WQ0029241_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
August 31, 2005
Mr. Mike Propst, Member
Colonial Square — Concord, LLC
48 Morton Ave.
Concord, NC 28025
Subject: Permit No. WQ0029241
Allen Tate Office
Colonial Square -Concord, LLC
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Propst:
In accordance with your application received on August 15, 2005, we are forwarding herewith
Permit No, WQ0029241, dated August 31, 2005, to Colonial Square -Concord, 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
One
NsjithCarolina
Aaturally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o,enrstate.nc,us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% RecyciedrlY% Post Consumer Paper

Mr, Propst
Page 2
August 31, 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 Colonial Square -Concord, LLC for the construction and operation of approximately 130
linear feet of 6-inch gravity sewer as part of the Allen Tate Office project, and the discharge of 425
gallons per day of collected domestic wastewater into the Water and Sewer Authority of Cabarrus
County existing sewerage system, pursuant to the application received August 15, 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 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, conforrning 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,
22 14
for Alan IN, Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Cameron Penfield, P.E.A. of North Carolina, Inc.
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 perrnit 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.

:.;,,:n!Ark'Y'AVNINeMtAlf.t ,
4014Ukit* „ fitMWSVWPCIVW.A.NV,PAre7wirr'' 'vverovul
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 perrnit 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 Permilling 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 faci ity.

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 it 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 31st day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klim, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029241

Fast Track Engineering Certification
Permit No, WQ0029241
August 31, 2005
Complete and submit this form to the permit issuing regional office with the fol owing:
• 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 Ej Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, El weekly, 0 full time) the construction of the Allen Tate Office,
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 ofWater 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.

Permit Number id' Q0029241
Program Category
Non -discharge
Central Files: APS SWP_
08/29/05
Permit Tracking Slip
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee,browder
Permitted Flow
425
Facility
Facility Name
Allen Tate Office
Location Address
Owije
Owner Name
Colonial Square -Concord LLC
DatesIFvents
Scheduled
Orig Issue App Received Draft Initiated Issuance
08/15/05
Regulated Activities
Status
In review
Version
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Major 'nor
Minor
Region
Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non-Govemment
Owner Affiliation
Mike Propst, member
Public Notice Issue
C.ommercial or industrial, other
Wastewater collection
Outfall NULL
Effective
Additional information requested
Additional information received
Expiration
Waterbody Name
Stream index Number
Current Class Subbasin

►IL -MAR REALTY
NCDENR
Colonial Square:Permits
Checking l 8020291 Sewer Easement Permit
8/11/2005
11146
400.00
400 00

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North Carolina
DEPARTMENT of THE
SECRETARY OF STATE
Po Box 29622 R.a[eigh, NC 27626-0622 [phone]
Date: 8/26/2005
Click here to:
View Document Filings I
Corporation Names
Name
NC Colonial Square -
Concord, LLC
NC Colonial Realty Limited
Partnership
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FIID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
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Registered Office Address:
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continents about the North Carolina Secreta
Propst, Michael L.
48 Morton Avenue
Concord NC 28025
P. 0ro Box 346
Concord NC 28026-3046
48 Morton Avenue
Concord NC 28025
P. 0, Box 346
Concord NC 28026-3046
e's web site, please send e-mail to Webmaster.
http://www.secre-ta
.state.nc.us%Corporations/Corp.aspx?Pite
d. 155697
8/26/2005

Rug
24 Years of Ser i 1981
R. , . Job #:05-007
ate AuAugust 26, 20 5
To: Dee Browder
Company C4
Time to 1:26 PM
FAX umber 704-663-6040
From:Cameron Peld
Com
.A. of North Carotina, Inc
1409 East Boulevard
Charlotte, NC 28203
[phone]
(7 4) 373-1363
llrp. de,e
Numb er f Pages
Name title you requestr k 1 rt, tiger ember
Attache . i ict you e(

Aug 26 05 02:25p P.E.R. of North Carolina 704-373-1363
WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
August 12, 2005
W. Brian Hiatt
City Manager
City of -Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request
Allen Tate Office 6-incb Private Sanitary Sewer Lateral
p . 2
S''• CPO "I
eLV/G) S°'"
Office: 232 ()Aviciwn
Concord, NC 28027
O pox 428
Canc.ngcl, NC 213026-0
nom. 704.7136.17u
Fox: 7'04,795.156'4
Dear Mr, Hiatt:
This is in response to the subject request for flow acceptance received 8/5/05. 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 and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed Allen Tate Office
Private Sewer Connection, WSACC agrees to accept wastewater from the proposed 6-inch Private
connection based on information provided by P.E.A. of North Carolina, Inc_ (Civil Bngineer for the
project) using North Carolina Department of Environment and Natural Resources (NCDENR)
wastewater flow guidelines. The projected flow is 425 gpd; however WSACC expects the actual
wastewater flow to more closely approximate 340 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 he subject to situations that WSACC does not expect or control. Based

Aug 20 05 02:27p P.E.A. of North Carolina 704-373-1363 P.1
City ofConcord
Allen Tate Office Private Sewer
August 12, 2005
Page 2 of 2
If construction of this project is not started within two (2) years of the date of this approval,
the approval is rescinded and al scooted request and approval will be required. Please notify:
WSACC, in writing, when consnuetion of this project is initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
Van Rowell, P.E,
Utility Systems Engineer
cc: WSACC Engineering Staff
Shoni Moore/Concord
Cameron Penfield, P.E.„T.E.A. of North Carolina

P.E.A. of North Carolina, Inc.
Consulting Engineers andLand Surveyors
140.9 East Boulevard/Charlotte, NC 28203
[phone] [phone] (FAX)
Cameron W. Penfield, P.E.. P.L.S.
Email: Cam@peaafnc,com
24 Yea 1t of Service
19S1o 2004S
To: NCDENR
610 East Center Street, Suite 301
Mooresville, NC 2811.5
Gentlern:
Enclosed you will find '2
© Drawing No,
copies of
August 12, 2005
Job No. 05-007
Q Fast Track Application for Gravity Sewers
RI Check from. WilMar Realty for $400 (Ck # 11146)
USGS color map showing location of site.
This information relates to• .Allen Tate Office Building - Colonial Sc uare - Phase 1
0 As requested by
RI For your review and approval for gravity sewer permit
El
Yours very truly,
P.E.A. of North Carolina, Inc.
Cameron W. Penfield, P.E.,
CC:

CK APPLICATION for ( ITY SEWERS, PUMP STATIONS, ANI ICE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) IACC), 2-
,
1. Owner:
a Colonial Square - Concord, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
z lb. MIKE PROPST
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing official
lc. The legal entity who will own this system is:
Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership X Corporation 0 Other (s
ld. 4 Morton Ave.
Street Address
Z if North Carolina 1 g. 28025
Z State Zip Code
0 lh. 704-784-4900
ottl— Telephone Facsimile
(.) 2. Project (Facility) !nformation
a. 2a, alien Tate Office
0
Concord
1j. mpropst@vnetnet
E-mail
2b. Cabarrus
Brief Project Name (permit will refer to this name)
3. Contact Person.'
a. Doyle Roach - Project Manager
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-552-2338 3c. droach@carmelcontractors,co
Phone Number E-mail
County Where Project is Located
1 Project is X New 0 Modification (of an existing permit) If Modification, Perrnit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. 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(10-11) that has already been included in the original permit,
2. Owner is 0 Public (skip to Item B(3)) X Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
X Retaining Ownership (i.e, store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item 9(2b))
WSACC
0 Public Utility (Instruction III)
D Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, WSACC Rocky River WWTT 4b. NC 0036269
Name of VVWTF VVWTF Permit No.
5a. WSACC f5b. 8"
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
O School
0 Restaurant
x Office
0 Car Wash
O Institution
O Hospital
O Church
O Nursing Home
O Other (specify):
Permit Number of Downstream Sewer (if known
7. Volume of wastewater to be permitted in this project: 425 gallons per day
8. If the permitted flow is zero, indicate why.
O Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
% Domestic/Commercial
% Industrial
% Other (specify):
FTA trio; - Rev 7 04/04

0
CK APPLICATION for ( 'ITV SEWERS, PUMP" STATIONS, ANI ICE MAINS PACE 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 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).
8200 Sq. Ft of Office / 500 SF per person = 17 people
17 people x 25 GPD = 425 GPD
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6"
Length (feet)
130 LF
ENTER TOTAL LINE LENGTH IN MILES 0246 Miles
Summary of Pump Stations to be Permitted (attach additional sheets as necessary) N/A
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flo
(MGD)
Operational Point
GPM' rii TDH
Gravity or Force Main
use the pull down menu)
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 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?
X 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No X N/A
Sedimentation and Erosion Control Plan? X Yes ❑ No ❑ N/A
Stormwater? X Yes ❑ No 0 N/A
FTT'A 02101 - Rev. 7 04/04

CK APPLICATION for ( "ITV SEWERS, PUMP STATIONS, ANI tCE MAINS PAGE 5
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 asl
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:
El A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
El 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)
Name of
Waterbody
Waterbody Stream Waterbody
County River Basin Index Classification
Submit the . " x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
la,
1, 1 Mike Propst attest that this application for Sanitary Sewer Extension to service Allen Tate Office Building
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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 violation,
Signing Official Signature
2. Professional Engineer's Certification:
Z 0 I attest that this application for Sanitary Sewer Extension to service Allen Tate Office Building 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
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Cameron Penfield, PE
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
C • °
Professional Engineer Name
7-/
2b. P.E.A. of North Carolina, Inc.
Engineering Firm
2c. 1409 East Boulevard
Address
2d. Charlotte
City
2g, 704-377-4349
2e, NC 2f. 28203
State Zip
2h. 704-373-1363 2i. cam©peaofnc.com
Telephone Facsimile E-mail
Date
C:\PEA DocurnentsINC DNR\05-4107 San Swr Fast TrarLdor
Seal, Signature & Date
FTA - Rev 2 04/04

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager a city meeting the fu ure_
M. Sue Hyde, P.E•, Director of Engineering
August 3, 2005
Colonial Square- Concord, LLC
48 Morton Ave,
Concord, NC 28025
Attn.: Mr. Mike Propst
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Allen Tate Office 6-inch Private Sanitary Sewer Lateral Project 'Number
079
Sanitary Sewer Extension
Dear Mr. Probst:
This letter is to confirm that on July 20, 2005, our office received the application package
consisting of the engineering plans and specifications, by Cameron Penfield, NCPE, of the
P.E.A. of North Carolina, inc., for the Allen Tate Office 6-inch Private Sanitary Sewer Lateral
project consists of approximately 130 linear feet of 6-inch sanitary sewer and associated
appurtenanees to serve a commercial office with an average commercial wastewater discharge of
425 GPD located off Concord Parkwa:,, ;US 29.
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
NCAC 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
torn the Cityls wastewater collection system if improper operation and maintenance of the sewer
system leads to sanitary sewer overflows within the Citv's wastewater collection s:,,:stemor
violations of any ordinances or policy's
Alfred .M. Brown Operations Center
Cthr ofronconi S;-33'N'atrtro Colcrnan Blvd a PO 3ox 308 a Ccracori North (11',,,',1thihra '8026
-S6- 452'1 • TLAD -oS262 ,...var„..-,-...i.rorkt,trincls

The City o Concord must be present to obsez e the cot tecti n of this private system, it
order to meet the Standard: pec ficatit its for Taste seater Collection and Water Distribution for
Cabarms County. Contact Phillip Kinusland. Construction Administrator. at (70) 920- 04 at
least 48 hours prior to the initiating system co e . on.
Theowner s
e.er shill certify that the set er s "stag has been installed za accordance:
ith `a 'fSACC, and State i . d r is prior to the activation - extension,
This later shall not be construed as are Authorizanon to Construct by the City of Concord.
11 applic kb permits associated with this project must be obtained and copies must be
presented on site prior to commencement cement of the'work
Sit unruly',
CITY OF CONCORD
iqu Blat
Deputy ° City Enuineer
( arb0n Copy:
Project o.: 2001- ? llen Tate Office ce h in 1a Private Sanitary Sex y°er xterasiet
REA. of North Caro in.
Sinuer
CITE' F CONCORD
T. Sri ark Fowls
Director of Wastewater ater Iep et t
Inc:, 1409 East Blvd. Charlotte, NC
1c i*c rv°3 r. 'r Resources Department
Pearson, De Prrzcrzt Service Department
Ph I*,.inusland, Construction Administrator
Attn: Cameron Penfield, NCPP'

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WGSB4 6O500O' W
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