WQ0014107_Regional Office Historical File Pre 2018

Mate 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
Mr. Jim Kourafas
A.G. Spanos Development, Inc.
1950 Spectrum Circle, Suite B-290
Marietta, Georgia 30067
Dear Mr. Kourafas:
July 16, 1997
1=1
Subject: Permit No. WQ0014107
A.G. Spanos Development, Inc.
Parkside at South Tryon
Wastewater Collection System
Mecklenburg County
In accordance with your application received July 9, 1997, attached is Permit No. WQ0014107,
dated July 16, 1997, to the A.G. Spanos Development, Inc. for the construction and operation of the
subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached 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 for the
construction and operation of approximately 2,541 linear feet of 8 inch gravity sewer, and approximately
1,402 linear feet of 6 inch gravity sewer to serve 86-one bedroom apartments, 178-two bedroom
apartments, and 36-three bedroom apartments, a pool/bathhouse for 300 people, and a office building with
10 employees on Parkside at South Tryon and the discharge of 79,920 GPD of collected domestic
wastewater into the Charlotte -Mecklenburg Utilities Department's existing sewerage system, pursuant to
the application received July 9, 1997, and in conformity with the North Carolina Gravity Sewer Design.
Criteria.
The sewage and wastewater collected by this system shall be treated in the Charlotte -Mecklenburg
Utilities Department's McAIpine Creek Wastewater Treatment Facility (NPDES Permit No. NC0024970)
prior to being discharged into the receiving stream.
This permit shall become voidable unless the agreement between the Charlotte -Mecklenburg
Utilities Department and the A.G. Spanos Development, Inc. for the collection and final treatment of
wastewater is in full force and effect.
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 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

1:11€ S Li ariCe Of this per does not preclude the .Permittee from complying with'any and al
statutes, rules, regulations, or Ordinances which ma.y be imposed by other government agencies (local,
state, and Ici‘dera.I which have jurisdiction
If you need acklitional information concerning this matter, please contact Ms. Thelma Williams at
(919) 733-.5083 extension 524.
Sincerely-
-eston Howard, Jr., P.E,
Mecklenburg County 'Icahn Department
Nlooresville Regional Off ice, Water Quality Section
Doulgcrakis Consulting Engineers., Inc,

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS 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 the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
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. 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.
5. Construction of the gravity sewers 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 this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, and other supporting
materials. Mail the Certification and one (1) copy of the "Record Drawings" to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the North
Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action by the
Division of Water Quality, in accordance with North Carolina General Statute 143-215.6(a) to 143--
215.6(c).
9. 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.
1

10. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b . Any failure of a 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) 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.
Permit issued this the 16th day of July, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014107
2

Permit No. WQ0014107
July 16, 1997
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
project, for the
Project Name Location
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, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature Registration No.
Date
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system 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.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

Uep
State of North eat-Jititist
vent of Environment, Health_and Natural Res
Division of Environ
mental Management or e,
NON -DISCHARGE pERmrr AppLi(„:AT 1 N
GRAVITY SEWER (..,::oLLE(TioN SYSTEMS
p6oLoc,opitd fur use ai ?limp St;i364-15, aidS.T PitSS
sylterns)are no IC be included as pan ofV eipplicatioa '
ges made to the content of this form shall not be killov,ved and
application being returned.
;Application will not be accepted by DEM unless an of the ipicbI
, items
with the submittal.
ITE648 CHECKLIST:
Lt- you ,tlave rt:ad thr, $0aow .I xptkuUon rtuiti.tpmvenL‘' ryv ycur [nr
h itrni
,J.r4uvai 4.fia LIc.ornpicted and p:i rd 1ppbci0JOE 1
:4;;vzopriaiLiz ;;:erriiit pros','easing fee, ac:.-../oritance with LSA '(AC fcc tot'
et extensions Is S4:00„ 'The fee for sewer extensions by parriall)' Aclegstes! Tortictpz.f;cc,s t".
pJCS otilY to tiloSet''Soteernmentra jurisdictions thial have specific de;egation
ihanied by the Division Environmental lketanagetnen0
(:,A,'IicriittialLicity of thc: wastzwaLer treitintent L'oLe4.;:or ',;y.sLtui that bc;
r,.pting Inc .wasiey,,,al,,er flow from this pruject di.r(erentfrom the proJc(1., th-o, ku.u,r
provIdC,C fiOrl Lttt OwlicrIALILItotity of ihe WWTFandittr coax:Lion
r.f';owiUrxe accepted, The leer) stKicid be reee' : • 4kiJ
1-1-4t pro; Dtht sitint ranic drat identified on the application and the t.tiansispecific400ns/
apphc.itosnr. l>eing submitted in, the mine of a privately owned. public 'writ..ten
,,,izc.uirietiort..ion must be sobrniae4 from theUjj Cornrni&stion which demonstrates that the
Ls authorizod ,hold the franchise for the arch to be. sersta!, in the case of con4v.)us
▪ aret
'writit:rsrnuui mut,z, be provided from litte Utilities Cm mir)n ttre,
zovered undler an existing franclise,„
t,kteri.nJ ndr.s,o coptefM properly exixtute4Or.uorul Agr,x.inetit tritist submit,ze4 it Ow
er extension wid tie serving single rainily residences„ cOodotniin urns, or tot,s,ti nooses ,..fk,ND if the
sewer exvrision ownekl by the tridividital reskient_;„ thornecr.4.-,-lerS
ect
tLA.)(co titit 07
v ;-orripierz' D'elv1,) .
4:ccify wruther proje fle molfication..
:f this appliz.ation is being cabmiue4 il result of a modificaficat to an .existhIg pv_rtr
perrnit number and perrrin issist date
whcLher the applicant is: IC
"19
"'1""111•1'icr rs,,loctL locatte.j
A;Ill'icarit's Name ()least spe-r...'ity Lhe name of the monk. 1ry corporatjori,
G s Deve opittejilL,
(SPA 02/96 Page 1 of 4
1,40C, <:;e.)pir.: of hi kk-unlcm: were prinutA at u cosi of ,S117,32„ o: Fs.,t,t)e,t ,t4ty
tt:
L

_Sri-F' E_ . :Fax:[phone].
Jul 1 " ? '10:38 P. i 5/07
II, GENERAL INFORMATION: -
1. Print Owners or Signing Official's name and-title_,(the person who is legaily,r,esponsib]e for thc.ffcility and its complunce).
2. Mailing>tddress:, c/o A.G. Spanos Development,.... I.nc. , 1950 Spectrum Circle,
Ste.. B290
City: Marietta State: 'GA Zip:30067
Telephone Number. ( 770.• ) 980-1727• . . .
3. Project Narne (Please specify the name of the subdivision, facility, or establishment. The name should be consistent with
the project name on plans, specificatioris.letters of Slow acceptance, Operational Agreements. etc.):
Ball.an:tyne.• Commons
I V. INFORMATION ON' WASTEWATER:. -
I. Nature. of Wastewater: 100 % Domestic/Commercial 96 Industrial
% Other (specifY)
2. Volume of wastewater generated by this project: 8 1 , 9 4 0 gallons per day.
3. Explanation of how wastewater volume was determined: 86 one 'bedroom -apartments @ 240g2;id , 192 two
bedroom apartments @ 240gpd1-32• three bedroom apartments @ 360 gpd,
Pool/bathouse: 310 people @ 10 qpd, Leasiritt Office: 10 employees @ 60qpd
4. Name of:wastewater, treatment facility receiving wastewater, McAlpine Creek Wastewater,, -Treatment Plant
Owner of wastewater treaarnent'facility: Charlotte Meck1eriburq Utilities
Facility Permit Number: NC00 2 4 9 7 0
-or WQ
S. indicate any parameters (and their concentrations) which will be gsratcrtharrnormal domestic levels:
-none
6. It wastewateris not domestic in nauue,•what level ofpretreatment has been provided to ensure protection of the receiving
wt>rstewater treatment facility.? .-.
7. if a pretreatment permit is required, has one been issued? Ycs
_the pretseatrnent permit. IFNo, when will one be issued? •
FORM: • GSPA•. 02/96 _..
No. If Yes, please Allah a copy of
Page2of4 _

i-r
r . L.i:i•-
V . DESIGN INFORNIATION:
1. Summary of GRAVITY SEWER to be permitre4, by diameter and length:
Diamtter inches . .
IIIIIIIIEMMEMII
B
''
2,428 -
. .
6 —
_ ..
....
.. .
•
. ...
. ,
.
. . .
. • _
. . .
• — - '
•1
thetle any sections of the Gravity Sewer. Minimum Design Criteria7r 15A NCAC 2H .0200 with which the subjon
wastewater cateCtiOniy-stem will not be able iocomply? Yes X No. If Yes, ple.asc identify and pL
If you responded Yes to -question V.2 above, the completed application package,
jncluding twq copies of- pipus,s,pecification$:" supportingiuformatiu and
any .gther -materials, should -be submitted for an. individual permit.
11
FORM; •GSPA '02/96 - Page-3 451 4 • -

Appli ant's Cert ficatton:
r_LI'l-ff Z. C
VI, CERTIFICATIONS:
ax:A`:1-1'36-1-Jrt:i
1.4;ur
Nan -Leann Complete Address of Engineering Firm: _aoulgeraki s Consul Ii ng Ftigi neers,
.„ .
•2665 Old Milton Parkway
City: - -Alpharetta.:.- &ate:- - GA 'zip,. 30201
Telephone Nurnber. ( 770 753-9800
Professional Engineer's Certification:
I John- Doulgerakis P . E.
. attest that this appliad8n Ballantyne Commons
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance virith the
applicable regu13tions and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. 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.1 have reviewed this material and have judged it to be consistent,with the proposed design.
I /if
North Carolina Professional Engine:es Seal; Signature., and Date: %'‘‘‘35‘
• *** ..... S4/
. a af_..
•
• <2.
• SEAL • ' •
- •
021273 :
7-7:: 62, 7
4,0uLGv..
+-s's.i.s.G17:11:.19,416-4.
\LAMES Kou talk-FitS , attestb Ballantyne Commons
been reviewed by me and is accurate and complete to the best of my knowledge: .1 understand that if all required parts of this
application are not completed and that Wall recylired supporting information angattachments are not included, this application Package
will be returned to me as incomplete. Upon approval anddompleted Construction, I will'operate this system in accordance with the
North Caroli wastewater collection permit requirements. -
Signature /12 "
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL.., SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT -TO THE FOLLOWING ADDRESS:
•
NORTH CAROLINA• DIVISION OF ENVIRONMENTAL MANAGEMENT
- WATER QUALITY-SECTIoN
- - PERMITS AND. ENGINEERING UNIT
POST OFFICE BOX 29535
—.RALEIGH, NORTH ..CAROLINA 27626.0535
TELEPHONE' NUMBER: [phone]
• „
FORM: GSPA 02/96' Page 4 of 4

FL T-E SF NOS CORPtw= l' r, TO JOH� 1
CHARLOTTE,
April 7 1, 1997 —
Mr. Richard W: Johnson, Project Manager
c'o A.G. Spanos Development
75OJ Steele Creek Road
Charlotte, NC 28217
SUBJECT: AVAILABI.f.,LTY OF WATER AND S
APARTMENTS ON SOUTH TRYON
Mr. Joh
ptnse eta your r
WATER:
Water to serve
connections to t;
ue
NIT RI( SEWE
TREET
0 SERVE THE PROPOSED PARK
study has been completed and the rtillowing data has been dvermrned:
t;rt
y available dieuglt an existing 24-inch water main located al rrtg S. Tryon Street. ServiCf
rdance with current Charlotte -Mecklenburg Utilities rules regulations.
Chariotte-Mecklenburg Lieturcis'h water to the subjects
the Safe Drinking Water Act Amendments of 1986, C-MU cannot guarant
s contingent t:pon approval by the Division of Environmental Health an
SANITARY SEWER:
Sanitary sewer to serve the subject
the northern ,portion of he subject
Mecklenburg Utilities rules and regult,Qn3.
While water quality to the subject Site is regulated b�
a constant pressure or quality of flew.. This agreement
Natural Resources,
Gay uvuilable t orraugh an existrrg 8-ir.ch sanitary sewer trunk : asin 'uoc tecl altang
connections to this aware can he made an aecurd:uoce with current Charlotte.
Subdivision development with pubti may tequlte,additianaal vtrtter grid s niter c er street irtain citertslbds. Please note
that water and sanitary sewer connectionanti t.aaacity few say acre included in. -the above information, as they vary depending upon
the size of water meter used, Please no that an epplir rat relay not cancel a service or extension request once the applicable fees
have been paid. Connection fees, and capacity churEes are not refundable,
C-MU agrees ace accept the sewage flow from this project for v;rnsmissson to the McAlpine Creek Wastewater Treatment Plant for
treatment. This acceptance of flow is based on the existing capacity of tie designated publicly owned treatment works.', and
contingent upon final ac :prance and JSSUANCE CF,kDJSC;;1. R(jF_PFRMF, form the appropriate local, State, cr Feder
A n.y, whichever might have control. Connection zr;� the C-MU stisterr, is accepted ©n,a bsssi _
as cnpaco:y fur future projects cannot be guaranicud.
Thank, you for your inquiry and should you have any questions, please call me or Bo
w.0 -
99•2221,
704399.2221, fax 343.:1 P9. tn}':w 'rnrtit,crwrracctt,rrc ti
C Uti1iti2t
** TOTAL PAGE.0E s.*

a
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
John Doulgerakis
Doulgerakis Consulting Engineers, Inc.
2665 Old Milton Parkway
Alpharetta, GA 30004
October 6, 1998
Subject: Permit No. WQ0014107
Parkside at South Tryon
Sewer- Private
Mecklenburg County
Dear Mr. Doulgerakis:
The division's Regional/Program Management Coordination Branch has received
your signed and sealed certification with as builts. This will be forwarded on to the
Mooresville Regional Office for approval.
If it would be helpful to discuss this matter further, I would suggest that you
contact the Water Quality Regional Supervisor at the Mooresville Regional Office at
[phone].
d Buchan
Environmental Engineer
cc: Mooresville Regional Office, Water Quality Section
Central Files
Jim Kourafas, A.G. Spanos Development, Inc.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

1-LJA
ATA
} NCDENR
JAMES B. HUNTJR..
GOVERNOR
-27
--' WAYNE MCDEVILT,
t
SECRETARY •'a
L _ T .
CERTTFTRT) MATT
Sri
IT TESTED
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
October 26, 1998
Mr. John Doulgerakis
Doulgerakis Consulting Engineers, Inc.
2665 Old Milton Parkway
Alpharetta, Georgia 30004
Subject: Permit No. WQ0014107
Parkside at South Tryon Apartments
Sewer - Private
Mecklenberg County
Dear Mr. Doulgerakis:
The Mooresville Regional Office has accepted your signed and sealed
certification with as builts for the Parkside at South Tryon Apartments. This information
will be forwarded to the Central Office for their records.
If it would be helpful to discuss this matter further, please do not hesitate to
contact Mr. Charley Schwartz or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Non -Discharge Permitting Unit
Central Files
Jim Kourafas - A.G. Spanos Development, Inc.
. _ h:\sewerlparkside.sro
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER -50 RECYCLED/1O% POST -CONSUMER PAPER

3
ohn Dou\ge£9k\s,
'Q KI»c, auth( cci m o
Pa
permit2«!
South Tryon
PfV ?r Nanw
as -constructed{
&I
ecklenbuf\
Location
County
N OF ATER QUALITY
SECTION
LNEERING
9535
27626-O535

IPProject. Name:bi1,
County:
WWTP Destination:
MRO Reviewer:
Sewer Design Review Checklist
RP Narn.e:
Design Criteria
Sealed by a Professional Engineer
Pe
0,5
Date of Review:
Discharge: GPD
Yes
N/A
Pipe Diameter-> If public: pipe >= 8"
If private: pipe >= 6"
Manhole separation <= 425'
Sewer >= 3' below ground surface or made of ferrous material
Velocity >= 2 ftlsec
Pipe Slope -
If public: slope >= 0,4%
If private: slope >— 0,6%
If slope > 21%, anchors at least every 30'
se
rations*
vertical separations,
storm sewer >
Water main >= 18"(over)
benched trenches >- 18"
Yes
horizontal separations
water main >= 1 0'
bldg foundation >= 5'
a
supply sources
100'
WS-II & III, B, SA,
ORW, HQW or SB
waters >= 50'
Yes
No
* The minimum separations can be reduced if piping constructed of ductile iron pipe with joints equivalent to water main
standards, The minimum separation, however, shall not be less than 25' from a private well or 50' from a public water supply
well,
Comments:
Al t:

Sewer Design Review Checklist
Project Name: ?AG?51D. i'sr ()„N-4 Tp.YcJ Aw-re-r 13Ts
Permit #: tiO0 OOH 1 0 `Z
County: r1i < RP Name: A_&. CrArio5 bivvt_opriEN; . roc •
Discharge: -711 `{,3,p GPD
MRO Reviewer: Ct-kisczi,F 1 SrvirmYRFT Date of Review: r 113 /
WWTP Destination: t lc A- )9JE
esian Criteria
Yes
No
N/A
Sealed by a Professional Engineer
'
Pipe Diameter-> If public: pipe >= 8"
If private: pipe >= 6"
Manhole separation <= 425'
Sewer >= 3' below ground surface or made of ferrous material
(iT i j
Velocity >= 2 ft/sec
Pipe Slope -> If public: slope >= 0.4%
If private: slope >= 0.6%
�J
If slope > 21%, anchors at least every 30'
tr
Minimum separations*
vertical separations.
Yes
No
horizontal separations
Yes
No
storm sewer >= 12"
D l P
water main >= 10'
Water main >= 18"(over)
bldg foundation >= 5'
benched trenches >= 18"
basement >= 10'
water supply sources
>= 100'
WS-II & III, B, SA,
ORW, HQW or SB
waters >= 50'
* The minimum separations can be reduced if piping constructed of ductile iron pipe with joints equivalent to water main
standards. The minimum separation, however, shall not be less than 25' from a private well or 50' from a public water supply
well.
Comments: O ?20POSO Ott, , Nei Ors ' Z r or. covF kceNU 5 6t"
r0l
(ice Cs.!)
SLot;r Mprl AL -re, <Fw i? D.48 17e , $.tT ?INA: 6 0 0 �