WQ0032113_Regional Office Historical File Pre 2018

Michael E. Easley, Govern()
William G, Ross Jr., Secretary
North Car- f Environment and Natural Resources
Coleen 1 Sullins, Director
Division of 'Water Quality
August 23, 2007
Mr. Brad Cornwell, Utilities Director
City of Shelby
824 West Grover Street
Shelby, NC 28150
Subject; Permit No, WQ0032113
Shelby Airport Lift on
Wastew.a-ter Collection Sys
Cleveland County, North Carolina
Dear Mr, Stewart,
In accordance with your application received on August 1, 2007, we are forwarding herewith
Permit No, WQ0032113 dated August 23, 2007, 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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.
MooresvilleRegional Office 6 Ell East Center Ave,, Suite 301 Mooresville, NC 2811.5
Internet www,ncmwaterquality.org Customer Service, 1-877-623-6748
An Equal Opportunity/Affirmatiye Action Employer —50% Recycled/10% Post Consumer Paper
.Phone: [phone] Fax: [phone]
Ore
Nort ardina
AtitUriay

Pr, Co'rnwell
Page 2
August 23: 2007
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 for the
construction and operation of approximately 1,433 linear feet of 8-inch gravity sewer, 446 linear feet of
2-inch force main, a 35 GPM pump station (with duplex pumps, on site audible and visual high water
alarms, and a portable generator receptacle with telemetry),and the discharge of 5,000 gallons per day
of collected domestic wastewater into the City of Shelby's existing sewerage system, pursuant to the
application received August 1, 2007, and 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 Shelby's
WWTP (NPDES No, NC0024538) 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.
Since
ly,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
D. W. Odom, Odom, Hollifield & Assoc. Engineering, Inc.
Surface Water Protection Central Files
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 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 27
.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 [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 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 II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 23rd day of August 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r Coieen H, Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Nur-niter W00032113

VFast Track Engineering Certification
Permit No, WQ0032113
August 23, 2007
OwneriWQC StWWTP
Brad Cornwell, Utilities Director
City of Shelby
824 W. Grover Street
Shelby, NC 28150
PE
D W, Odom
Odom, Hollifield & associates Engineering, Inc.
152 E Main Street
Forest City, NC 28043
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 Lifted for an han es resultin in non-com liance with this lations 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
0 Partial
Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (Ej periodically, E weekly, Lil full time) the construction of Shelby Airport Liftstation, a
Cleveland 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,

APPLICATION for GRAViTY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
0
pi
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDt
z
0
1. Owner:
la, CITY OF SHELBY
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. BRAD CORNWELL, UTILITIES DIRECTOR
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) forauthorized signing officials!)
1 c. The legal entity who will own this system is:
0 Individual 0 Federal Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
Application Number:
(to be completed by DWQ)
0 ld, 824 W GROVER ST
z
0
a.
a.
Mailing Address
if, NC
State
lh. 704-484-6840
Telephone Facsimile
2, Project (Facility) Information:
2a. Shelby Airport Liftstation and force ain
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. SCOTT ROACH
le. SHELBY
City
lg. 28150
Zip Code
1j, brad,cornwe ofsheltycom
li 704-484-6808
2b CLEVELAND
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
31), 828-247-4495 3c, sco domen ineerin .co
E-mail
Phone Number
1. Project is El New Modification (of an existing permit) if Modification, Permit 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 El Public (skip to Item 8(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be. 2b. If sold, facilities owned by a (must choose ne
El Retaining Ownership (i,estore, church, single office, etc.) or 0 Public Utility (Instruction III)
Z EI Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3, CITY OF SHELBY
Owner of Wastewater Treatment Facility F Treating Wastewater From This Project
4a, CITY OF SHELBY 4b. WQ0017771
Name of WWTF WWTF Permit No.
5a. CLEVELAND COUNTY .5b. 6" Ili Gravity 15c, WQ0017771
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision Ej Car Wash
0 Apartments/Condominiums 0 Institution
0 Mobile Home Park El Hospital
E1 School El Church
Ej Restaurant 0 Nursing Home
El Office El Other (specify): AIRPORT
100 % Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 5000 GPD gallons per day
*Do not include previously permitted allocations
8, if the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to tbs line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
ETA 02103 - Rev. 3 04/05

TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H ,0219(1)(3).
Q = 200 PEOPLE / DAY x 25 GAL 1 PERSON / DAY = 5000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
446'
1433'
ENTER TOTAL LINE LENGTH IN MILES 0.625
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Floe
plans for cross-reference) (MGD)
005 MGD
LIFT STAT. #1
Operational Point
Gravity or Force Main
(use the pull down menu)
FORCE MAIN
GRAVITY
Power Reliability Option
(1- dual line feed; 2- permanent generator wiATS; 3-
GPM TDH portable generator wltelemetry; 4-wet well storage)
5GPM@ 15' TDH
2. 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
13. Have the fallowing permits/certifications been submitted for appro
Wetland/Stream Crossings - General Permit or 401 Certification? El Yes
Sedimentation and Erosion Control Plan?
❑ Yes
Stormwater? ❑ Yes
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hioh orioruty and must be checked once every syx months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will riot accept installed fines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
El No QN/A
❑No ®N/A
El No N/A
FTA 02103 - Rev, 3 04105

4:c
uJ
0
-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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:
Z A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 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 Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
la
Submit the 8.5°' x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, BRAD CORNWELL, attest that this application for SHELBY AIRPORT LIFT STATION AND FORCE MAIN 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 143-2156B, 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
civilpenaities up to $25,000 per violation,
Signing Official Signature
Professional Engineer's Certification:
Date
I, DAVID W. ODOM, attest that this application for SHELBY AIRPORT LIFT STATION AND FORCE MAIN 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, D. W. ODOM
Professional Engineer Name
2b, ODOM, HOLLIFIELD & ASSOC ENGINEERING INC
Engineering Firm
2c, 152 E MAIN ST
Mailing Address
2d, FOREST CITY
City
2g. 828-247-4495 2h, 828-247-4498
2e, NC 2f, 28043
2i,
State Zip
Telephone Facsimile davidodom@odomengineering.
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

one - Shelby Municipal Airport,USGS Shelby (NC) North Carolina Topo Sap Page 1 of 1
P 0.1 9.2 0.3 9.4 9.5 km
9 0.09 0.18 0.27 0.36 0.45 mi
35° 15' 16"N, 81° 36' 01"VV (NAD27)
Shelby Municipal Airport, USGS Shelby (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
http."//www.topozone.cot t/prinLasp?lat=35.25452&Ion=-81.60021 &s=24&size=l&u=6&la... 7/31 /2007

0enlral Files: APS SwF,
08/22/07
Number W00032113 PermIt Tracking king Iip
Program Category
(on -discharge
Status
In review
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations Pressure Sewer A
Extensions
Primary Rayiew
dee.brorder
Permitted Flow
5000
Project Type
New Project
Permit Classiffcation
Individual
Permit Contact Affifiatit n
Facility Name
Shelby Airport
Location Address
Owner
inn
Owner Name
City of Shelby
nts
Ori Issue App Received Draft Initiated
08/2 /0i7 08/22107
Regulated Activities
REastevvatcr collection
Off
all
NULL
body Name
Scheduled
Issuance
ajort mtinor Region
Minor Moores
County
Cleveland
Facility contact Affiliation
Owner Type
Government Municipal
Owner Affiliation
Brad Cornwell
PO Box 207
Shelby
NC 28151
Public Notice Issue Effective Expireticrr
08/23/07 8/2 / 7
Received Events
Aricditicrnal inform ati on requested
Ardcdif onafi inform n received
arcs Index NumberCurr nt Clas Subbasrn

ODOM, HOLLIFIELD & ASSOCIATES
ENGINEERING, INC.
[phone]
FAX [phone]
152 EAST MAIN STREET
FOREST CITY, NC 28043
PAY TO THE NCDENR-
ORDER OF
Four Hundred, and owlo0**********m*******,0**************************************.f*********
sraosimoimmoniramgmAmsworm.
CAFIOUNA FIRST BANK
FOREST CITY, NC 28043
67-219/539 1427
,ttaTat.gt .
9230
7131.12007
$ "400 00
MEMO
NCDENR- Moorseville
610 'E, Center Ave, Suite 301
Mooresville, NC 28115
00 1:0 0 2 /971:7 OO6 200 SI-ole
DOLLARS

152 East Main St.- Forest City, NC 28043 • 828/247-4495 • Fax if 828-247-4498•
TRANSMITTAL SHEET
To:
Attn:
Re:
We are sending copy (ies) of the f
Shop drawings
Letter
For approval
For review and comment
Remarks Cb
Make corrections noted
As requested
Date:
Plans Specifications
Pay RequestOther
Signed

FtTrack Enqineerip
Permit No. WQ0032113
August 23, 2007
OwnerNVQCSAMWTP
Brad Cornwell, Utilities Director
City of Shelby
824 W. Grover Street
Shelby, NC 28150
C ertIflatIon
PE
D W. Odom
Odorn, Hollifield & associates Engineering, inc.
152 E Main Street
Forest City, NC 28043
Complete and submit thie form to the permit issuing regional office with the ilowing:
• 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
mdifIcattons are reouired for any chanQes resultingw
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 PERTIRCATION
0 Partial (Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically, El weekly, 0 full time) the construction of Shelby Airport Liftstatkm, a
Cleveland 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 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1998 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 ail 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 pe11tand Shall subject the Permitte*tellippopriate
enforcement actions.
7j.

ET WELL CALCS
Flow
Length of Line
Starting Elevation
Ending Elevation
Line Size
Friction Coefficient
Starting Pressure
Head Loss
Flow Velocity
Pressure Drop
Cycle Time
UNITS VALUE
gpm 40
ft 460
810
2
140
psi
ft 24
in
fps 4
psi 10
20 mins
Design Flow to RS, 7 gpm
Pumping Rate of Single Pump 40 gpm
WeNvel Size 6 ft
torage Volum
Gallons Per Foot
Storage Height
115:50 gal
211 gal
1 ft