WQ0029594_Regional Office Historical File Pre 2018

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
December 6, 2005
Mr. Larry Griffin, Manager
PICC, LLC
19141 West Catawba Ave.
Cornelius, North Carolina 28031
Subject: Permit No. WQ0029594
Pine Island Country Club
PICC, LLC
C-MU TRACKING #600-05-577
Mecklenburg County, North Carolina
Dear Mr. Griffin:
In accordance with your application received on December 1, 2005, we are forwarding herewith
Permit No. WQ0029594, dated December 6, 2005, to PICC, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 shall be considered a part of this permit and is therefore 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 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 • Phone: [phone] Fax: [phone]
Internet: h2o.enr•state.nc.us Customer Service: 1-877-623-6748
An Equal OpportunityIAffirmalive Action Employer— 50% Recycled/10% Post Consumer Paper
Noy` Carolina
'tidal/ f

Mr. Griffin
Page 2
December 6, 2005
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 PICC, LLC for the construction and operation of approximately 734 linear feet of 6-inch
gravity sewer as part of the Pine Island Country Club project, and the discharge of 12,416 gallons per
day of collected domestic wastewater into the Charlotte -Mecklenburg Utilities existing sewerage
system, pursuant to the application received December 1, 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 Charlotte -
Mecklenburg Utilities WWTP (MCAlpine Creek NPDES No. NC0024970) 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 Dee Browder at (704)
663-1699.
Sincerely, /(::
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mooresville Regional Office, Surface Water Protection (WVVTP Permit No. NC0024970)
Bryan E. Smith, Design Resources Group, PA
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION 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 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.
1

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. Per 15A NCAC 2H .0220, 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.
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 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 verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any 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.
2

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 [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. 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 6th day of December, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
, 2 1?< j �c%,A,
for Alan W. Klimeki:V.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029594
3

Fast Track Engineering Certification
Permit No. WQ0029594
December 6, 2005
Complete and submit this form to the permit issuing 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
, 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 Pine Island Country
Club, a Mecklenburg County 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
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Central Files: APS SWP__
12/06/05
Permit Number WQ0029594 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
12416
Facility
Facility Name
Pine Island Country Club
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Pico LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Larry Griffin, Jr
19141 W Catawba Ave
Cornelius NC 28031
Orig Issue
App Received Draft Initiated
12/01/05
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Commercial or industrial, other
Restaurant
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

005 4:40PM
FAST-
TJON for GRAVITY SEWERS, PTJMP STATIONS,
RCE M S
USE THE TAB KEY TO MO
ELD TO FIELD!
Application Number:
(Ito be completed by DWQ)
Sime . Title ('lease reviovv '1SA NC'" 2H ,pa
his system is:
unicipalit State.._/co.un
d• I 1 �.Aw
The legal entitg
rJ Individual, Federal
ailintt
Tefrh¢ ne I F
t r cr]a rl 1rr ratan;
Private artner hip or card ? 1
rid L+Wher s Pro
PhoneNurrt. Iw mail
Pro) i l evr a 0dlfi Lion (af ant xistln p it) if lyladift tiranr, Permit No.:
�r rirlttcatfatclt a aeeparaie ataat ctaearty elaliintrt tta waint dtt�
phaa + hartgin Only Itt t c tttsadified informo p
dIn and tzt Iit-t I) that ha* already been incttl tit ilia e
Owner I Public (skigo to Item s' )
it private, applttrtt wttl oe;
it ittg % r whip (Le. store,
Le In uric (l ets, townhorst ,
lltttg ttntts lists, towthtes, +
Treatm nt Fact
office, etc) or r 0 Public
B(3)) D Homeowner Assoc./Developer (Instruction IVj
ad t another
Tr tirtg - t ' ater From
411.
i er of l uawrs ire m S� € diving Sewer Si« Farce Main Perinit Nit tt t of I ownstre errs S e (° k
The rsriirt is vrastster is {sh ail that alapty):
Resitlatlat Subdivision [ far mash
arients��nsrrr@rtivms [. le�ors mom
Mobile Horne Park D Hospital
oal C a Rouse © Church ttta iai
to rant . © Nursing Home r user s
)' )� © Other (specify)-
if the rrtaittewd f Ow is zearo, indicate why;
© Interceptor Line - Flow will bepermitted in sutrs cent permits that tars
o Flow has already been allocated in Permit No, _
Rohabllitation or reptacennent of existing sewer with nix rt fi tr
02�0 RA. 3 00

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
grclL
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
s:.
a
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
t
- 73 - LF
Govl im
`e fir.FO
� 9 �
�B; PERMIT r�RMATION(CONTiNUED
I
ENTER TOTAL LINE LENGTH IN MILES:
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generatorw/ATS; 3-
portable generator wltelemetry; 4-wet well storage)
12. Does a sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mai (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
es ❑ 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?
Sedimentation and Erosion Control Plan?
Stormwater?
O'N1A
❑ N/A
❑ N/A
■— Yes • No
l s • No
Y
"Yes ❑ No
14. Does this project involve aerial lines or siphons?
tbgse lirses will Le siderod hioFj,otprily and musLbe checked
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes:T] t)J4_
once even, six months
at minimum slopes? ■-[�
than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
PTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
I
C STREAMI GLASSI01CATIONt'
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
regional office (see instructions for addresses) OR indicate the following:
L. 1 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND, I
■ 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. .
Location ID on Map
(self chosen - as shown on
map for cross-reference)
I
Name of
Waterbody
County
Waterbody Stream Waterbody
River Basin Index I Classification
,i 11
LaJCs Clu _._+ ecie t3ozcr
C, lsei 11—I20--C ws-IV
I
�
E
I I
I
1
i
i
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
-4a1.
r s ,,r:
1 D'
-,-
Applicant's Certification:
4 l.A
has been reviewed
parts of this application
included, this application
General Statutes
certification in
as !! as civil
r.t11), attest That this application for e s6440 ik-rtati 0t jb
by me and is accurate and complete to the bet oT my knowledge. I understand that if all required
are not completed and that if all required supporting documentation and attachments are not
package is subject to being retumed as incomplete. Note: In accordance with.North Carolina
143-215.6A and 143-215.6B, I any person who knowingly makes any false statement, representation, or
any application shall be guilty of a Class 2 misdemeanor which may include a frne.not to exceed $10,000 .
oenalti: s up to $25, 000 per violation.
r J71
_
a.
L 1
k 1 I 1 r 1 4"'�5
..
Signing Otfici Signatu
i
I Date
Z. ``
' -
U, -"
`,
,I
a, '°
Y,
2. Professional Engineer's Certification:
! attest that this application
and consistent with the information
best of my knowledge'. I
accordance with the applicable
12, 1995, and the Minimum
1, 2000 and the watershed
package may have been
signifies that I have reviewed
accordance with NC General
representation, or certification
exceed $10, 000 as well as
for rIAIE I S LANto
in the engineering
further attest that to the
regulations, Gravity
Design Criteria for the
classification in accordance
developed by other professionals,
this material and have
Statutes 143-215.6A
in any application shall
civil penalties up to $25,
__ --
Chl,oN has been reviewed by me and is accurate, complete
plans, calm llations, and all other supporting documentation to the
best of my knowledge the proposed design has been prepared in
Sewer Minimum Design Criteria for Gravity Sewers adopted February
Fast -Track Permitting of Pump Stations and Force Mains adopted June
with Division guidance. Although certain portions of this submittal
inclusion of these materials under my signature and seal
judged it to be consistent with the proposed design. Note: In
and 143-215.6B, any person who knowingly makes any false statement,
be guilty of a Class 2 misdemeanor which may include a fine not to
000 per violation.
1`l
Via. ' -
1,bost b
% s ba
##
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Professional Engineer Name
` ��qv . t c `Fi� 0090 4e,
; 2b. `tC--t
5 r.�� a - `S (5o
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Firm
.aEngineering m '
2c. �L�J0�1� eS 1�C012
n
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e. 8i g9 ,
State I Zip "re�{►
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,,g. 74343 3 OGG 2h. � ' 3B 3 c�? 5 '2i. � rc,ta n i,- rr. ed M ''"d,, ,,,,,,vo,
1 Telephone I Facsimile I E-mail
1 Seal, Signaiitre& Date
FTA 02/03 - Rev. 3 04/05

•
(C17)
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
November 3, 2005
Mr. Kenneth Kornegay
Design Resource Group
1230 West Morehead Street
Suite 214
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
PINE ISLAND COUNTRY CLUB
C-MU TRACKING # 600-05-577
Dear Mr. Kornegay;
In response to your request, a flow acceptance study of the subject site has been completed.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 12,416 gallons per day (103,470 ft2 retail x 120 gpd/1,000 ft2);
& pool with 4-inch drainage connection from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works; which is contingent
upon final acceptance and issuance of a discharge permit from the appropriate local, State, or Federal
Agency, whichever might have control.
This proposed project is located within the Long Creek Drainage Basin and via the Long Creek Lift
Station; its discharge will transmit through the "Old Dowd Road" area, as identified by the NCDENR,
Division of Water Quality. With continued inspections, preventive maintenance and the continuation of
ongoing projects, CMU believes it can effectively convey the sewer discharge from this project to the
receiving VVWTP without resulting in sewer overflows.
Upon completion and acceptance of all necessary water mains, C-MU agrees to furnish water to the
subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2000, (WSMP # 00-
(30251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
C-MU does not expect any of the above conditions to preclude water or sewer service to the subject site.
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact me at [phone]
Sincerely,
LOTTE- CLENBURG UTILITIES
PP►ilip S. Johnson V
Customer Service Division, New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

TopoZone - The Web's Topographic Map
Page 1 of 1
17%e lStP+D eC
0.3
0.6
0.9
1.2
1.5 km
0.2 0.4 0.6 0.8 1 rna
Map center is UTM 17 502755E 3906114N (WGS84/NAD83)
Mountain Island Lake quadrangle
Projection is UTM Zone 17 NAD83 Datum
Ntz-
G
http://www.topozone.corer/print asp?z=17&n=3906113.54666534&e=502754t.856888188... 11/15/2005

TRANSMITTAL
November 15, 2005
North Carolina Department o
Division of `'Water Quality
Mooresville Regional Office
610 E. Center Avenue
Suite 301
Mooresville, NC 28115
vironment and Natural Resources
1230 West
704.34
-ehead Street. Suute 214
Charlotte, NC 28208
• fax 704.358,3093
www.drgrp.cam
Re: Fast -Track Sewer Applications for:
Pine Island Country Club & Springfield Gardens Apartments
Job #: 197-001 ® Pine Island. C.C.
101-009 — Springfield Gardens
Enclosed are two Fast -Track Applications for proposed gravity sewer to be installed
at a new clubhouse facility at an existing country club at 1701 Stoneyridge Drive
and at a new apartment complex at 9600 Idlewild Road. Both projects are located in
Charlotte. Please contact me for additional information or for any assistance that I
may offer in obtaining approval for this project. 'Thank you for your assistance.
Kenneth. Kornegay
kenneth r@ drgrp.com

Page 1 of 1
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Date: 12/5/2005
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Corporation Naw���es
Name Name Type
NC PICC, LLC Legal
mited Liability Company lnforrr lafion
SOSID:
FI
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
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Agent Name:
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Address:
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Address:
0712560
32-ot26208
Current -Active
2/19/2004
Domestic
NC
Perpetual
Griffin, Michael L.
19109 W. Catawba Avenue, Suit€
Cornelius NC 28031-5613
19109 W. Catawba Avenue, Suite
Cornelius NC 28031-5613
19109 W. Catawba Avenue, Suit€
Cornelius NC 28031-5613
19109 W. Catawba Avenue, Suit€.
Cornelius NC 28031-5613
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12r'5/2005