WQ0033234_Regional Office Historical File Pre 2018

City of Belmont
Dee Browder
Surface Water Protection Section
Mooresville Regional Office
6:10 East Center Avenue, Suite 301
Mooresville, NC 2.8115
Subject:
COSMC Sanitary Sewer Extension
Permit # WQ0033234
Dear Ms, Browder.
115 N. MAIN STREET
POST OFFICE BOX 431
BELMONT, N.C, 28012
PHONE [phone]
Contact'
Jerry Hatton
[phone]
jhatton [e-mail]
March 21, 2011
The city has been advised by Mr. Robert C. Olson of COSMC Investments LLC that they are
abandoning the proposed development of the subject project. Accordingly, we are requesting
trtat the Division of Water Quality withdrawal the sewer construction permit approval.
If the property gets developed in the future, the city will require the developer to prepare new
plans and sewer permit application.
Should you have any questions, please feel free to contact me at the phone number or email
address indicated above.
Thanks for your assistance.
Sincerely,
Gerald E. Hatton, PE
City Engineer
.,gyres
Garry Webb
David Isenhour
Chuck Flowers

[Chad1 EaSley, Governor
William G. Ross Jr. Secretary
North C.;iirolina Department of Environment and Natural Resources
(Token Direetor
Division of ‘,Vitter Quality
July 29, 2008
Mr, Barry Webb, City Manager
Town of Belmont
115 North Main Street
Belmont, NC 28012
Subject: Permit No, VV00033234
COSMC
Wastewater Collection System Extension
Gaston County, North Carolina
Dear Mr Webb,
In accordance with your application received on July 15, 2008, we are forwarding herewith
Permit No W00033234, dated July 29, 2008, to the Town of Belmont 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2T ,0403 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 2T; 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, N. 2S11.5
Internet www,numwateronality.org Customer Service: -877-623-6748
An Equal OppoilunitylAffirmate Action Employer 50% Recycled110% Post Consumer Paper
Phone' (704) 663-1(0,)9 Fax: [phone]
oFie
NcqhCarolin.a
Aaturally

!IiMr 0/ebb
rPage 2
JO 29, 2008
I accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 540 linear feet of 8-inch gravity sewer and
the discharge of 1,675 gallons per day of collected domestic wastewater into the City of Belmont
existing sewerage system in conformity with 15A NCAC 2T; 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 City of Belmont
WWTP (NPDES No, NC0021181) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the City of Belmont, Belmont must utilize whatever tracking tools necessary
for planning additions of sewer flow in order to maintain compliance with the VVVVTP permitted limits,
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,
Since eiy,
,4<_„
jar Coleen H, Sullins
cc: Mooresville Regional Office, Gravity Sewer Permit File
Steve Wilson, Landworks Design Group, PA
Surface Water Protection Central Files
PERCS

!Pr
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 2T; 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
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.

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.
Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7 A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities,
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

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 () - 3 8 or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form O - O (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 0 - 0 (or the most
current Division approved form) care also be completed to show that the SSO was beyond
control
Permit issued this the 29th day of July, 2008,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT CO MISSION
for• Coleen H., Sullins, Director
Division of Water Quality
By Authority of the Environmentl Management commission
Per it`Number NVQ0033234

Vast Track Engineering C
Permit No, WQ0033234
November 5, 2007
Owner/ WQCS
Barry Webb, City Manger
Town of Belmont
115 North Main Street
Belmont, NC 28012
tion
PE
Steve Wilson
Landworks Design Group, PA
8016 Tower Point Drive, Suite 110
Charlotte, NC 28227
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 Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, El weekly, E full time) the construction of COSMC, a Gaston 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 2T; 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Ovvne�P�mn��em:
�
Full Legal Name (cmnopany,municipality, HOA.utility, etc)
1h. _ _ Mr. 8mrry^Vehb-City»xmnaJor
Application Number:
(to ue000p|eteumyDvvO)
Signing Official Name mndTble(Please review 15ANCAC2T8108(b) for auihm6ze0signing qfficia|e0
1c The legal entity who will own this system is:
[I Individual 0 Federal F1 Munidpality R State/County D Private Partnership El Corporation M Other (specify):
1d. P.O. Box431
Mailing Address
it NC
State
1h. 704-825-5580 1i 704^825_0514 1j,
Telephone FaouhnUe
2 Project/Facility) Information:
2e. CO8�C
___ _
Brief Project Name (permit will refer {othis name
3, Contact Person:
3a, Steve Wilson, PE. -LondwovksDeng[���=�2LEA
Belmont
fbelmont
2b� Gaston
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 7U4-841'16O4 3r. U | dworks
Phone Number E-mail
- - ' -' ' ' - --'' '---'- ----------------- -'
1. Project is r�q New El Modificafion (of an existing permit) If Modification, Permit No.,,
2, Dwnerie0-�Public (skip to Item B(3)) Private (go to Item2(,�))
2a, If private, applicant will be: 2b, If sold, facilities owned by a (must choose orte)
Retaining Ownership (ie`store, church, single office, etr.)ov
El Leasing units (lots.townhomes.etc, 'skip to Item B(3))
EJ Selling units (lots, townhomes, etc, - go to Itern B(2ib))
|
Homeowner Assoc./Developer (Instruction D)
Public Utility (instruction C) .
3. _ _� of8ehn�n
OwnorofVVao��a��Tr atmenKFaoD��;NVVTF)TrewhnDVVa�ep�erFmmTh�Pm�c
_ _ __ _
4@�_ity^of BwnmnmtVVVVTP 4b� NG8021181
NamomfVVVVTF VVVVTFpemoitNo,
' -- -- - '
5m, City of mon��_____ __5b. Gravity
0wncrcfDownotpemm3ower Receiving Sewer Sizm[]Force Main ' Permit #mfDownstream Sewer (instruction E)
0 The origin of this wastewater ie(check all that apply).
Residential Subdivision
Apanmonus/CondooiniuPis
Mobile Home Park
School
LJRestauran/
M Office
L_� Retail (Stores, shopping centers)
El Institution
Hmopiby|
Church
Nursing Home
Other (specify)_
1100 Y6DomnsdcxCommmnia�
. �& Industrial (attach
� description.)
| (RO:contact your Regional Office
Pretreatment staff)
7 Volume mfwastewater |o beallocated 9L_pprmdtedfor thsparticular pmjeut� _1,675 gaUunspmrdny
*Do not include future flows orpreviously permitted a|liooationo
8If the permitted flow is zero, indicate why:
Ll Pump Station, 0utfall or Interceptor Line where flow will be permitted in suhsequent permits that connect to this hne
LJFlow has already been allocated ioPermit No,
_
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC, de
termine
permit is reqUired)

9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or purnp station sizing if a reduced or zero flow is being requested in
Item B(7)„ Values other than that in 15A NCAC 2T „0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
16,750 Square Feet office space with 4 employees / 1000 sq ft = 67 employees total
67 employees @ 25 GPD = 1,675 GPO
10, Summary of Sewer Lines to he Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
540
New Gravity or Additional
Force Main
Gravity
niary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
M Pump Station Location ID
0
0
z
0
0
u.,
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
1 - permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/ATS: Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
ct Pump Station Location ID
LU
CL Design Flow
Operational Point Power Reliability Option
(MGD) 1 - permanent generator MATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
(self chosen - as shown on plans/map for reference
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Ej Yes Z No If Yes, permit number of 2nd treatment facility'
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system complywith 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 Chapter 2T as
applicabie?
0 Yes El 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
1 TA12/07 ver2

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 401Certification? LJ Yes Ej No t N/A
Sedimentation and Erosion Control Han? Ej Yes D No [J N/A
Stormwater? E Yes E No LI N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)J involve aerial lines, siphons, or interference
manholes)? These lines will be considered high io ' and must be checked once ever 'x onths
Check if Yes: and provide details
1. Owner/Permittee's Certification: (Signature of Signing Officialand Project Name)
I, Barry! Webb attest that this application for Carolina Orthopaedic and Sports Medicine Center (COSMC) has!
been reviewed by me and is accurate and complete to the best of my knowledge. 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 subjeci to being returned as incomplete, Note: In accordance with North Carolina 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 guiltyof a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as web as allies up (7*, $2'5„0 0 per violation,
la.
Signing Off Signature
C 6:2
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR. TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
cal TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 1 5A NCAC 02T ,0305
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Steven S. Wilson attest that this application for COSMC has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and alt other supporting
documentation to the best of my knowledge, 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
O Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of This submittal package, 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 web as civil penalties up to $25,000 per violation.
2a. Steven S. \Nilson
Professional Engineer Name
2b, Landworks Design Group, PA
Engineering Firm
2c, 8016 Tower Point Drive, Suite 110
Mailing Address
2d. Charlotte 2e, NC 2f, 28227
City State Zip
2g, 704-841-1604 2h. 704-841-1173 2i, swilsontkiandvvorkspa,com
Telephone Facsimile E-mail
NC PE SeaD, Signature Date
FTA12/07 vcr2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: City of Belmont, NC
Project Name for which flow is being requested: COSMC — Belmont, NC
More than one FTSE- 10/07 may he requiredftw a single project if the owner of the 13117P is not responsible for
pump stations along the route of the proposed wastewater flow
1. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: city of Belmont WWTP
b. WWTP Facility Permit #: INC0021181
All flows are in MGD
c..WWTP facility's permitted flow 5.00
d. Estimated obligated flow not yet tributary to the WWTP 0.30
e. WWTP facility's actual avg. flow 1.30 (Dec 2007)
f. Total flow for this specific request 0.00168 (1,675 gpd)
g. Total actual and obligated flows to the facility 1.61
It Percent of permitted flow used. 32%
'El. Complete this section for each pump station you are 'responsible for along the route of this
proposed wastewater flow.
List pum.p stations located between the project. connection point and the WWTP
Pump Station Name
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
No pumps stations between project and WWTP
111. Certification Statement:
1, Barry L. Webb, certilY that, to the best airily knowledge, the addition of the volume of wastewater
to be permitted in this project has been evaluated along the route to the receiving wastewater treatment
facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer
overflows or overburden any downstream pump station en route to the receiving treatment plant under
normal circumstances. This analysis has been peribnned in accordance with local established policies and
procedures using the best available data. This certification applies to those items 'listed above in Sections 1
and II for which 1 am the responsibl • attire of this form indicates acceptance of this
wastewater flow,
erk'
Signing Official
Dale

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81 °3'd"W
USGS
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81°2'30 W
81 °2'30"W
B E L M O N T
81 "2"O"W
81 `2'©"W
35° 15'26"N
81"3'16'W'! Map Ext n1 61'0'42"W
35e13`54"N
81°1':30"W'
81°1'3Q"W
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0 The
National
Map
hnp //nationalmop,pov/
Geographic Coordinate System (WGS84)

861016 TowerrtsDesign Point OGriroveupiAuPitell0
Charlotte, NC 28221
Memorandum
Date: July 7, 2008
To: Dee Browder
liqkb
Telephone: [phone]
NC DENR
4
NCDENR — Division of Water Quality DWQ-Surface V,Ver Proi,c ion
Mooresville Regional Office
From: Steven S. Wilson
Project: COSMC — Carolina Orthopeadic and Sports Medicine Center
Job Number: 06032
Subject: COSMC — Fast Track Application
Dear Ms. Browder:
On behalf of Barry Webb and The City of Belmont, NC we are submitting an application package for the
construction of "COSMC — Carolina Orthopeadic and Sports Medicine Center". Enclosed please find
the following for your review and approval:
• The original and one copy of the Fast -Track Application form. (FTA 12/07)
• Review fee in the amount of $480 from Landworks Design Group.
• Project narrative
• Flow Tracking Acceptance (FTSE 10/07)
• USGS 8.5" x 11" Color Map
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we may aid in your review, please feel free to contact me at 704.841.1604.
Yours very truly,
Landworks Design Group, PA.
Steven S. Wilson, P.E.
JUL 0 8 2008

Landworks Design Group, P.A.
8016 Tower Point Drive, Suite 110
Charlotte, NC 28227
Project Narrative:
Telephone: 7-1604
Facsimile: 7Q4-841-1173
The proposed Carolina Orthopaedic and Sports Medicine Center (COSMC) will include a total of (2) two
buildings with 16,750 square feet of office development, This project will consist of approximately 540
LF of 8'° sewer which will connect to an existing public sanitary sewer extension. The estimated sewage
flow from this project is 1,675 GPD based on the following calculations; 16,750sq ft of office space with
4 employees / 1000 sq ft = 67 employees total; 67 employees @ 25 gallons per employee = 1,675
gallons per day. This project will also include the relocation and abandonment of an existing 8" clay
sewer traversing the property.

.ertral F�Ies APES WP
0712 08
errnit Number
234
Permit Tracking Si p
Program Cate
Non -discharge
Status Project Type
in review New Project
Permit Type Fast Tr: ak Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Pavia e
d e. brcrwder
etmatted NOW
1675
Pic"6ity
Facility Narxre
COSMC
Lrcaticrr Address
Permit Classifiestion
individual
Per it Contact Aftlliatlon
ao Regicri
Minor Mooresvillt
County
Gaston
Facility Contact Affiliation
Owner Narrfie
City of Belmont
tes/Events
Orig Issue App Received
07/ 9/ 0'7/15/08
e filleted Activities
Quire
Wastewater co
iutf
Scheduled
ad Issuance
Owner Type
Government w Municipal
Owner Affiliation
Barry Webb
PO Box 431
Belmont
NC 28012
Pukrtic Notice Issue Effective Expiratten
07/29/08 07/29/08
Additional inftrrrrtatirzrr requested
A dditionaat Iriforrn RtIc r r wed
1faterbody ta
Index Number Curs;
CI
uhtaasi