WQ0029684_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr,, Secretary
North Carolina De:pat-1111cm. of Environment and Natural Resources
Alan W, KI irueI. P,L Director
Division of Water Quality
March 28, 2006
Mr, J. Kevin Hogan, Manager
Odell Business Center Condominium Association, Inc.
PO Box 1235
Cornelius, North Carolina 28031
Subject: Permit No, WQ0029684
Odell School Center
Odell Business Center Condominium
Association, Inc.
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Hogan:
In accordance with your application received on March 21, 2006, we are forwarding herewith
Permit No. WQ0029684, dated March 28, 2006, to Odell Business Center Condominium Association
,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permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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 note condition 12 allowing a variance to the
minimum design criteria for slope.
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 h2tIenr.state.nc.us Customer Service 1.-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50%. Recyded110% Post Consumer Paper
pne
IthCarotirta
''attetwIly

Mr, Hogan
Page 2
March 28, 2006
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 Odell Business Center Condominium Association, Inc. for the construction and operation of
approximately 202 linear feet of 4-inch gravity sewer as part of the Odell School Center project, and the
discharge of 4,870 gallons per day of collected domestic wastewater into the Water and Sewer
Authority of Cabarrus County existing sewerage system, pursuant to the application received March 21,
2006, 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 Water and Sewer
Authority of Cabarrus County WWTP (Rocky River Regional NPDES No. NC0036269) 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,
f)
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Jeffrey Lundy, Environmental Design, 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 observatio 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.
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.
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 Perrnittee 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 road 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 h'orrn CS-SSO (or the most current Division approved form), within five
days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current
Division approved form.) can also be completed to show that the SSO was beyond control.
12. A variance is granted to allow approximately 200 feet of 4-inch line installed at 1% slope to
remain as installed, serving two 11-unit buildings. No further connection shall be made to the
shared line without prior approval from the Division via a permit modification, The Permittee is
responsible for operation and maintenance of the permitted line to the point of connection with
the public sewer..
Per it Issue this 28`'' day of March, 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
forAlan W. Klimek, RE,, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029684

Fast Track Engineering Crtificati©n
Permit No, WQ0029684
March 28, 2006
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 operantil 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 L Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, E weekly, 0 full time) the construction of the ©dell Business Center
Condominium Association Inc., a Cabarrus County project for the Perrnittee, 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.

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner:
la. Odell Business Center Condominium Association Inc,
Full Legal Name (company, municipality, HOA„ utility, etc,
lb, J. Kevin Hogan
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
The legal entity who will own this system is:
0 Individual ❑ Federal 0 Municipality 0 Stale/County Q Private Partnership ❑ Corporation 0 Other (specify):
1d, P.©.Box 1235
1h,
2.
2a.
Mailing Address
NC
State
S7C14) 892-7713
Telephone
Project (Facility) Inforrrratlon:
Odell School Center
Brief Project Name (permit will refer to this name
3. Contact Person:
Jeffrey D. Lundy, PE Engineer of Record
1 e, Cornelius
City
lg. 28031
Zip Code
E-mai
2b. Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-896-8620 _ 3c. [e-mail].
Phone Number E-mail
Project is
New 0 Modification (of an existing permi
If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(14-11) that has already been included in the original permit.
2. Owner is ❑ Public (skip to item 6(3))
2a. If private, applicant will be:
Private (go to Item 2(a))
2b. If sold, fa
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
ater and Sewer Authority of Cabarrus County (WSACC)
ned by a (mu
❑ Public Utility (instruction III)
▪ Homeowner Assoc./Developer (Instruction IV)
choo
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b. NC 0036269
WWTF Pa
Rocky River WWTP
Name of WWTF
City of Concord 5b, 8-inch Gravity 6c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision 0 Car Wash
❑ Apartments/Condominiums ❑ institution
El Mobile Home Park ❑ Hospital
❑ School 0 Church
O Restaurant 0 Nursing Home
Office 0 Other (specify):
Volume of wastewater to be allocated for this particular project: 4,870 gallons per day
`Do not include previously permitted allocations
nit Number of Downstream Sewer (if known
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAB"IT'#' SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
0
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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3),
40584sf x 120 GPD11000 sf = 4,870 GPD
19, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
4 202 Gravity
Gravity or Force Main
(use the pull down menu)
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Flow Operational Point
plans for cross-reference) (MGD) GPM cci'i, TDH
N/A
Power Reliability Option
(1- dual line feed; 2- permanent generator wIATS; 3-
portable generator wltelemetry; 4-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 ® 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
We are requesting a variance from the state minimum pipe size of 6" DIA pipe. We are showing a 4" DIA. The calculations
showing that the 4°' DIA, is in compliant with design requirements by the state (See attached
Calculations).
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan? Yes ❑ No 0 N/A
Stormwater? ® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered high priority and must, be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope, Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
PTA rl�In'3 - Rrw f14N15

_EAST -TRACK APL!CATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
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:
DA A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
r4
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of Waterbody Stream Waterbody
Waterhody County River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
I, J, Kevin Hogan, attest that this application for Pecan Hills Subdivision 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
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
ati n.
Official Signa u
PFbfessional Engineer's Certification:
Date
I attest that this application for Odell School Center has been reviewed by me and is accurate, complete and consistent
with the information in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in 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 I 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 143-215.6B, 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 violation.
2a. Ff Lua,..4
Professional Eligineer Name
2b. Environmental Design, PA
Engineering Firm
2c. 20816 North Main Street, Suite 204
Mailing Address
2d. Cornelius 2e. NC 2 , 28031
City State Zip
2g, 704-896-8020 2h. 704-892-5479 2i. j.lundy@edpanet
Telephone Facsimile E-mail
ature
FTA 117101 -

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
January 3, 2006
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request
Odell School Center Private Sanitary Sewer Lateral
c 232
3, NC 2ao27
Mao to: P.0. ifrax 428
Concord, N(,.2802t;-f!423
Phone: 7o4,786.1 783
Fax: 704.795,1564
Dear Mr, Hiatt,:
This is in response to the subject request forflow acceptance received 1217105. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant andappropriate sewer
interceptors to transport and treat the wastewater from the proposed Odell School Road Business
Center, consisting of approximately 40,584 square feet of commercial office space. WSACC agrees
to accept wastewater from the proposed commercial project based on information provided by
Environmental Design, P.A. (Civil Engineer for the project) using North Carolina Department of
Environment and Natural Resources (NCDBNR) wastewater flow guidelines, The projected flow is
4,8'70 gpd; however WSACC expects the actual wastewater Clow to more closely approximate 3,900
gpd based upon Master Plan engineering data,
By requesting flow acceptance, the City of Concord 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 4,870 gpd and cost of $8.126/gpd to provide treatment and transportation capacity,
this flow acceptance represents an estimated capital expenditure in excess of $39,573,
Eor your inf©rniation and based upon NCDEN'R wastewater flow guidelines, WSACC has
approved 13,204,028 gallons of flow acceptance for the City of Concord from 1992 to present and.
4,870 gallons of flow acceptance year-to-date including, this request. Based upon the approved flow
acceptances, WSACC has committed capacity valued in excess of $107,295,931 for the City of
Concord since 1992 including $39,573 for this calendar year.
Downstream facilities from, the proposed project are scheduled in WSACC's current six year
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:
• Kings Grant Rocky River Interceptor Relief Sewer. Scheduled co 'a date: 2010

City of Concord
Odell. School Road Business Center
January 3, 2006
Page 2 of
If construction f this project is not started within tvvo (2) years of the date of this approval,
lae approval is rescinded and a second request and of l r val will be required. Please notify
.CC, in wiltin , when construction of this project is initiated.
If you have any questions, please call ne at 70-76-17..
Sincerely,
Lvander fin Rowell, P.E.
Engineering Iirctr
cc: WSACC Engineering Staff
Sherri Moore/Concord
Jefifey Lundy, PE.°E ; rir n ental Desi t

SECTION 1 ow basedof
"low Rate
Total Area of Both Buildings11 4 f
ilgs 10 1'1I1100 sf= 4870 GPD
870 gale"day
4870 gallday t 8hr days — 608.75 g
608.75 gale` u 60minihr= 10,15gal/min
10.15 limi r * 2.5peak rate 25.36 galimin
5,36 gallmin * 0.1077 gconversion factor (L0565 eft
per ilkd ow ogalfday
Manning Pipe Calculator
,en Input Data:
Shape oa....... ...........,..Circular
Solving for Depth of no
Diameter 0.3333 ft
Flo rate ...... .............. 0,0565 cf
Slope .......,. ............. 0.0100 f dfl
1 tannin 's n 0.0150
Computed results:;
Depth ..,,
Area
matted A
Wetted Perimeter ..
Perimeter ... ,,...,.,.
Velocity
Hydraulic Radius
Percent Full .......:.
Fuow Flerat
Fu11 f3 + v elocity,.
Critical 1t'
Critical depth ..-.
Critical slope
.......
Critical velocity
Critical area ..LL....,.
formation
0,1310 ft
0,0110 ft"ft
. 1.7740 fps
0.0318 ft
Critical perimeter .............. 0.4518 ft
Critical hydraulic radius ....<.. 0.0705 ft
Critical top width ,..... 0,3256 ft
Specific energy ................. 0.1801 ft
Minimum energy ..,., ... 0.1966 ft
Fronde number .................. 0, 50'7
Flow condition .................. uncritical
Phone. 7 - 6- 020
Fox. 704-892-5479
fa,QdC2d-'sncamadGffassq_.\scale=avcr.dae:
20816 North Main 5tr t quite 204 il: iundy@ dpo,r t
Cornelius, North Carob 031

Central Files: AP
01110106
Permit Number 0029684 PermIt Tracking Sli
Program Category Status Project Type
Nuns -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, PuPump Stations, Pressure Sewer A Individual
Extensions
Primary Reviewer
dee. b rowder
Permitted Flow
4870
Facility
Facility Name
Odell School enter
Location Address
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Itllooresville
County
Cabarrus
FacilityContact Affiliation.
Owner Name Owner Type
Odell Buisness Center CondomCondominium ssooiation Inc NoreGovernment
Owner Affiliation
Dates/Eve
Hogan Manager
PO Box 1235
Cornelius
Scheduled
Orig Issue App Received" Draft Initiated Issuance Public Notice Issue
12/14105
Regulated Activities
or Industrial, other
eWatr collection
ca
Additional information
Addbtional information roquested
NC 201
Expiration
We
body Nacre
Index Number Current Cltrss Sttlbbas

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
AND
March 17, 2006
MEMORANDUM
TO: Dee Browder
Environmental Engineer - MRO
FROM: K. Marie Doklovic
Environmental Engineer
SUBJECT: Odell Business Center Variance — WQ0029684
Mp212
It
,JR CES
x CE
Attached is the revised application submitted per an additional information request. Please "X" through your
current application and place the attached application materials on top. Include the attached variance memo
in the file as well before stapling all together. Cut and paste the summary language in the variance memo
into a special permit condition. Highlight the condition in the cover letter. Thanks!
One
NorthCarol ina
Natural/9
Pretreatment, Emergency Response and Collodion Systems Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Telephone [phone] Fax [phone]
Internet http://h2o.enr,ncstate.us/ndpu
An Equal Opportunity Action Employer
50% recyced/10% post -consumer paper

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
March 17, 2006
MEMORANDUM
TO: Permit File WQ0029684
FROM: K. Marie Doklovic, PE
SUBJECT: Variance to Gravity MDC
The Odell Business Center Condominium Association, Inc. in Cabarrus County constructed two
office park buildings and connected them to a shared 4-inch line at the Odell Business Center. The
local authority discovered the line needed a State permit and thus a variance was requested to keep
the 4-inch line as installed when applying for the permit after the fact. Four spaces have already
been occupied. These are small offices/retail shops with only one restroom each and 22 units total.
The current tenants are auto parts sales and window treatment and repair. The estimated flow is
4,870 gpd. Calculations and plans of the line were provided in support of the variance. The state
requires a 6-inch Tine. Approximately 200 feet of line are in question. The calculations reflect that at
1% slope, the line will flow around 1.5 fps. Even with a six inch line, velocity will not be reached.
SUMMARY— A variance is granted to allow approximately 200 feet of 4-inch line installed at 1 %
slope to remain as installed, serving two 11-unit buildings. No further connections shall be made to
the shared line without prior approval from the Division via a permit modification The Permittee is
responsible for the permitted line to the point of connection with the public sewer:
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http:flh2o.enr.state.nc.uslndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recydedll0% post-consurner paper

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager acitvmeetingthefuture.
M. Sue Hyde, RE, Director of Engineering
December 2, 2005
Odell Business Center Condominium Association, Inc.
Post Office Box 1235
Comelius, NC 28031
Attn: Mr. J. Kevin Hogan
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Odell School Center Sanitary Sewer Lateral Project Number 2001-029
Sanitary Sewer Extension
Dear -. Hogan:
This letter is to confirm that on October 11, 2005, our office received the application
package consisting of the engineering plans and specifications, by Jeffery D. Lundy, 'NCPE, of
the .Environmental Design, P.A., for the Odell School Center Sanitary Sewer Lateral project
consists of approximately 202 linear feet of 4-inch sanitary sewer and associated appurtenances
to serve the 40,584 square feet of commercial office space located off Odell. School Road with an.
average domestic/ commercial wastewater discharge of 4,870 GPD.
Please note: It shall be the owner's responsibility to provide the adequate grease
interception devices for all food service facilities, in order to ensure that the system meets the
criteria of the Water and Sewer Authority of Cabarrus County and the State ofNorth Carolina.
At this time, the City's downstream wastewater collection system has the capacity to
accept the requested commercial flow. The City of Concord, however, will not guarantee the
acceptance of any future flow requests or changes in the nature of the 'flows associated with this
private system.
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private sewer system. The entity to whom the sewer extension permit
is issued will be responsible for complying with North Carolina Administrative Code 15A,
NCA.0 2H .0227. Please review this section of the Administrative Code prior to submitting your
application to the State. If the permit applicant is unable to perform all of the operation and
maintenance duties required by the State's Administrative Code, a private sewer extension
should not be requested. The City reserves the right to disconnect the subject sewer extension
from the City's ,wastewater collection system if improper operation and maintenance of the sewer
Alfred M. Brown Operations Center
City of-Concotd • 85) Warren C Coleinan Blvd e PO Box 308 • Concord North Carolina 29026
1704) 92:1-5425 • F. [phone] • IDD 1,900-735-8262 • u,u7:oximnwrd,?xus

system leads to sanitary se er overflows
violations of aany ordinances or policy's.
s jaste dtr collection s\➢stem or
The a° n is engineer shall certify that the sewer system has been installed. in cccrd tact
CC and State standards prior to the acti\. ati n ofthe et r sirar e 1~i is i ttcir snail tint be
construed as an Authorization to Construct by the City of Concord..
Sit cerel,
CITI OF CONCORD
Sue Hyde
Director of Engl.
Project No. t3[ 1 v (.
Environmental Tie,
NCPE
Copy:
ark Fu\vlerWastewater Res. ur es Department'
r aret Pearson, Development Sez vice Department
Sincerely,
CITY OF CONCORD
T. i k Foy
Director of Wasteraatr Dernezt
elal Center sanitary Se>etrat
16 North 1 ain Street, Suite 204, C.. nelins NC 28031,inn: J tic r , D. Lund.)^,

Re: [Fwd: Perm t for a 4" Sewer Lateral]
uir.ed
Subject:
Permit for a 4" Sewer:` Lateral
From:
Date:
t 5 Oct 2005 11:11:57 -0400
`['o:
To:
"Don Allen. and Assoc:
Dee,
Per our cc,>nversati
four inch sewer
the attached Ldi is the
sewer lateral for the two lui,>di.rigs.
is
The buildangs have 11 units erch(4 'units
the
eachand 7
1540 st each.), therefore yielding a. total. of 22 units
/ 70% warehouse,
- 3 employees.
fouru occupancies. We are
hour one bathroom
per !""; 2, t. s. e d ,
of a sale with
fifth occupancy when the City of Concord, Sherri Moore,
`t
about the State perms ,. for the sewer lateral. Pau we need to send
a _r u, awry 11..E atio r r e project.
Jaffrey D. Lundy, PE
/*/Environmental Des
20Eil6 N. Main St., S
PA/'""//*/ *,%
204
IqI
2of3
)'2406 9:3,; AM

Re: C rr : Permit `or it 4 "' Se p
)mTun
Corr.e ius, NC 28031
Tel.: U4-896-802C
Fax: 701-8cs2 3479
ryet:r l es: Landscape 2srch.iteci:Mure, Cl. rll Engineering, Land
vey.ir g
T1'1m e e: tr nic Ccmrr`cunlcat1en, 1ri° .._,? 3.ng ail attachments, is
intended only for th . named addressee (s) and may contain
confidential infor.mat.i~n. This ele ctre..:n to comnuni' tion may not
have passed through our standard review/quality control.
use,
cat'
and .re^corn enda
ei.n are provided as
r of convenience and should not be used tor final design.
final,
the named addressee l
If ', a rave r.cre ed i'r%s1{ct'r .^r is
please notify the sender by return. e-mail and delete
orl• ircl, C::crnmut x.cation from your system. Thank you.
s,,
Pee Browder -
North Carolina Deb
v. of Water Quality
Center Ave., Suite 301
Mooresville, NC 281
Ph: 704.663.169
Natural Resources
Fax: I04.663.6040
1/102006 9:33 AM.

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
December L. 2005
Odell Business Center Condominium .Association, Inc.
Post Office Box 1235
Cornelius, NC 28031
Attn: Mr. J. Kevin Hogan
a city meeting the future..
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Odell School Center Sanitary Sewer Lateral Project Number 2001-029
Sanitary Sewer Extension
Dear Mr. Hogan:
This letter is to confirm that on October 11 , 2005, our office received the application
package consisting of the engineering plans and specifications, by Jeffery D. Lundy, NCPE, of
the Environmental Design, PA., for the Odell. School (enter Sanitary Sewer Lateral project
consists of approximately 202 linear feet of 4-.inch sanitary sewer and associated appurtenances
to serve the 40,584 square feet of commercial office space located. off Odell School Road with an
average domestic/ commercial wastewater discharge of 4„870 GPD,
Please note: it shall be the owner's responsibility to provide the adequate grease
interception devices for all food service facilities, in order to ensure that the system meets the
criteria ofthe Water and Sewer Authority of Cabarrus County and the State of North Carolina.
At this time, the City's downstream wastewater collection system has the capacity to
accept the requested commercial flow. The City of Concord, however, will not guarantee the
acceptance of any future flow requests or changes in the nature of the flows associated with this
private system.
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private sewer system. The entity to whomthe sewer extension permit.
is issued will be responsible for complying with North Carolina Administrative Code 15.A.
.NCAC .21-1 .0227. Please review this section of the Administrative Code prior to submitting your
application to the State. If the permit applicant is unable to perform. all of the operation and
maintenance duties required by the State's Administrative Code, a private sewer extension.
should not be requested. The City reserves the right to disconnect the subject sewer extension
from the City's ,wastewater collection system if improper operation and maintenance of the sewer
Alfred M. Brown Operations Center.
City of -Concord • 850-Warren C Cokman Blvd • RO, Ba(308 * Conmrd„ North &mina 2.(D26
(7(4) 92.1-5425' • RIK (704) 7.8 6- 45 21 • TDD1-800-735-8262 • u,7kr.ttciatricorzLitc us

system leads to salutary sewer overflows within the City's wastat eT collection system or
violations of any ordinances or policy's.
The owner's engineer shall Lert1f that the sewer system has been installed in accordance
with WSACC and State standards prior to the activation of the extension, 'This letter shall not be
construed as an Authorization to Construct by the City of Concord.
Sincerely, Sincerely,
CITY OF CONCORD
(N.k.
M. Sue Hyde
Director of Engineeting
CITY OF CONCORD
Ti Mark Fowler
Director of Wastewater Department
cc:
Project No.: 2001- 029 Odell School Center Sanitary Sewer lsateral
Environmerital Desi P.C., 20816 North Main Street, Suite 204, Cornelius, NC /8031, Attu: Jeffery D. Lundy,
NCPE
Elec. Copy:
Mr, Mark Fowler, Wastewater Resources Department
Margaret Pearson, Development Services Department

Page 1. of 1
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Secretary
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SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919)807-2€ 00
Date: 1/9/2006
Click here to:
View Document Filings 1 .Annual Report Count
Corporation Names
Name Name Type
NC Odell Business Center
Condominium Owners Legal
Association, Inc.
Non -Profit Corporation Information
S©SIQ:
FIB:
Status:
Date Formed:
Citizenship:
State of Inc,:
Duration:
Registered Agent
0807023
Current -Active
10/10/2005
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Hogan, J. Kevin
18611 Stonecreek Drive
Cornelius NC 28031
18611 Stonecreek Drive
Cornelius NC 28031
18611 Stonecreek Drive
Cornelius NC 28031
18611 Stonecreek Drive
Cornelius NC 28031
For questions or comments about the North Carolina Secretary of States web site, please send e-
mail to Webmaster.
http://www.secretary.state.ncxuslCorpora
Ins/Corp.aspx
riId=7836398
1/9 2006

Sewer Pipe Calculations
Domestic Water Service Calculations
Flow Rate
1 Bathroom per Unit
11 Units. per Building/2 Buildings
9 Fixtures per Unit * 22 Units 198 Fixture Units
198 Fixture Units = 65ga1lmin
658a1/min *'0.002228 conVeriion factor =11(144SeM
References:
9 Fixtures per Units+, (North Carolina State Building ('ode, Volume II, 1980 Edition,
Section 1304 pg. 13-4, 'rabic 1304,2 —Fixture Units per Fixture or Group)
198 Fixture Units = 65ga1lmin,,., (Rules Governing Public Water Supplies section .0600
Trough ,2600 of the North Carolina Administration Code Title 10 Department of Human
Resources Chapter 10 Health Senices: Environmental Health Subchapter 10D Water
Supplies)
Manning Pipe Calculator
Given Input Data:
Shape Circular
Solving for ...... _........... Depth of Flow
Diameter 4.0000 in
Flowrate 0.1448 cfs
Slope 0,0125 ft/ft
Manning's ri 0,0130
Computed Results
Depth 2.4203 in
Area ........„.________. 0.0873 ft2
Wetted Area 0.0552 ft2
Wetted Perimeter 7.1301 in
Perimeter 12.5664 in
Velocity 2..6222 fps
Hydraulic Radius 1.1153 in
Percent Full 60.5073 %
Full flow Flowrate .___.,__. 0.2128 cfs
Full flow velocity 2.4382 fps
Critical Information
Critical depth .._..........,_, 2.5933 in
Critical slope 0.0100 ftlft
Critical velocity 2.4088 fps
Critical area 110601 ft2
Critical perimeter 7.4697 in
Critical hydraulic radius 1.1588 in
Critical top width 4.0000 in
Specific energy 0.3083 ft
Minimum energy 0.3242 ti
Froude number 1.1373
Flow condition Supercritical

Re: [Fwd: .Permit for a 4'' Sewer Lateral]
Subject: Re: [Fwd: Permit for a 4" Sewer Lateral]
From: "Marie,Dokloviegnemail.net" <Marie,[e-mail]>
Date: Tue, 1 Nov 2005 21:42:19 -0500 (EST)
To: <Dee..Browdergncmail.net>
T. think they should use the square footage x 120 gpd/1000 ft sq. for
this calculation to show that the more conservative number will work
for a 4-inch line.
----Original Message --
From: Dee.Browdenemail,ret
Date: Nov 1, 2005 15:51
To: "Marie Doklovic"<ma-'e [e-mail]>
Subj: Re: [Fwd: Permit for a 4&quot; Sewer Lateral]
1 person. per 400 square feet is the number used for the calculation.
tor
the 4" inch line varience
This is the number that they are using since the building uses and
occupancy is unknow at this time
DEE
Marie Doklovic wrote:
Permit the existing shared line and ask for a variance for 4-inch.
flow calculation is needed to support the request. A permit should
have been obtained in the first place.
Dee Browder wrote:
Ithe. 4 inch is exisiting and they want to add a 5th. building
'tenant
to the line
What is done for this combination
thanks
DEE
Marie Doklovic wrote:
Same thing - 2 buildings, shared line, needs permit. Minimum size
._here common.
Dee Browder wrote:
Here is another one of these
Let me know what you think
DEE
1 of 3 I/10/2006 9:33 AM

Odell School Center Q0029684
Subject: Odell School Center - WQ0029684
From: Marie Doklovic <marie.doklovicgncmaitnet>
Date: Thu, 26 Jan 2006 14:01:28 -0500
To: j.lundy@edpanet
CC: Dee Browder <Dee.Browder(a)ric aitnet>
Dear Mr. Lundy:
I'm reviewing the information provided for the variance request to keep an installed 4-inch sewer line for
this project. We have comments about the following items:
1. There are several state requirements pertaining to sewers, those that are regulated by the local
building inspector in conjunction with environmental health and those that are regulated by the
Division of Water Quality (DWQ). DWQ regulates any sewer system collecting from more than
one building, any sewer system serving a single building where the line crosses another property or
any sewer system serving a single building where the line travels parallel to a street right-of-way.
Per DWQ regulation, the minimum size sewer line serving multiple buildings is 6-inches. We
understand the construction of this project and our permitting requirement was an oversight and
thus the request to keep the 4-inch line. The 4-inch line may have met building code standards for
a single building lateral, but it does not meet DWQ standards.
2. The sewer pipe calculations are based on fixture information and not Division of Water Quality
regulation flow rates. Please revise using the (to be) permitted flow of 4,870 gallons per day.
3. The calculations are not. sealed by a registered engineer per Board requirements..
4. The calculations reference old building code and NC administrative code we have not heard of or
could locate,
5. It is unclear if the calculation accounts for peak flows. A minimum peaking factor of 2.5 is
required.
6. It was indicated in E-mails with our regional office that four spaces have already been occupied
and a fifth is near. Indicate the types of businesses that have leased this space.
7. Indicate how this project is related to the Pecan Hills Subdivision as the applicant's certification
references this other project.
8. Section C of the Fast -Track application needs to be completed..
9. Item B(2a) and B(2b) in the permit application are conflicting. The Articles of incorporation and
the Declarations seem to indicate that units will be sold to owners and not leased. If this is the
case, a completed HOA Operational Agreement will need to be executed and submitted per the
application instructions. The Declarations will need to be amended to include the appropriate
language as required by the agreement
10. Indicate if the incoming sewer to COX3 is really at 24.69% as shown in the profile. The plan view
states a 1`)/0 slope,. It would be expected that anchors were placed on that pipe or blocking at COX3
to prevent joint separation due to the steep slope coming in and the 90 degree bend at this point.
1. of 2 2/20/2006 3:18 PM

Odell School Center - WQ0029684
Please make corrections and forward changes to my attention at 121VVQ-PERCS, 1617 Mail Service
Center, Raleigh, NC 27699-1617 so we may further evaluate the variance request. Please respond no
later than February 27, 2006 to avoid having the application returned as incomplete.
Thank you for your assistance.
Marie Doklovic
Marie Doklovic <mariedek 10\iC(ii) ncirtail.net>
Envirotituentat Engineer
PERCS Unit
DENR Division of Water Quality
2 i:)f 2
2,70/2006 3: 18 PM