WQ0023677_Regional Office Historical File Pre 2018

AT Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 15. 2004
Mr, Jeff Stack, Owner
Kid's Korner Child Development, Inc.
210 Cook Street
Kannapolis, North Carolina 28083
Subject: Permit No, WQ0023677
Kid's Korner Child Development, Inc.
Kid's Korner
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Stack:
In accordance with your application received on March 3, 2004, we are forwarding herewith
Permit No. WQ0023677, dated March 15, 2004, to Kid's Korner Child Development, Inc, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 Perrnittee's Jesponsibility to ensure that the as -constructed project meets the appropriate design
criteria and rulg. Faiiiire 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 Internet httpl/h2o.erir.state,nc,ust
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr Jeff Stack
Page 2
March 15, 2004
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 Kid's Korner Child Development, Inc. for the construction and operation of approximately
282 linear feet of 6-inch gravity sewer to serve a daycare as part of the Kid's Korner project, and the
discharge of 1,725 gallons per day of collected domestic wastewater into the Water and Sewer
Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No. NC0036269) existing
sewerage system, pursuant to the application received March 3, 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.
This permit shall become voidable unless the agreement between Kid's Korner Child
Development, Inc. and WSACC for 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 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1506 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 Sonja Williams at (704)
663-1699,
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0036269)
MaCk Sumrney, Jr., PE, Consulting Engineer
Water Quality Central Files
NDPU Files

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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High-riority 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. 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.
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 perrnitted 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 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.
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.
2

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.
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 (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (ar 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 15'h day of March, 2004,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. KtimekPE., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023677
3

Fast Track EngineeringCertification
Permit No. WQ0023677
March 15, 2004
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
El Partial Q Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, © weekly, Li full time) the construction of the Kid's Korner,
Cabarrus 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
919 N. MAIN STREET
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.

!pr
RACK APPLICATION for GRAVIIIT° SEWERS, PUMP STATIIONS, AND FORCE AINS
USE THE TAB KEY TO MOVE FROM FiELD TO FIELD!
1. Owner:
la. Kid's Komer
Full Legal Narne (company, rrsunieipality, HOA, utility, etc.)
z lb. Jeff Stack, Owner
Application. Number:
(to be completed by DWQ)
PAGE I
© Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!
t ic, The legal entity who will own this system is:
It i d. 210 Cook Street
d Street Address
if. NC
z
z
0
individual D Federal ❑ Municipality Q State/County 0 Private Partnership Corporation C] Other (specify):
e. Kannapolis
City
State
1 h. 794-938-9322
Telephone Facsimile
2. Project (Facility) Information:
2a. Kid's Komer
1 i. 704-938-4695
Brief Project Name (permit will refer to this name
3. Contact Person.
g. 28083
Zip Code
kidskomer(cart, lin
E-mail
2b. Cabarrus
County Where Project is Located
3a. H. Mack Summey, ;Ir,, PE, Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 336-328-0902.
Phone Number
Project is ( New © Modifi
0
2. Owner is 0 Public (skip to Item B(3))
2a. if private, applicant will be:
an existing permi
3c. mack©asheboro.com
E-mail
if Modification. Permit No.:
Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
Retaining Ownership (i,e, store, church, single office, etc.)
El Leasing units (lots, townhomes, etc, - skip to Item 8(3))
C] Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (W WTF) Treating
Rocky River Regional Waste Water Treatment Plant
Name of WWTF
5a. City of Kannapolis 5b. 8"
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downs re
6. The origin of this wastewater is (heck alI that apply):
D Public Utility (Instruction III)
Ei Homeowner Assoc./Developer (Instruction IV)
ewater From This Project
4b. NC0036269
VWVTF Permit No,
O, Residential Subdivision
El Apartments/Condominiums
Q Mobile Home Park
0 School
© Restaurant
© Office
5c. unknown - older line
© Car Wash
0 Institution
0 Hospital
0 Church
0 Nursing Home
® Other (specify): Day Care
7. Volume of wastewater to be t errnitted in this project: 1,725 gallons per day
Domestic/Commercial
Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
[� Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

VCK
APPLICATION for GRAVITY SE
PUMP STATIONS, AND FORCE MAINS PAGE 2
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 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).
pd/person x (15 employees + 100 kids (max)) = 1,725 gpd
19. Summary of Sewer Lines to be Permitt
Size (inches)
6
ach additional sheets if necessary)
Length (feet)
282
C
ENTER TOTAL LINE LENGTH IN MILES G>-ee9'" . 65
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
LL Location ID Design Flow Operational Point
0 (as shown on plans) (MGD) GPM TDH
LL
Gravity or Force Main
(pull down menu)
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Power Reliability Option
(dual line feed, permanent generator wiATS,
portable generator wlautodialer, wet well storage)
12. 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?
► Yes D 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 APPLICATIO
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? D Yes 0 No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? 0 Yes ❑ No N/A

!prPAGE 3
RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
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
0 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:
F—
A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
A Watershed 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.
co
z
Location ID
on Map
Waterbody County River Basin
Name of Waterbody Stream Waterbody
Index Classification
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicants Certification:
I attest that this application for Kid's Komer has 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 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 to
$25,000 per 'dation.
1 a
Signing 0 ial Signature
2. Professional Engineer's Certification:
-C
attest that this application for Kid's Komer 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, 1 further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although 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. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10.000 as well as civil penalties up to $25,000 per violation,
2a. H. Mack Summey, Jr , PE
Professional Engineer Name
2b. H, Mac* Summey, Jr. PE - Consulting Engineer
Engineering Firm
2c, 1299 Summey Town Road
Address
2d. Trim
City
2g, 336-328-0902 336-328-0 22
Telephone Facsimile
2e NC 2f. 27370
State Zip
[e-mail]
E-mail
sumo
Seal, Signature & Date

SACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
February :17, 2004
Mr. JeffMoody, P.E.
Kannapolis City Engineer
c/o Alley, Williams, Carmen & King
P.O. Box 1248
Kannapolis, NC 28082
Subject: Flow Acceptance
Kids Korner — Private Sewer System
Office: 232 Davidson Hwy.
Cooconi, NC 28027
Mail to: P.O Box 428
Concord, NC 28026-0428
Phone: [phone]
Fax 704 795,1564
Dear Mr, Moody:
This is in response to the City's request for flow acceptance received 2/12/04. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the wastewater from the proposed Kids Korner Day Care Facility.
WSACC agrees to accept wastewater from the proposed facility based on the information provided
by H. Mack Sumrney, Jr., PE (Engineer for the Project) using North Carolina Department of
Environment and Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is
1,725 gpd; however WSACC expects the actual wastewater flow to more closely approximate 1,380
gpd based upon Master Plan engineering data,
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual .flows dictate but may be subject to situations that WSACC does not expect or control
Based upon flow of 1,725 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $14,01.7.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,994,123 gallons of flow acceptance for the City of Kannapohs from 1992 to present and
53,785 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $16,204,243 for the City of
Kannapolis since 1992 including $437,056 far this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increase available capacity, Projects on the CIP are subject to
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:

City of Kannapalis
Kids Korner — Private Sewer
February 17, 2i
Page 2 of 2
Cold Water Creek Parallel Interceptor — Phase is under construction. Scheduled completion
date: 2004.
Rocky River Wastewater Treatment Plant Phase II upgrade, Scheduled completion date: 2004.
Please note that if construction of this project is not started within one year attic date of this
approval, the approval is rescinded and a second request and approval will be required, Please
notify WSACC in writing when construction of this project is initiated,
If you have any questions, please call me at 704-786-.1783,
Siricerely,
John C. Murdock, 111
Executive Director
WSACC Engineering Staff
Michael Ittlahaney, PE/City Manager
Wilmer Melton/K. apolis
H. Mack Summey, Jr, PE/ Consulting Engineer

0 /1 /04
Permit Number 0023677
Program Category
Non -discharge
Permit Type sfrc
Gravity Sewer Extension, Pump
Extensions
Primary Reviewer
sona.willhams
Permitted Flew
1
Facility
Cations„ & Pre,
ure
er
Permit ' ackinSlip
Status Project Type
In revievv New Project
Version Permit Classification
Individual
Permit Contact Affffiadon
Faculty Name
Kid°s Korner
Loatinn Address
Owner
Owner Name
Kid's Korner Child Development, Inc.
Dated vents
Major/ inor Region
Minor looresvil
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Jeff
210 Cook Street
lannapolis
Stack
NC 28083
orig issue App Received Ora
03/03/04
Rego d Activities
Ctuld care facility
Wa ewater collection
Ittfall NULL
mrbody Marne
n
ated
Scheduled
Issuance
Public Ntie
stream Index Number
Issue
�i
Requested/Received Events
Effect
Additional infforrrt tlon requested
Additional information received
Current class
Expiration;
Subbasin

Loll!) Ifr. , M tcr m(
kid? /6)/7/7" 7/ZI „Dt it 7711(71i
f /IA hi
I tura Host"
SL/gk'S.
armlirmt Dank
Tst,4
dre V11;1'.47t (- :23 (7
00006757n' 1:053 L001,1;51: 2a, s L i-1'25111
6 7 7
P.17,.`„„7:1116.69
: .201051;1,',25, •
4.

Ettity Names
http://www%secrctary.state. nc. us/corporations/soskb/Corp. asp?49239
NC
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 3/15/2004
Click here to:
iw Document Filings I
yPrint a pre -populated Annual Report For File an Annual Report
Corporation Names
Name
KIDS KORNER CHILD
DEVELOPMENT, INC.
Business Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:.
Registered Agent
Agent Name:
Registered Office Address:.
Registered Mailing Address:
Principal Office Address:
Principal Mailing Add
ss.
For questi
Name Type
Legal
0441992
Current -Active
11/6/1997
Domestic
NC
Perpetual
Stack, Cindy C
135 Scaleybark Trail
Concord NC 28027
135 Scaleybark Trail
Concord NC 28027
514 Charles Street
Kannapolis NC 28083-5142
No Address
u1 the North Caroli
For questions or comments concerning the Corporations Di
`hek lief e fol i ' .1
1 of 1
3/15/2004 2:1 1 PM

H. Mack Summey, Jr., PE
Consulting Engineer
1299 Summey Town Road — Trinity, NC 27370
[phone] / Fax: [phone] / [e-mail]
Regional Mlles
TRANSMITTAL
Date: February 24, 2004
To:
NCDENR-Division of Water Quality
585 Waughtown Street
Winston Salem, NC 27107
ATTN: Mr. Mike Mickey
We are sending you attached the following items:
0 Shop Drawings
0 Prints
Plans
# Copies Drawing #
2 ea.
Remarks:
File
0 Samples
0 Specifications
©l Disk
Re:
Description
Kid's Korner Day Care
Sewer Extension Permit Application
Copy of Letter
0 Other
Application Packages for Sewer Extension
Disposition
For in
Mike, enclosed are the fast tract applications for a priv
Please review.
If you need anything else just let me know. Thanks!
MAR 0 3 2004
e 6" sewer line extention.