WQ0009056_Regional Office Historical File Pre 2018 (3)

PAT MCCRORY
.... i.iuverm4,-
DONAL . VAN DER VAART
S. JAY ZIMMERMANN
Water Resources
VOW,fiN"N" A. 0(.1A6,l"I"Y
August 11, 2016
Andy Lucas, County Manager
County of Stanly
1000 North First Street
Albemarle, NC 28001
Subject: Permit No. WQ0009056 Modification
County of Stanly
Airport Road Corridor Sewer Improvements
Wastewater Collection System Extension Permit
Stanly County
Dear Mr. Lucas:
In accordance with your application received August 5, 2016, we are forwarding herewith Permit No..
WQ0009056 Modification dated August 11, 2016 to the County of Stanly (Permittee) for the construction
and operation upon certification of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded, and shall void Permit No. WQ0009056 issued April
25, 1997and 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 therein by reference.
The Modification to this permit at this time is the upgrade of 13,385 linear feet of 6-inch force main. This
permit has been issued as a ",no new flow" permit because no new source of wastewater has been added.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1; This peilttit shall not be automatically transferable; a request must be made and approved.
Condition 1L4: 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 Perrittee.
It shall be the responsibility of the Permittee 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 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.
State of North Carolina I Environmental
Mooresville Regional Office 1610 East
sty I Water Resources I Water Quality Regional uraticn
et Avenue, Suite 301 I Mooresville, North Caeohna 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc:
Stephen Chambers, RE. (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
County of Stanly
Stanly County
for the construction and operation of approximately 13,385 linear feet of 6-inch force main and duplex
315 GPM pumps (equipped with -high water alarms, portable generator and telemetry monitoring system).
Aswell as the continued operation of approximately 5,905 linear feet of 8-inch gravity sewer,
approximately 6,498 linear feet of 15-inch gravity sewer, a pump station ( Pump station SR1549 No. 2)
with existing duplex 80 GPM pumps and a single 150 GPM pump (equipped with high water alarms,
portable generator and telemetry monitoring system), and approximately 4,624 linear feet of 4-inch force
main, to serve future development of Staley County Airport Road Corridor Sewer Improvements, and the
discharge of 43,875 GPD "(no new flow) of collected domestic wastewater into the StanIy County's
existing sewerage system, pursuant to the application received March 27, 1997, and additional
information received on August 5, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design•Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; .and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
Permit was Modified on April 25, 1997, to include an additional 105 linear feet of 8-inch gravity sewer.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Bas i ger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0009056 Modification
Permit Issued: August 11, 2016
Page 3of8

SUPPLEMENT TO PERMIT COVER SHEET
County of Stanly is hereby authorized to:
Construct, and thenoperate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the City of Albemarle's Long Creek
WWTP Regional Wastewater Treatment Facility in accordance with Permit Number NC0024244.
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.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 43,875 GPD (no new flow), shall be made
tributary to the subject sewer system until an application for permit modification for an increase in
flow has been submitted to and approved by the Division. [1SA NCAC 02T.0304 (b)]
2) Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a
pump station identifying name/number, 24-Hour Emergency telephone number, and narne of the
owner/operator of the sewer system/pump station and instructions to call the number in the event of
alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC
02T .0305(hX2)]
3) The abandonment of any existing wastewater facilities including septic systems being replaced
by new sewer infrastructure shall be done in accordance with the applicable agency having
compliance oversight on such facilities. [15A NCAC 02T.0105(c)(6)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permitee, 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. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division'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 I, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
Page 4 of 8

I
3. This permit shall be effective only with respect to the nature and volume_ of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
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: [15A NCAC 02T .0108(b)]:
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
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 § 143-215.1 C.
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.
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.
Page 5 of 8

. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or 1.1111(110Wri 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 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
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. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

I
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum -Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable 'and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through § 143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. -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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: COUNTY OF STANLY
PERMIT #: WQ00039056 MODIFICATION
PROJECT: AIRPORT ROAD CORRIDOR SEWER IMPROVEMENTS
ISSUE DATE: AUGUST 11, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection 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 Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe (El periodically, El weekly, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Truk Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
{:} Final El Partial (include description
Certification Comments/Qualifiers (attach if nec
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Central Files: APS — SWP _
8/10/2016
Permit Number WQ0009056
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
bill.moore
Coastal SWRu!e
Permitted Flow
Facility
Status
Active
Version
1.00
Project Type
Major modification
Permit Classification
Individual
Permit Contact Affiliation
John E. Whitehurst
201 S Second St
Albemarle
NC 28001
Facility Name
Stanly Co -Airport W&S Imp
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Stanly
Owner Name
Stanly County
DateslEvents
Owner Type
Government - County
Owner Affiliation
Andy Lucas
1000N1st StSte 12
Albemarle
NC 28001
Orig Issue
4/25/1994
App Received
3/27/1997
Regulated Activities
Draft Initiated
Scheduled
Issuance
Domestic, other
Wastewater collection
Outfall
Public Notice Issue •
4/25/1997
Requested !Received Events
Effective
4/25/1997
Expiration
RO staff report received
RO staff report requested
Additional information requested
Additional information received
4/7/97
3/27/97
4/10/97
4/24/97
Watorbody Name
Streamindex Number Current Class Subbasin

»EPARTM
NORTH CAROLINA
ENVI;RONM:E$TM, MANAGEMENT COI
NT OP ENVIRONMENT, HEALTH A►NI) N.A►"Ii"'URAL RESOURCES
RALEIGH
C"'°f '.IN PERMIT
ing 4 from PS 1 to gravity to be
Pitt,aand replaced with ncjw er
construction and operatin of ap
peration of app;roxir nately 5,799
nch gravity sewer, a pump station
nd a new , rt . _..:..P
itiSION
rt.icle 21 of Chapter 143, General Statutess i '
end tales applicable Laws, Rules, and Regulation:
a
wastewater into
March 27,.. 1997,
subsequently filed
considered a part of
y of A
in c
d ap
his pe rnit.
SIGN IS HEREBY GRANTED TO
County of Sta:nly
Stanly County
FOR THE
replaces ail
Duplex 315 GPM pun
etc, to be replac;
105 linear feet of 8 inch gravity sewer, and tlae con tied
g inch gravity sewer, appr xirnateJy 6,498 linear feet of E
i+ n SR1549 No...1) with existing duplex 40 GPM pumps
bins ever 4tor, telernetrY rrmcanito;
t No.
sting sewera
ity w Gh the project p
y the Department of En
This permit shall be,effective from the date of
foliowing specified conditions and limitations:
1 . This permit shall become voidable unless the facilities are constructed
conditions of this permit, the approved plans and specifications,„ and other
2 This permit is effective only with respect to the 'nature and Volume of wastes
application and other supporting data.
The facilities roust be properly maintained 11114 operated at all tisanes.
4
cted dornest
to the appiic
and( 1.».1
a and j 4z"*
E3 i /2C16 4ais344I M5
ssuance until rescinded
ceived
At C, rnCE

129 Non
ch
engineering, pa
Ftrt St
NC 2
6427
00171
North Carolina DEO, Mooreswille Regional Office R 4/2016
Division of Water Resources
Mr, Barry Love
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Fast Track Sewer System Expansion Permit
County of Star ly — Airport Road Corridor Sewer Ir provement
NC DEQ Prog, No, CS08-03
Dear Mr. Love,
On behalf of The County of Stanlyr l am submitting herein an application package for a Non -Discharge (FTA 04 1
permit in association with the above referenced project. The requested permit action is for the upgrade and
reptacernertt of various system components and does not generate any new wastewater flows, Proposed work
includes the upgrades to one sanitary duplex, non -clog pump station and the installation of a hew 6-IN sanitary
force main;
This is a funded NCDEQ under project number CS 708 -CS. Plans and Specifications have been approved with
an approval letter forthcoming, pending issuance of the subject Fast Track permit request herern.
On behalf of the County of Staniy I would lake to extend iy appreciation for your tune and efforts in this
Stephen G, Chamber sg PE
President
Attach FTA Ei -
uSS"Cut Sheet
Permit Fee
Cc Donna Davis, Stanly County
Rill gland, NC DEr
atter

r of Water Recourses
State of rth. Carolina
Department of Environmental Quality
Division of Water Resources
I5A NC'ar1C 92T .11300 — FAST "L"RACK SEWER SYSTEM EXTENSION APPLICATION
FTA C14-1.6 & SUPPORTING DOCUMENTATION
Lion
¢° »orolrcWi h ` t)WR'p
ill items most he compkt or t1►a�applicatom ' ill he ret
I.. AI P1 WANT INFORMATION:
I. Applicant's name, Countrx_cof Sunl,
Applicant type. lndi4 idual.
E Federal
5i:irtatoe authority's n.
Title: CountyManager
4. Applicant's mailing address: 1000 North first Street
City: A.lbernar e State: NC: Zip: 2 +001-_
Applicant's contact information:
Phone number: (704) 986-360u I ma.iJ ,x cldre5s. a1
PROJECT INFORMATION:
;t name: r'lirpoft Road C:ronid
Appl eai
If a mod
tpartr'i°, t
Corpor
State/Co.nt
Arrc..uue t per E
raoreer sr rrus:
icon„ prcovide the ex
uction hui part of a
3. County where preojeci
4, Approximate Coordi'
erne
[] Proposed (New Pennitl
utoieiperJity, UOA, utilit}.etc,)
General Partner trip
Municipal
trty ri :. grw
fisting .Perini
rtttit number: W'Q0009056 and issued date
dart, provide. Ole existing permit number: WQCIC)_
imal Degrees):
5. Parcel 11) (if applcablc):
(or Parcel IL) to closest downstream Sewer)
CONSULI"ANT INFORM'11 TION:.
1. Professional Engineer: Stephen C:i Citarrthers
Firn1; Chambers I ngitieenng, !'A
Mailing adores;: l29'North Frrrt Street.
City: AIhe>Krrarle State: NC:", Zip; 2800l -
Phrne number: (104)9,.6427 Email. Address: sehr41rthcz .i`izceri,_e
nude: 35 42' 1-.csn itew.rle: ? (l. I4'
4
Anse. `umber: ,1793
I'I WATE.R TREATMENT FACILITY (WWTF") INFORMATION:
Name I;ot Creel W VvTP Permit Number
Owner Name: t"ityt;rf°Albemarle
V,. RECE Y NG DO i 'NSTREtM SEWER NFORMATION (it different than 1,1'W [ ):
I: Permit Nunohcr(s): WQ
System Wide Collection Syst:t
Owner Name(.);
Downstream (1tec:cis'ing) Sewer Sire,
tnoher(s) (if applicahle): WQCS_ _

GENE A:E. REQUIREMENTS
If the Appl
if the Applicant. is
If the Applicant is a),(atae.
is a Privately -Owned Public Utility„ hides as
0 Yes
o be sold, has a P.
0 Yes
1 that apply).
Residential Owwned.
.Residential Leased
School / preschool / day care
[] Food and drink facilities
El Businesses ' offices factories
Nature of
Sunirua
a
blis'
Se
dw
redaac.tirtat beery $ap
provide ar copy of
nt. Type (see 02T,)
[1 Retail (,taxt
L Retail with
[ Medical dental to
LJ Church
[1 Nursing Home
stic`(
l:nd.u,u-ial
tv'ed under
ow retine..tio
id by project:
a u
proposed atnknowvra neon-residentiaa
areas; and residential prope
as defined in, (.i.:'?. 42.\ Eli.
iticate of Public Convenience and Necessity been attached?
eta iiNIA
A
Cidrnnaercial
6 ( )l)
Pretreatment Program in c
1 L.,t dt;.m
oval le
truth or east
ter
gall
Ow 9,14
been attached?
Car
El 'Rote!
7 Swimming Pool ('lttbhotase
Swimming Poolt"F titer Backwash
Other (Explain in Attachment)
(Albemarle Correctional Inst'ittion
&NCANG)
Tolai
ew>asteww°ate r de' gn F eau t'a
ent a>es; public rcees, facilities
e Atlantic Intracoastal Waterway to
Per 15A NC.'AC 02T .01 1�l(c)t de,si n f)e:,wv ratite. faar cstal
be determined using available flow data, water using fax
generated by pruee°t: -i➢ (iP.1) (per
Do not itacttt
lftocrmitted flow
p
d :allocation,
j_ ] Patnap atation or Gra Seww°er wwltete. ticaww° ww°IBI Ede pert
17 How has aalrckady been allocate( in Pennit Number:.__._
Reh<thilitaatitan ur repla.cernent ofexistinf sewwer tia°itlt tae
E Other (1- xplain):
t identified [it! table
tar operatiiion
bseg
w extvued
rmit, that c;o
GPD
GTP!)
GPD
GPD i
GPD
(WD
GPD
ed near high public use
used as vacation rentals
wit t d? l t1t w3� shall
and ther tneaaured data.
FORM: 1 TA Cis-° 16
Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02f .0305 & MDCA,Gravit SewerLsji
1, Summarize gravity sewer to be permitted:
Length (feet) Material
? Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
" Section 111 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) 011 „03,05 & MDC (Pump Stationslforce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN Tins PROJECT
1. Plump station number or name: Airport PS I
2, Approximate Coordinates (Decimal Degrees): Latitude. „ Longitude: -
3, Design flow of the pump station: 9,3 5 millions gallons per day (firm capacity)
4. Operational point(s) of the pump() 3 .1.8 gallons per minute at 195 feet total dynamic head (FIND
5, Summarize the force main to he permitted (for this Pump Station):
Size (inche) Length (feet) Material
6 13,000 C900 DR18 PVC
6 385 CL50 DIP
6, Powitr reliability in accordance with 5A NCAC ,0305(1:01,1):
E] Standbypower source or pump with automatic activation and telemetry - 1.5A. NCAC 02T .0305(11),(1)(13);,
.Required for all pump station with an average daily flow greater than or equal to 15,000 gallons per day
Must be .permanent to facility:
Or if the punip station has an average daily flow less than 15,000 gallons per day,
Ej Portable power sourcewith manual activation, quick-COMICC tion receptacle and tc1emetr A NCAc ozT
.0305(h)0 yo
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .030501)(0(C).
It shall be demonstrated to the Division that the 'portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
if the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations"
storage capacities and the rotation schedule of the portable power source or pump, including travel timthames„ shall be
provided in the ease of a multiple station power outage,
FORM: -ETA 04-16 Page 3 of 5

IY. SETBACKS & SEPARA'I' OHS -- (O2 3.O24}() I A NCAC 02T .0305()):
Does the project comply with all separations found
Storer
Water
ti INC' AC. 021.0305(0 con
ev t is and arthcr ut
nains (t e.rtic:al wat
Heins (horiarontal)
Reclaimed wine
**Any private or pub
Class II imRoundcd rescry
minirnuin se3rarattic
Setback Parameter*
tcd below (vertical)
udi
that shall he ro
a,hed tr
hes
ding any wells, WS-I waters of Class i or
of dt ankita w•ater
**Waters classified WS (except °"S-I or WS-'✓), B, SA, OR\\ . 14QW°°.
gh tic otter (or tide elevation) and wetlands (see item IX,_
ake. impoundment„ or ?r°otand water loweri
dati
e of et ihankancnt or cuts of 2 feet i
ainage systems and interceptor drains
Any swi.nr zing_pools
Final earth grade (vea ical
an
y If noncompliance wit
Does the p
See the Division's drat) ,separation rcgtaircaaren
No variance i.s requia'ed if'the alternative design e
As built documents should reference the location cr'fa
tical he'
ativvs r here separatio
ed using the Division',
see Section X. ol'this
would in -
Does the project comply wit)
Wetland -related permits
Inforrnauon swan hr obtai
)cro projecl comply rvith 1 5,x
Per
been applied to
sedimentation contra
paralt°et t
red in the ri
ins per
rr S13 -from norms
rd trace drainage
(50 t'ec't of separation)
separation cannot he erect
zed "on design and construction
basin Hales per
Yes
Rcgrai
24 inches
1 t inches
n individual 404 Pennit or any 401 Certit c<aticrns"'
all be requested, obtained, and adhered to ftrr projccts
d from the •ittl lltti)°t 1�¢°ak ieti, ltr°csatc:lr
dditic
rnr i tsl'
c,tly related erivira'amental per'rnits
'been obtained, Issuance of this perm is contingent on
plans„ storrnwater management plans, etc.),
u.de a
high -priority sew
hanks that is sulria
If yes, include an attachment w,.
tl
paact
Yes
elands or surf
t acre deemed "high -priority
s "arty aerial sewer, sewer contacting surface
siartr that und.et-mine,s or deteriorates the sewer,
inc lu
:vial line, size,. material, atnd lacaatio
High priority 'Vires shol.I be inspected by the pernrittee or its representative at .least once ewer six -months and
inspections documented pet- 1.5A NCA(...: 132'i".0403(a)(5) or the permitee's individual System -Wide Collection permit.
I R. LaI1A04-lCi
Page 4 of 5

X. CNERT[11 i "A"T1ON :
Criteria
:Minim p
.Pertnioting trl` l'tanip Stations and
portions cit"lltt stltrrratttrl package, it
material a and ha' 'judged it to he .Onsi
NOTE --
statement„ r'preset
ira lttele to iirae not to exceed ,' 10,0
Ap
North Carotin aa Profess
If No, coinllet aaaaal
for review. Apprrav
docurnents.
frod'cs:io
he \`atiimeef lterisatl °t 1
r'Attest is required p
Stephen Cm Chambers„ PE
ed.by t
9r 1
€g ale.t.alwttiaaras, aataal atll other :Stippaotlin, d icaartaentaati
owl cl€ e lte. pr+;opcaseal aiesigra taaas been prepared
pared it
latest
la a 41t°ar it t ztz#r f y st versa
va t t.h
with the propos
las
Andy Lucas
(Signature Authority's name
has been revieved by me a.
this appliLat➢o
application pack sg
discharge system to SA.
°diet°, andfnr
male as
;tsad t
der in
gn.
14 z.-? 15*( A:\ ;tact 143-215,
applicant saa package ;hall be guilt?
enalIties ttp taa S iititD per vitalaati
11 D(.. 10-1.2'4) and supporting cicvcaatt ea
t Track Application and upporti
signature, and dater
plctcrB arad fleet ifall cotltaireet stalope tint
:t te+ heira rctttrned as izacc trrpletc. l tiara,
vatet°s ear flea tend will ze„stiit irr m iztta c.�
taita.a'al proses°utatan. 1 will ztiro . to{;b a' -la
iv l,atcel. 1 aalsaa taizderstand that if` aal'1 re.ca
NOTE In accordance witlt ..ot.nea°aa,
statement, repr-sen'tation.„ or cc
€tti laade a tine not to exceed S10,000 as well as
SOrr '
the plan , spec
)ties
misdemeanor,ti
my knowledge, 1 t.utderma nd that if all requlred
this
Eris a
kage shall he guilty c
up to S25.000 lace v^icalati
oplicitie
plicatian pus'
nl`ur
thi
Resources should a,
makes any false
nor. which may
FORM; F'1 A 04. l!i

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr,, P,E., Director
April 25, 1997
Mr. John Whitehurst, County Manager
County of Stanly
201 South Second Street
Albemarle, North Carolina 281
Dear Mr. Whi.tehurst:
Subject: Permit No. WQ0009O56
County of Stanly
Stanly County Airport and
Correctional Facility
Sewer Extension
Stanly County
In accordance with your application received March 27, 1997, we are forwarding herewith Perndt
No. WQ0009056, dated April 25, 1997, to the County of Stanly for the construction and operation of the
subject wastewater collection extension.
modification to this Detrnit at this tune is the addition
-of
sitittonl. This upgrade to the existing Stanly County Airport collection system is to serve the Stanly
County Correctional Facility. This permit has been issued as a "no new flow" permit because the
wastewater estimate was allocated in the gravity sewer extension permit for the correctional facility in
Permit No. WQ001.3633, issued March 25, 1997.
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 thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. if you need additional
information concerning this matter, please contact Rick Moore at [phone] extension 527.
Sincerely,
A. Preston Howard,
Stanly County Health Department
Mooresville Regional Office, Water Quality Section
J.N. Pease Associates, Mr. Max Steinek, Jr., P.E.
P.©, Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGII
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
County of Stanly
Stanty rty
FOR THE
operation of approximately 105 linear feet ©f 8 inch gravity sewer, and the continued
operation of approximately 5,799 linear feet of 8 inch gravity sewer, approximately 6,498 linear feet of 15
inch gravity sewer, a pump station (Pump Station SR1549 No.1) with existing duplex 60 GPM purnps
and a new single 150 GPM pump, high water alarms, portable generator, telemetrymonitoring system,
approximately 4,640 linear feet of 4 inch force main, a pump station (Pump Station. SRI549 No.2) with
existing duplex 80 GPM pumps and a new single 150 GPM pump, high water alarms, portable generator,
telemetry monitoring system and approximately 4,624 linear feet df 4 inch force main to serve the Stanly
County Airport and Stanly County Correctional Facility and the discharge of 43,875 GPI.) (no new flow -
correctional center flow allocated in Permit No. WQ0O13633) of collected domestic and commercial
wastewater into the City of Albemarle's existing sewerage system, pursuant to the application received/
March 27, 1997, and in conformity with the project plan, specifications, and other supporting,t r
subsequently filed and approved by the Department of Environment, Health and Natuxa1 llexotrrCes and
considered a part of this permit. m
rha-1# be eff ttve front 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 facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Albemarle's
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 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.

CONNECT TO
EXIST. GRAVITY
SYSTEM
0
DATE: AUGUST 201
DWG. NO: USGS CUT SHEET
APPROVED BY: SGG
AN ,Y COUNTY
Y
AIRPORT
SUsnty CoLwtaty
Airport
ROX. FEI ICE
iN ALIGNMENT
Chambers Engineering, P/
'29 ti'erinCufiai-Si.» A9xnmis ,NC 2e1Qfl 794 994$427
NCRELS Farr Licence Ne. C•tetia
SGS Topographic Map
P TATION 7
@Cafor
Lake