,•r'
Professional Engineer Name �.°����� .."s, ��/p A-1.
---.. ---- - - EESSIp
2b.West Consultants, PLLC ,��; ,m`S
Engineering Firm AL
�L@
2d. Mor anion - — _ 9S �• �f`
2c.405 S.Sterlin Street
Address
�2e. NC 2f. 28855 I 4� . a•
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2g. [phone] I2h. [phone] 2i. [e-mail]
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TOWN OF VALDESE
NORTH CAROLINA'S FRIENDLY TOWN
P.O. BOX 339
istoric Valdese VALDESE, NORTH CAROLINA 28690-0339
PHONE[phone]
OFFICE OF THE TOWN MANAGER FAX[phone]
May 14, 2004
Diane Eckard, Town Clerk
Town of Hildebran
PO Box 87
Hildebran,NC 28637
Dear Ms. Eckard:
This is to advise you that the Valdese Wastewater Treatment Plant has adequate capacity
to handle an additional 10,500 gallons per day of wastewater flow from the Town of
Hildebran.
Sincer 1
rtorse
!effrey V
Town Manager
JVM/fh

City of Hickory
PosHickory,
N 28603 398
Hickory,NC 28603-0396
Phone: [phone]
WheieBushess and PleasueGiowiogeiher Fax [phone]
[e-mail]
Public Utilities
May 17, 2004
TO WHOM IT MAY CONCERN
The City of Hickory does have adequate sewer capacity to serve the Town of Longview . The
average flow will be 4,800 GPD and will be going to our Henry Fork Plant,NPDES #
NC0040797. This wastewater is generated from the Town of Hildebran's CDBG Indian Hills
Project.
Should additional information be needed, please advise.
Sincerely,
qx�
Gene Haynes
Public Resource Director
1
ti
a
ex
GREATER
HICKORY
METRO

ti Burke County General Services
x
P.O. Box 1486 Morganton,N.C.28680-1486 •[phone] • Fax[phone]
�H CARw Dale A. Meyer,Director
May 20, 2004
Diane Eckard
Town of Hildebran
P.O. Box 87
Hildebran, N.C. 28637
Dear Diane,
Burke County will accept flows from the Town of Hildebran recent CDBG Sewer Project
Amendment.
Burke County will accept 4,800 gallons per day at the Indian Hills pump station and 10,500
gallons per day to Huffman Avenue pump station. This will total 15,300 gallons per day.
These flows are being generated from Curley's Fish Camp Road area and Bridges Avenue
area.
Please contact me if I may be of further assistance.
Thank you,
Dale A. Meyer
General Services Director
Burke County
Waste Management / Recycling& County Garage Telephone[phone] / Fax[phone]
Water& Sewer / Maintenance & Operations Telephone[phone] / Fax[phone]

Play-28-04 1? : 14P Town of Long View P_02
\,ONG
TOWN OF LONG VIEW
2404 FIRST AVENUE,SOU"rlI WEST 3
LONG VIEW,NORTH CAROLINA 2M6112 O z
(828).122-W21 r)
1907
May 28, 2004
Diane Eckard
Town of Hildebran
P.O. Box 87
Hildebran, NC 28637
Dear Diane,
Long View will accept flows from the Town of Hildebran recent CDBG Sewer Project.
Long View will accept an additional 4,800 gallons per day from the Indian Hills pump
station.
These flows are being generated from Curley's Fish Camp Road and Bridges Avenue,
Please contact me if I may be of further assistance.
Thank you,
J. David Epley
Town Administrator
Town of Long View

1430
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
JOB NUMBER/PHONE DATE
To Div. Of Water Quality(Asheville) 5/31/2004
NCDENR ATTENTION
2090 US Hwy 70 Non-Discharge Permitting Unit
Swannanoa NC 288787 RE:
HIldebran, NC - Curley's Fish Camp Rd Area
Sewer Project Amendment
WE ARE SENDING YOU X Attached Under separate cover via the following items.
Shop drawings Prints Plans Specifications Samples
Copy of letter Change order Other:
COPIES DATE NUMBER DESCRIPTION
2 Fast Track Application For Gravity Sewer Applicati
1 5/13/04 1040 Plan Review Fee ($400)
THESE ARE TRANSMITTED as checked below:
X For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPYTO SIGNED
If enclosures are not as noted,please notify us at once.
PRODUCT 13127M USE WITH)T1 ENVELOPE NEES To Reartler:1-800-225-6380 or WWWDebsxorn PRINTED IN U.S.A. A
A

IN Seurll nb ed dw t5ee buck /o dei its.tTj
TOWN OF HILDEBRAN 1040
CDBG PHASE 11 SEWER PROJECT ACCT
202 S CENTER ST
P.O.BOX 87 // fifi-I I2/537
HILDEBRAN,INC 28637 DATE �VO 15712
PAYTO THE
ORDER OF /t, t/oa Q�lL4tiM1� AOI�(�µ,C1L� �sywl[ 6/c10 OZ'LLARS
1HXaGl
BRANCH BANKING AND 7RUBT COMPANY
HILDEBRAN;NORTH CAROLINA
FOR D17Mo ft

I

FAST-TRACK APPLICATION REVIEW PROCEDURES
Project Name: /. efi Review Date:
Project Number: ' q_ J &i:. (�i1� „ A Reviewer: —
/t 7rw+ccLcn,cwl
All fast-track projects should be submitted on the application entitled "Fast-Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02103 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment(EA) are excluded from the Fast-Track review process, and should be submitted for
full review to the Central Office(NDPU) on FORM: PSFMGSA 10199. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
PRE-RREVIEW
a/ Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for$400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A-Application Information
44 If the applicant is private (Item B(2))and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
V/ Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non-Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spreypol.html#DELEG.
SECTION B-Permit Information
_L Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application"and not
"create new project") .
Applicant a public entity(e.g. county, town sanitary district)?
1
FAST-TRACK Application Review Procedures 2003

Applicant a private entity?
TT Own (i.e. lease) units, lots, parcels, etc?
Sell units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H.0205(d)(2)
♦ Required if the applicant is a public utility. In lieu of a Certificate of Public
Convenience and Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
allowed to provide utility service in the subject project area. Note that the
project name on the application and on the CPCN must match. Contact the
NCUC Public Staff if questions arise.
Operational Agreement? 2H.0205(d)(2)
♦ Operational Agreements are only required if the applicant is not a public
entity(i.e. Town, County, etc.)or public utility as designated by the North
Carolina Utilities Commission AND the lots being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill out the DEVELOPER
Operational Agreement(FORM: DEV 02/03). A developer may be
responsible for the system for an interim period until the homeowners
association is formed, at which time a Permit Name/Ownership Change
request (FORM: PNOCF 06/00)will be needed to transfer the permit to the
HOA
♦ If the applicant is a homeowners' association (HOA), they must fill out the
ASSOCIATION Operational Agreement(FORM: HOA 02/03 The HOA must
be registered with the Secretary of State's office and must provide a copy of
the Associations' Bylaws and Articles of Incorporation. These documents
should be reviewed to ensure that all applicable language regarding the
collection system is included as is required by the Operational Agreement.
♦ The Operational Agreement should be attached to the permit and
incorporated into the language of the permit. Please note that Operational
Agreement language should not be altered without approval from the
Attorney General's Office. Operational Agreements are available at
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
Flow acceptance letter(s)from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H.0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
_ Wastewater industrial or domestic in nature?
♦ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
2
FAST-TRACK Application Review Procedures 2003

Flow volume calculated correctly? 2H.0219(/)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three-bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one-bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve"future"wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater(15A NCAC 1 C .0100). Note that this criteria is currently
under revision. Environmental Assessment projects can NOT go Fast-Track!
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s)have a design
capacity greater than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA may be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
document(Le dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)?
Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains document(as applicable)? If NO,forward one copy of the supporting documents to
the Central Office for review, indicating the permit number, owner and project name. The Central
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Reaional Office reviewer to incorporate into the permit. A copy
of the variance letter provided by the central office should be kept with the application file.
SECTION C—Watershed Classification
Topographic map submitted?
Watershed classification required? If YES, you are advised to"spot-check"the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION D—Certifications
Signing Official's signature? 2H.0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H.0205(d)(1)(A)(i#)
3
FAST-TRACK Application Review Procedures 2003

♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
PE with active license in North Carolina? 2H.0205(d)(1)(A)(iii) or2H.0203(28)
♦ Ensure that ALL pertinent P.E.s have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org -the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast-Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc)should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit -
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies)to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the NDPU for our files
✓ Copy to Central Files (attach application package and any supporting documents)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate.
4
FAST-TRACK Application Review Procedures 2003

OF WAPF4 Michael F. Easley,Governor
p William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W.Klimek, P.E., Director
O -c Coleen H.Sullins, Deputy Director
Division of Water Quality
Asheville
June 24, 2004
The Honorable Albert Parkhurst
Mayor of Hildebran
Post Office Box 87
Hildebran, North Carolina 28637-0087
Subject: Permit No. W00024021
Town of Hildebran
Curley's Fish Camp Rd Amendment
Wastewater Collection System Extension
Burke County
Dear Mayor Parkhurst:
In accordance with the application received June 17, 2004, please find enclosed Permit No.
WQ0024021, dated June 24, 2004, to the Town of Hildebran for construction and operation of the
subject wastewater collection system extension. The permit shall be effective from the date of issuance
until rescinded and shall be subject to the conditions and limitations specified therein. This cover letter
shall be considered a part of this permit and is therefore incorporated by reference.
Please pay particular attention to Permit Condition 3 requiring that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual
system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina-licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§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.
Asheville Regional Office Internet http://h2o.enr.state.nc.us/
2090 US Highway 70,Swannanoa,NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper

e
TOWN OF HILDEBRAN JUNE 24, 2004 Page 2
— - Inaccordance with-e-provisions--of-Article 21--of-Chapter-143,Gil-Stetutes of North-Carolina as ---
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Hildebran for construction and operation of approximately 8536 linear feet of eight-inch gravity
sewer to serve 51 residences as part of the Curley's Fish Camp Road Area Project, and the discharge
of 15,300 gallons per day of collected domestic wastewater. Of the total 15,300-gallon total volume,
10,500 gallons per day shall be discharged into the Town of Valdese's Lake Rhodhiss Wastewater
Treatment Plant; the remaining 4800 gallons per day shall be discharged into the City of Hickory's
Henry Fork Wastewater Treatment Plant. The total flow from the Curley's Fish Camp Road Area
Amendment shall be conveyed to the above named treatment plants by the County of Burke and Town
of Long View's existing sewerage systems, pursuant to the application received June 17, 2004 and in
conformity with 15A NCAC 2H .0200; 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.
The sewage and wastewater collected by this system shall be treated in the Town of Valdese's
Wastewater Treatment Facility (Permit No. NC0041696) and the City of Hickory's Henry Fork
Wastewater Treatment Facility (Permit No. NC0040797) prior to being discharged into the receiving
streams. This permit shall become voidable unless the agreements among the Town of Hildebran and
the County of Burke and the Town of Long View and The Town of Valdese and the City of Hickory for
the collection and final treatment of wastewater are in full force and effect.
1 If any parts, requirements, or limitations contained in this 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 a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. James Reid at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
cc: Burke County Health Department
Asheville Regional Office, Water Quality Section (WWTF Permit No. NC0041696)
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC40797)
Benjie Thomas, West &Associates
Town of Valdese, Lake Rhodhiss Wastewater Treatment Plant
City of Hickory, Henry Fork Wastewater Treatment Plant
Water Quality Central Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
(W00024021 —Town of Hildebran—Curley's Fish Camp Road Sewer Amendment)
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality'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.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.

PERMIT NO W00024021 TOWN OF HILDEBRAN CURLEY'S FISH CAMP RD., BURKE CO JUNE 24 2004
4. This permit shall not be 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.
5. 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification one co of the "Construction Record
P 9 PY
Drawings, and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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.
9. 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.
10. 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 26 .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.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:
2

PERMIT NO. W00024021, TOWN OF HILDEBRAN. CURLEY'S FISH CAMP RD- BURKE CO DUNE 24. 2004
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 241h DAY OF JUNE, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024021
3

PERMIT NO W00024021 TOWN OF HILDEBRAN CURLEY'S FISH CAMP RD.. BURKE CO JUNE 24 2004
ENGINEERING CERTIFICATION - POST-CONSTRUCTION
- - - -- -
Town of Hildebran
Curley's Fish Camp Rd Amendment
Wastewater Collection System Extension
Burke County
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines)of the wastewater collection
system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's.Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑weekly, ❑full time)the construction of the above referenced
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 2H .0200; the Division of Water Quality'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
FORREST R.WESTALL
WATER QUALITY SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
...................................................................................
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 pdor to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

,l
�QF WATF Michahl Fa py, Governor
WilliamG Ross Jr, Secretary
y North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E., Director i
Y Division of Water Quality
Asheville
February 1, 2005
Mr. Jeffrey V. Morse, Town Manager
Town of Valdese
Post Office Box 339
Valdese, North Carolina 28690
Subject: Permit No. WQ0024802
-- — - —T-own-of-Valdese-- --- --- --
Cottian Way Subdivision
Wastewater Collection System Extension
Dear Mr. Morse: Burke County
In accordance with your application received January 21, 2005, we are forwarding herewith
Permit No. WQ0024802, dated February 1, 2005, to the Town of Valdese for construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated by
reference.
Please pay particular attention to Permit Condition 3 that requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual
system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina-licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§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.
NorthCarolina
Naturally
Asheville Regional Office Internet http://h2o.enr.state.nc.us/
2090 US Highway 70,Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper

Town of Valdese, Cottian Way Subdivision February 1, 2005 WQ0024802 Page 2
In.accordance_with-the_pr-ovisions-of-Article-Z1-of-Ghapter-143-General-Statutes-of-North Carolina as-----
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Valdese for the construction and operation of approximately 2211 linear feet of eight-inch
gravity sewer to serve 16 three-bedroom residences as part of the Cottian Way Subdivision, and the
discharge of 5760 gallons per dayof collected domestic wastewater into
o the Town of Valdese's existing
sewerage system, pursuant to the application received January 21, 2005 and in conformity with 15A
NCAC 2H .0200; 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.
The sewage and wastewater collected by this system shall be treated in the Town of Valdese's
Lake Rhodhiss Wastewater Treatment Facility (Permit No. NC0041696) prior to being discharged into
the receiving stream.
If any parts, requirements, or limitations contained in this 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 a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714.9 Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. James Reid at
[phone].
Sincerely,
Pfr Alan W. Klimek, P.E.
cc: Burke County Health Department
Asheville Regional Office, Surface Water Protection (WWTF Permit No. WWTP #)
Bengie Thomas, West & Associates
Water Quality Central Files
PERCS Files

P
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
(Town of Valdese-Cottian Way Subdivision-WQ0024802)
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
--T. This-permit-shall-become-voidable-unless-the-wETstewate-r collecTon facilities are eonsfructed-in--- -
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality'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.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
1

PERMIT NO W00024802 Town of Valdese. Cottian Way Subdivision Burke Co oty FEB 1 2005
4. This permit shall not be 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.
Y Y pp
5. 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.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's GravitySewer Design Criteria adopted ed February 12
9 P rY
1996.as-applicable;-the-Division's-Minimum--Design-Criteria for the-Fast Track-Permitting-of-Pum}r-----
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project h p p I as been copy completed. A co of the construction record
P
drawings, indicating the facilities constructed in the phase being certified shall
be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
11 8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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.
9. 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.
10. 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 2B .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
1
under 15A NCAC 26 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:
2

PERMIT NO W00024802 Town of Valdese ottian Way Subdivision Burke County FEB 1 2005
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition I(2), Part II of Form CS-SSO (or the most current
__----..—Division-approved_form}can-also-be-completed-to-show-that-the-SSC}was-beyond-control--- --
Permit issued this the FIRST DAY OF FEBRUARY, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
or Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024802
3

PERMIT NO W00024802 Town of Valdese Qottian Way Subdivision Burke County FEB 1 200E
ENGINEERI.NG_.CERTIF.ICAT-ION=P-OS-T-CONSTRUC-T-ION ----- - -
System Description: Permit No. WQ0024802
Town of Valdese
Cottian Way Subdivision
Wastewater Collection System Extension
Burke County
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines)of the wastewater collection
system extension
• 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
modifcations are-reauiredrtorartychanc iesultinp fri non=cornofi5 ce witK_this permit regulations or
minimum design criteria
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I. as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑weekly, ❑ full time)the construction of the above referenced
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 2H .0200; the Division of Water Quality'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.
y
North Carolina Professional Engineer's
seal, signature, and date:
.....................................................................................................
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
F ORREST R. WESTALL
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
.........................................................................................
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.

FAST-TRACK,APPLICAT[ON for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE I
OF WATF9 IJ State of North Carolina
�0 pG Department of Environment and Natural Resources
JAN 2 1 2005 Division of Water Quality
o Y FAST-TRACK APPLICATION
wnrEa EOu
RyU�v sfz� EWERS,PUMP STATIONS,AND FORCE MAINS
ASHEVII.LE F AAttYY�7kk
(Pressure sewers systems are motto be included as part offlds application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302)
oil. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources(NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparceis, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02103. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters— If the owner of the downstream sewers and/or W WfF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWfF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
®VI. Map—Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.),the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody- see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑VIL Stream Classifications—Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast-Track
Sewer Systems)" available from http://h2o.enr.state.nc.ustndpu or by contacting the appropriate regional
offir.P

FAST-TRACK APPLICATION fot GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
❑Vlll. Environmental Assessments—If this project is subject to an Environmental Assessment(EA) [I SA NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non-Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued.A copy is to be submitted with that permit application.
® IX. Certifications—Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND$400
FEE,SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70 Cherokee, Clay,Graham, Haywood,
Swannanoa, North Carolina 28778 Henderson, Jackson, Macon,
[phone] Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain,Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office 919 N Main Street
Mooresville, North Carolina 28115 Alexander,Gaston, I, Catawba,
[phone] Cleveland, Gaston, Iredell, Lincoln,
[phone] Fax Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office Chatham, Durham, Edgecombe,
1628 Mail Service Center Franklin, Granville, Halifax,Johnston,
Raleigh, North Carolina 27699-1628 Lee, Nash, Northampton, Orange,
[phone] Person, Vance,Wake,Warren,
[phone] Fax Wilson
Washington Regional Office Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mail Craven, Currituck, Dare,Gates,
Washington, North Carolina 27889 Greene, Hertford, Hyde,Jones,
[phone] Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt,Tyrrell,Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension Brunswick, Carteret, Columbus,
Wilmington, North Carolina 28405 Duplin, New Hanover,Onslow,
[phone] Pander
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street Alamance,Allegheny,Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford,
[phone] Rockingham, Randolph, Stokes,
[phone] Fax Suny,Watauga,Wilkes,Yadkin
For more information, visit our web site at:http://h2o.enr.state.nausindpu/

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! I Application Number: YY�Q0V®�4$02
to be completed b DWQ) YY i
I. Owner:
1a. TOWN OF VALDESE
Full Legal Name(company, municipality, HOA, utility, etc.)
Z 1b. JEFFREY V. MORSE TOWN MANAGER
0 Signing Official Name and Title(Please review 15A NCAC 2H.0206(b)for authorized signing officials!)
E 1c. The legal entity who will own this system is:
❑ Individual❑ Federal_® Munic!pali ❑ State/County❑ Private Partnership❑ Corporation❑ Other(specfy
l —.
1d. PO BOX339 Ile. VALDESE
0 Street Address City
LL — _ — ---
? 1f. NC tg. 28690
Z State Zip Code
0 1h. [phone] Ili. 828 879-2139 1j. 'morse ci.valdese.nc.us
QTelephone Facsimile E-mail
2. Project(Facility)Information:
d I2a. COTIIAN WAY SUBDIVISION Bb2 URKE
IL Brief Project Name(permit will refer to this name) County Where Project is Located
_
3. Contact Person:
Q 3a. BENJAMIN B. THOMAS, CONSULTING ENGINEER
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828 433-5661 t3c.benjiethomas bellsouth.net
Phone Number E-mail
i1. Project is® New ❑ Modification(of an existing permit) If Modification, Permit No.:
For modifications,attach a separate sheet clearly explaining the reason for the modification(i.e.adding another
phase,changing line sizellength,etc.). Only include the modified information in this permit application-do not
duplicate project information in B(7)and B(10-11)that has already been included in the original permit.
�2. Owner is ® Public(skip to Item B(3)) ❑ Private(go to Item 2(a))
2a. If private, applicant will be: 2b. If sold,facilities owned by a(must choose one)
❑ Retaining Ownership(i.e.store, church, single office, etc.)or ❑ Public Utility(Instruction 111)
Z ❑ Leasing units(lots,townhomes, etc.-skip to Item 8(3)) ❑ Homeowner Assoc./Developer(Instruction IV)
O ❑ Selling units(lots,townhomes, etc.-go to/tern 8(2b))
Q 3. TOWN OF VALDESE
Owner of Wastewater Treatment Facility(W WTF)Treating Wastewater From This Project
O4a. LAKE RHODHISS WASTEWATER TREATMENT PLANT 4b. NCO041696
LL Name of WWTF WWTF Permit No.
Z 5a. TOWN OF VALDESE 5b. 8" 5c.
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer(if known)
17
2 16. The origin of this wastewater is(check all that apply):
IX ® Residential Subdivision ElCar Wash
a ❑Apartments/Condominiums ❑ Institution 100%Domestic(Commercial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church _%Industrial
❑ Restaurant ❑ Nursing Home %Other(specify):
❑ Office ❑ Other(specify):
7. Volume of wastewater to be permitted in this project: 5,760 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line-Flow will be permitted is subsequent permits that connect to s JAN 2 1 2005
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I)for Item B(7)or the design flow for line or pump station sizing if zero flow in the space below.Values other than
that in 15A NCAC 2H.0219(1)(1-2)must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non-Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H.0219(I)(3).
16 DWELLING UNITS X 3 BEDROOMS/DWELLING UNIT X 120 GPD/BEDROOM=5,760 GPD
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary)
Size(inches) Length(feet) Gravity or Force Main
(use the pull down menu)
8 2211 Gravity
0 'I
W — - —
Z
U
Z ENTER TOTAL LINE LENGTH IN MILESI 0.42
Q11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
�L Location ID Power Reliability Option
(self chosen-as shown on I Design Flow Operational Point (1-dual line feed;2-permanent generator w/ATS;3-
Q Plans for cross-reference- — ) (MGD) GPM TDH portable generator w/telemetry;4-wet well stogie)
_
Z n/a
W
IL -.. ----- -
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m Mains(latest version),the Gravity Sewer Minimum Design Criteria(latest version)and 15A NCAC 2H.0200 as applicable?
0 Yes ❑ 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
13. Have the following permils/certifications been submitted for approval?
Wetland/Stream Crossings-General Permit or 401 Certification? ®Yes [] No ❑ N/A
Sedimentation and Erosion Control Plan? ®Yes ❑ No ❑ N/A
Stornwater? []Yes [] No ® N/A

FAST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02(03
(FAST-TRACK SEWER SYSTEMS)"to collect and record the stream classification data below(attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office(see instructions for addresses)OR indicate the following:
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody, AND,
(� ® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
P —
CO) Location ID on Ma I
option or any pump station near a ass own slope wa er ody.
U) �f chosen-as shown on Name of Waterbody Stream Waterbody
Q map for cross-reference/ Waterbody - County River Basin _ Index Classification
Submit the 8.5"x 11"COLOR topographic map as required In Instruction VI
regardless of whether a classification is providedl
1. Applicant's Certification:
1, JEFFREY V. MORSE, attest that this application for COTTIAN WAY SUBDIVISION
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. Note: In accordance with North Carolina
General Statutes 143-215 and 143-215.6B, any person who knowingly makes any false statement,representation, or
certification in any,appll on shall b uiky of a Class 2 misdemeanor which may include a fine not to exceed$10,000
as well as civil p _ ' 0 per violation.
t a. fI i
Signing a ure D to
2. Prof sio al Engineer's C ification:
O1, BENJAMIN THOMAS, attest that this application for COTTIAN WAY SUBDIVISION has been reviewed by me and is
accurate, Complete and consistent with the information in the engineering plans, calculations, and all other supporting
H documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
V 'I, 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
t,L Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
}:. portions of this submittal package may have been developed by other professionals,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.
W Note. in accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
0 statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
Q fine not to exceed$10,000 as well as civil penalties up to$25 000 per violation.
2a BENJAMIN B. THOMAS PE ;.°�`r��0{CARP
Professional Engineer Name Ae* p��.........��Aq�-s,
2b.WEST CONSULTANTS, PLLC sa
Ti a
Engineering Firm — — E A f
2c.405 S. STERLING STREET — g 7 r`
Address
2d. MORGANTON 2e. NC 2f. 28665
City State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile iE-mail Seal,Signature 8 Date

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FAST-TRACK APPLICATION REVIEW PROCEDURES
Project Name a a - n A �K1a_pn
Application received Date 14/ 5 Basic Review Date R'/ 05
Application Returned Date Application entered BIM's Date
Application to County Person Permit Issued Date
All fast-track projects should be submitted on the application entitled "Fast-Track Application for
Gravity Sewers, Pump Stations,and Force Mains" (FORM: FTA 02/03 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment(EA) are excluded from the Fast-Track review process, and should be submitted for
full review to the Central Office (NDPU)on FORM: PSFMGSA 10/99. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
PRE-REVIEW
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for$400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A—Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.ne.us/Corporations/to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If anew delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non-Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spraypol.html*DELEG.
SECTION B—Permit Information
1
FAST-TRACK Application Review Procedures 2003

Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application"and not
"create new project") .
Applicant a public entity(e.g. county, town, sanitary district)?
Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
Sell units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H.0205(d)(2)
♦ Required if the applicant is a public utility. In lieu of a Certificate of Public
Convenience and Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
allowed to provide utility service in the subject project area. Note that the
project name on the application and on the CPCN must match. Contact the
NCUC Public Staff if questions arise.
Operational Agreement? 2H.0205(d)(2)
♦ Operational Agreements are only required if the applicant is not a public
entity(i.e. Town, County, etc.) or public utility as designated by the North
Carolina Utilities Commission AND the lots being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill out the DEVELOPER
Operational Agreement(FORM: DEV 02/03). A developer may be
responsible for the system for an interim period until the homeowners
association is formed, at which time a Permit Name/Ownership Change
request(FORM: PNOCF 06/00) will be needed to transfer the permit to the
HOA.
♦ If the applicant is a homeowners' association (HOA), they must fill out the
ASSOCIATION Operational Agreement(FORM: HOA 02/03 The HOA must
be registered with the Secretary of State's office and must provide a copy of
the Associations' Bylaws and Articles of Incorporation. These documents
should be reviewed to ensure that all applicable language regarding the
collection system is included as is required by the Operational Agreement.
♦ The Operational Agreement should be attached to the permit and
incorporated into the language of the permit. Please note that Operational
Agreement language should not be altered without approval from the
Attorney General's Office. Operational Agreements are available at
hftp://h2o.enr.state.nc.us/ndpu/ndpuapps.htmi.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
Flow acceptance letter(s)from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H.0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
_ Wastewater industrial or domestic in nature?
♦ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
2
FAST-TRACK Application Review Procedures 2003

Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H.0219(l)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific(i.e,, 22 three-bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one-bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve"future"wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater(15A NCAC 1 C .0100). Note that this criteria is currently
under revision. Environmental Assessment projects can NOT go Fast-Track!
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a design
capacity greater than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA may be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
document(i.e dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)?
Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains document(as applicable)? If NO, forward one copy of the supporting documents to
the Central Office for review, indicating the permit number, owner and project name. The Central
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Regional Office reviewer to incorporate into the permit. A copy
of the variance letter provided by the central office should be kept with the application file.
SECTION C—Watershed Classification
Topographic map submitted?
Watershed classification required? If YES, you are advised to"spot-check"the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION D—Certifications
Signing Official's signature? 2H.0206(b)
3
FAST-TRACK Application Review Procedures 2003

♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H.0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
PE with active license in North Carolina? 2H.0205(d)(1)(A)(iii) or2H.0203(28)
♦ Ensure that ALL pertinent P.E.s have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org -the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast-Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
4
FAST-TRACK Application Review Procedures 2003

✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies)to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the NDPU for our files
✓ Copy to Central Files (attach application package and any supporting documents)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate.
5
FAST-TRACK Application Review Procedures 2003

WEST CONSULTANTS, PLLC D����p
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
JOB NUMBERIPHONE DATE
TO Div. Of Water Quality(Asheville) 1/17/2005
NC.•DFNR ATTENTION
2090 US Hwy 70
Swannanoa NC 288787 RE:
Cottian Way S/D-Valdese,NC(Burke County)
Dan Metcalf
WE ARE SENDING YOU X Attached Under separate cover via the following items.
Shop drawings Prints Plans Specifications Samples
Copy of letter Change order Other:
COPIES DATE NUMBER - DESCRIPTION
2 Fast Track Application For Gravity Sewer Application
1 01/05/05 1236 Pernut Application Fee($400)
THESE ARE TRANSMITTED as checked below:
X For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS DIE
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WATER QUALITY SECTION
ASHFV _E REGIONAI-OFFICE
COPY TO SIGNED
If enclosures are not as noted,please notify us at once. -
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder.1-800-225-6380 or W ,V.neb5.com PRINTED IN U.S.A. A
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