WQ0024558_Regional Office Historical File Pre 2018 (2)

ti
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Naturnl Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 8, 2004
Mr. Wayne Lambert, Public Works Director
City of Statesville
Post Office Box 1111
Statesville, North Carolina 28687
Subject: Permit No. WQ0024558
City of Statesville
Statesville Municipal Airport Sewer
Improvements
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Lambert:
In accordance with your application received on October 20, 2004, we are forwarding herewith
Permit No. WQ0024558, dated November 8, 2004, to the City of Statesville 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr,state.nc.us Customer Service: 1-877-623-6748 •
An Equal Opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper
Nor`thCarolina
,Naturally
i

• Mr. Wayne Lambert
Page 2
November 8, 2004
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Statesville for the construction and operation of approximately 12,950 linear feet
of 8-inch gravity sewer; approximately 3,450 linear feet of 12-inch gravity sewer; a 190-gallon per
minute pump station (Back Creek), and a 740-gallon per minute pump station (Third Creek) both with
duplex pumps, on -site audible and visual high water alarms, and on -site generators with automatic
transfer switches; and approximately 8,390 linear feet of 6-inch force main to serve an airport terminal
and Lowe's Hanger as part of the Statesville Municipal Airport Sewer Improvements project, and the
discharge of 750 gallons per day of collected domestic wastewater into the City of Statesville's existing
sewerage system, pursuant to the application received October 20, 2004, and in conformity with 15A
NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the City of Statesville
Third Creek WWTP (NPDES No. NC0020591) 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 conceming this matter, please contact Sonja Basinger at
[phone].
Sincerely,
for Alan . Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Water Quality Section (WVVTF Permit No. NC0020591)
Brian Tripp, WK Dickson & Company, Inc.
Water QujaIity 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
r.
following specified conditions and limitations:
This pemiit.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 QuaIity'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 bedeveloped 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.
�•�-urF-`.e""S:n. .rxl+ck,.�e`•..,.:<•P _ - .r -.5 3., ..
e: =Highi--•-pno...rity_s.a-ewer lines'shall be inspected at'least once perevery six-month"perrod of ime.
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 meritsand 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.
8. 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 sedimentationcontrol 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.
2

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 1 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 ll of Form CS-SSO (or the most
current Division approved form) can also be completed to show that they SSO was beyond
control.
Permit issued this the 8th day of November, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
for Alan W. Klimsk, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024558
•
3

• Fast -Track Engineering Certification
Permit No. WQ0024558
November 8, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
o 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 ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Statesville Municipal
Airport Sewer Improvements, iredell County project for the Permittee hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
•
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
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.

0
GRAVE
tWEf S.PUMPSTATtON,L
AND F MAINS
Q
2
ce 1 d. P.O. Box 1110
LL
1f North Carolina
Street Address
State
0
d
0
a.
z
1 h. (704) 878-355'
Telephone
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
City of State ville_T
Application Number:.
(to be completed by DWQ) 1/4/ E r '24 S
Full Legal Name (company, municipality, HOA, utility, etc)
lb, Wayne Lambert, PE, Director of Public Works __
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b
or authorized signing official
lc, The legal entity who will own this system is:
❑ Individual ❑ Federal Municipality ❑ State/County El Private Partnership ❑ Corporation ❑ Other (specify):
[phone]
Facsimile
2. Project (Facility) Information,
2a. Sewer System Improvements to Serve the Statesville Munici
Airport
Brief Project Name (permit will refer to this name)
Contact Person:
Brian Tripp, PE __..
le. Statesville
City
1 g. 28687
_. __.... _ ...
Zip Code
2b. Iredell
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-334-5348
Phone Number
1. Project iNew
3c. btrj
E-mail
kdickson.com
ification (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 Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
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))
0
LL.
Z
4a, Third Creek
Name of WW'TF
5a. cityof Statesvilleu
Owner of Downstream Sewer
6. The origin of this wastewater is
❑ Residential Subdivision
❑ Apartments/Condominiums
• Mobile Home Park
❑ School
0 Restaurant
❑ Office
City of Statesville
Owner of Wastewater Treatment Facility (WWTF) Treating
ater Treatement Plant
b. 1
( Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
astewater From This Proje
4b. NC0020591
WWTF Permit No.
5c.
Receiving Sewer Size Permit Number of Downst
check all that apply):
❑ Car Wash
❑ Institution
O Hospital
O Church
El Nursing Home
El Other (specify): Airport
7. Volume of wastewater to be permitted in this project: 750 gallons per day
Sewer (if known
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No,
• Rehabilitation or replacement of existing sewer with no new flow expected

pp -
pp -I --TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
W
H
0
U
0
H
0
u-
Z
B. PERMIT
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 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(1)(3).
See Attached Calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
12
6
Length (feet)
12,950
3,450
8,390
ENTER TOTAL LINE LENGTH IN MILES 4.7
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Flow I Operational Point
plans for cross-reference) ; (MGD} GPM @ TDH '
Back Creek PS .105 190 gpm @ 142'
Third Creek PS _ .322 __ 740 gpm @ 78'
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Force Main
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator wltelemetry; 4-wet well storage)
2 - 480 V, 3 phase elec. service with standby
generator
2 - 480 V, 3 phase elec. service with standby
generator
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes D No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® Yes ❑ No
®Yes ❑No
❑Yes ❑No
❑ N/A
O N/A
® N/A
PTA 11')/111 - RP., 1 nflflt

T.TRACK AP: LICATION for GRAVITY SE °%" :RS. PUMP STATIONS, AND FORCE T t. INS
PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/003
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets a
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::
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down
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)
la.
USGS Tope Map
Name of
Waterbody
Third Creek
County
Iredell
River Basin
Yadkin
erbody Stream
index
12-108-20-4
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
pe
Waterbody
Classification
C
1, Wayne Lambert, PE, attest that this application for Sewer System Improvements to Serve the Statesville Municipal
Airport 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 completedand 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
exceed $10,000 as well a civil penalties up to $25,000 per violation,
n7ng ©ffic(l Signature
2, Professional ngineer's Certification:
7/30,/D
Date
i attest that this application for Sewer System Improvements to Serve the Statesville Municipal Airport has been reviewed;
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 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. Brian L. Tripp, PEA._
Professional Engineer Name
2b. WK Dickson & Co., Inc.
Engineering Firm
2c, 616 Colonnade Drive
Address
Ch
arlotte
City
2g. 704-334-5348 2h, 704-334-0078
Telephone Facsimile
2e. NC 2f. 28205
State Zip
21. btrpp o wkdickson.co
E-mail

11/05/04
• Permit Number WQ0024558
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
750
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Statesville Municipal Airport Sewer improvements
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Iredell
Facility Contact Affiliation
_ Owner Name
City.of Statesville
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Robert Hites, Jr
PO Box 1111
Statesville NC 28687
Scheduled
Orig Issue App Received Draft Initiated Issuance
10/20/04
Regulated Activities
Public Notice Issue Effective
Commercial or industrial, other
Wastewater collection
Outfall NULL
t1SID4
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class Subbasin

N49"8 :6109fau!lo04:3 agaunwW 4©:u©!7C1.01d nee 000'14 : L ;aIC

DESIGN CALCULATIONS
SEWER SYSTEM IMPROVEMENTS
FOR THE
CITY OF STATESVILLE
OCTOBER 2004
WKD #40064.00.CL
Prepared for
P.O. Box 1111
Statesville, NC 28687
Prepared by
W. K. Dickson & Co., Inc.
616 Colonnade Drive
Charlotte, North Carolina 28205
704/334-5348

APDIICKSON
WKD NO. 40064.03.CL
community Infrastructure consultants
SHEET NO. 1 OF 3
JOB NAME Statesville Airport Sewer Collection System COMPUTED BY Brian L. Tripp, P.E. DATE 10/19/2004
DATE
CLIENT
City of Statesville
i Initial Proposed Flows
CHECKED BY
I i
r I r t. I. City of Statesville Airport Terminal , I _ + j L
' Offices 1= 5 offices x 25_gpd/office 1125,gpd_ L
-I .__. -
Passengers j= 25 passengers x 5 gpd/passenger = 125' gpd
Subtotal = 250 gpd __ 1
r
Lowe's Hanger , _ _
i
Offices = 16 ofic_es x_25 _gpd/_o_ffice —Y 400 gpd _
Passengers 20 passengers x 5 'gpd/passenger = 100 '
g i= P g gpd'
Subtotal = 500 gpd _ _ __� _-
F
l
Total Proposed Initial Flow'= 75U_gpd _ _
Drainage Area for Back Creek Basin Service Area
r
Acreage = 340 nacres .@ 40% developed = 1136 acres ;
e
Assumptions' i
Rural Residential Population of 5persons / acre
70 gpd /' capita Residential Flow(QR)_
15 gpd / capita Commercial Flow (Q .)
Industrial Flovv (Q1) =_10% x (QR + Q)
Residential
QR = 136 acres x 5 persons Nacre x 70 gpd / person
QR =. 33.1 gpm
Connmmercial
.. __ - l
Qc =7 gpml
Industrial; l
Qi = 10% x (33.1 + 7.1)-gp = 4 0 gpm+
Total FIow (Back Creek Basin)[�
QT=.QR+.QC+JQI -__ _
r
Q` + [T (33.1 7.1 + 4.0)
QT='44.2gp -
15gpd
: L
1
x 1 day 1 144.0 minutes
I person x 11 day / i1440 minutes
•
t
I. 1

WI<
DICKSON
community Inlros$ructure consultants
WKD NO. 40064.03.CL
SHEET NO. 2 OF 3
JOB NAME Statesville Airport Sewer Collection System COMPUTED BY Brian L. Tripp, P.E. DATE 10/19/2004
CLIENT
City of Statesville
[.1
Peaking Factor (for lift station design) Y ;
PF [18 + SQRT (P)] / [4 + SQRT (P)]
Where i 1 T
PF = peaking factor ; i
__ SQRT = square; root
P =; population_in thousands
PF = [18 + SQRT (1361x 5/1000)] h[4 + SQRT (136 x 5/1000)]
PF 3.9 -IA ssuine12.5
r - 1
Firea for Third -Creek Basin Service@&@!Area; i I
Acreage = 1722± acres c 40% developed 689'acres
CHECKED BY
. ,J.
I
1
{
Assumptions
Rural Residential Population of [5 persons / acre
70 gpd li capita Residential Flaw (Q)
15 gpd 1 capitaa Commercial Flow (9c)
Industrial Flow (QI) 10% x(QR + QC)
Residential v 'm
QR = 689 acres x 5 persons / acre x 70 gpd /J person x 1 day / 1440 minutes
i QR 167.5 gpm € -
t I
Commilnercial
DATE
r 689 acres x 5 persons liacre x 15 gpd J person x 1 day / 1440 minutes
1 Qc = 35.9 gpm
1 l
industrial i 1 .
i s i
Q'= 1 °" x (167:5 + 35.9) gpm =I20:3 gpm
Total Flowo�(Third Creek Basin), l 1
1 QT QR +' QC +1 QI 1 1 I
QT (167.5 -II 35.91 + 203) g pm +
QT = 223.7 gpm i
Total Flow (Third Creek Basin + Back Creek Basin)
QT = (223.7 + 73) gpm 1
IQ, = 3296.7 gpm 1 -, 1
a. --i _ 1.
I
L.. -. _.. 1
I i

!�DICKSON
community Inlrastructure consultants
JOB NAME
CLIENT
Statesville Airport Sewer Collection System COMPUTED BY
City of Statesville
-�
Peaking Factor (for lift station design)
PF =<[18 : SQRT (P)1 /![4 + SQRT (P)1
CHECKED BY
1 Where
PF = peaking factor
' SQRT ! square; root
P =; populationiin thousands
PF =E[18 + SQRT (689;x 511000)1 l [4 !+ SQRT (68,9 x 5/1000)]
PF = 3.39 — A s some 2!5 I_ ! [ 1
WKD NO. 40064.03.CL
SHEET NO. 3 OF 3
Brian L. Tripp, P.E. DATE 10/19/2004
Capacity of 8" Gravity Sewers
t
Assume avg.slope 'of 0.40°/d
1 J
Max. Flow, QM = 0.51MGD'
�I
QM = 0.5.MGD x (1,000;00,0 gpd/MGD) / 1440 min day
1
Sewer'flowing a half full QM / 2 = 173 gpm
Capacity of 10" Gravity Sewer i
Assume avg. slope' of 0.30%
Max. Flow, QM = 0.78 MGD
QM .= 0.78 MGD x 000,000 gpd/MGD) l+ 1440 min/day
- 542 1
M E
Sewer flowing @ half full =: QM / 2 = 271 gpm
Q+ E
Capacity of 12" Gravity Sewer
Assume avg. is! ope'of 0.24%
Max. Flow, QM }= 1.08 MGD
; QM �= '1.08 MGD x (1,000,000 igpd/
75
Sewer flowing @ h'alf1ful = QM / 2 —, 375 gpm '
Capacity of 15" Gravity Sewer —
Assume avg.'slope of 0.20% y
Max. Flow, , QM ,= 1.95 MGD
i
DATE
i
QM i= 1.95 MGD x (1000,000 gp0/MGD) li 14,40 min/day
QM 1354 gpm
Sewer flowing @ half full =i QM 12_ = 677 gpm 1 I i
I
i a I
i _ L_ 1 1
: I
L
}

IFIF
PUMP STATION DESIGN CALCULATIONS
Project: Back Creek Pump Station
City of Statesville, Iredell County, North Carolina
WKD # 40064.00.CL-I
Date: September 21, 2004
DESIGN CALCULATIONS
I. Narrative
This portion of the project will provide for installation of wet well mounted, submersible, non -clog, sewage pumps
to serve a portion of the City of Statesville Airport in Iredell County, North Carolina.
The pump station equipment will include duplex, vertical non -clog pumps and a standby generator. The structure
will include all necessary valves, discharge piping and controls. The proposed electrical service will be 480 volt
three phase service.
I1. Pump Station Design
A. Wastewater Flows
1. Residential
2. Commercial
3. Industrial
225 acres x 5 persons / acre x
225 acres x 5 persons / acre x
= 10% (Qr + Qc)
70 gpd =
15 gpd
B. Peak Flow 105,188 gpd x (1 day / 24 hrs) x 2.5 x (1 hr / 60 min) =
C. Target Pumping Rate
Use 190 gpm for design pump capacity
78,750 gpd
16,875 gpd
9,563 gpd
105,188 gpd
183 gpm
190.00 gpm

�
. E. Piping
Pump Discharge
Force Main
Force Main Length
Force Main Length to High Point
Force Main Length to Calculate TDH
Pump Capacity
Velocity at Pumping Rate
Friction Coefficient
Headloss in FM per 1,000 ft.
"Flow Away" Calculation
Force Main Storage
Average Force Main Detention
E. Dimensions and Initial Elevations
Wet Well Diameter: Diameter (inside)
Surface Area
Pump Station Rim Elevation
Invert of Influent Line
High Level Alarm
Lag Pump On
Lead Pump On
Pump Off
Bottom Wet Well
Force Main Discharge Elevation
6 " DIP
6"PVC
7,983 ft.
7,009 ft.
7,009 ft.
190 gpm
2.16 fps
C = 140
3.02 ft.
542 gpm 4
11,726 gallons
0.11 days
If greater than pumping rate, TDH calculated
using force main length to high point and
high point elevation. Install combination
air / vacuum valve at highest point.
8.00 ft.
50.27 sq. ft.
854.75 ft. MSL
844.67 ft. MSL
844.00 ft. MSL
842.00 ft. MSL
841.00 ft. MSL
839.00 ft. MSL
83 7.00 ft. MSL
935.00 ft. MSL
Detention Volume = Areax (Pump On - Pump Off) x (7.48 gal./cf) =
Pump On Time = Detention Volume / (Pump Capacity - Q) =
Run Time per Day - Pump On Time x # of Cycles x 24 hours/day =
Pump Off Time = Detention Volume / Q =
Pumping Cycle = Pump On + Pump Off =
Cycles = 60 min/hr / Pumping Cycle
F. System Works
1. Static Head
2. Friction Losses:
a. Station Loss
Force Main High Point:
Pump Off Elevation:
Total Static Lift
4" Ductile Iron Pipe
4" Plug Valve
4" Swing Check Valve
4" 90 Degree Bend
4" Tee
b. Force Main
960.00 ft.
839.00 ft.
121.00 ft.
6 Force Main (as previously identified)
6 22 1/2 degree bend
6 45 degree bend
752 gal.
6.43 min.
553.62 min.
10.29 min.
16.72 min.
3.6 cycles/hr
Force Main Discharge:
Pump Off Elevation:
Total Static Lift
1 ea. @ 3.00 ft./ea.
1 ea. @ 40.00 ft./ea.
3 ea. @ 15.00 ft./ea.
1 ea. @ 35.00 ft./ea.
Total Equivalent Length
1 ea. @ 10.00 ft./ea.
6 ea. @ 15.00 ft./ea.
Total Equivalent Length
935.00 ft.
839.00 ft.
96.00 ft.
10 ft.
3 ft.
40 ft.
45 ft.
70 ft.
168 ft.
7,009 ft.
10 ft.
90 ft.
7,109 ft.

3. System curve
FCow
(gP�i
• Stat i c..H'tL
Station Hl..
FM H L'
Vel.
(ft.)
Fluid HP.
90
121.0
0.13
5.39
0.02
126.5
5.8
110
121.0
0.18
7.81
0.02
129.0
7.2
130
121.0
0.25
10.64
0.03
131.9
8.7
150
121.0
0.33
13.87
0.05
135.2
10.2
170
121.0
0.41
17.48
0.06
138.9
11.9
0.5.1:.
O.fl7
210
121.0
0.61
25.84
0.09
147.5
15.6
230
121.0
0.72
30.58
0.11
152.4
17.7
250
121.0
0.84
35.67
0.13
157.6
19.9
270
121.0
0.97
41.13
0.15
163.3
22.3
290
121.0
1.11
46.95
0.17
169.2
24.8
310
121.0
1.26
53.11
0.19
175.6
27.5
330
121.0
1.41
59.62
0.22
182.3
30.4
350
121.0
1.57
66.48
0.25
189.3
33.5
370
121.0
1.74
73.68
0.27
196.7
36.8
390
121.0
1.92
81.22
0.30
204.44
40.3
Flow Increments:
400 -�-
350
300
250
Ul
uJ
�200
r
G 150
100
50
20 gpm
I''TDH (ft.) •....•••••. Fluid HP (50% eff.)
0
100
1
125 150 175 200
FLOW (GPM)
225 250 275 300

pm -
rpm -PUMP
S STATION DESIGN CALCULATIONS
Project: Third Creek Pump Station
City of Statesville, Iredell County, North Carolina
WKD # 40064.03.CL
Date: September 16, 2004
DESIGN CALCULATIONS
I. Narrative
This portion of the project will provide for installation of wet well mounted, submersible, non -clog, sewage pumps
to serve a portion of the City of Statesville Airport in Iredell County, North Carolina.
The pump station equipment will include duplex, vertical non -clog pumps and a standby generator. The structure
will include all necessary valves, discharge piping and controls. The proposed electrical service will be 480 volt
three phase service.
II. Pump Station Design
A. Wastewater Flows
Back Creek Basin
1. Residential
2. Commercial
3. Industrial
Third Creek Basin
1. Residential
2. Commercial
3. Industrial
Total - Back Creek & Third Creek Basins
B. Peak Flow
225 acres x 5 persons / acre x
225 acres x 5 persons / acre x
= 10% (Qr + Qc)
689 acres x 5 persons / acre x
689 acres x 5 persons / acre x
10% (Qr + Qc)
70 gpd =
15 gpd =
70 gpd =
15 gpd =
427,295 gpd x (1 day / 24 hrs) x 2.5 x (1 hr / 60 min) =
C. Target Pumping Rate
Use 740 gpm for design pump capacity'
78,750 gpd
16,875 gpd
9,563 gpd
105,188 gpd
241,150 gpd
51,675 gpd
29,283 gpd
322,108 gpd
427,295 gpd
742 gpm
740.00 gpm

E. Piping
Pump Discharge
Force Main
Force Main Length
Force Main Length to High Point
Force Main Length to Calculate TDH
Pump Capacity
Velocity at Pumping Rate
Friction Coefficient
Headloss in FM per 1,000 ft.
"Flow Away" Calculation
Force Main Storage
Average Force Main Detention
E. Dimensions and Initial Elevations
Wet Well Diameter: Diameter (inside)
Surface Area
Pump Station Rim Elevation
Invert of Influent Line
High Level Alarm
Lag Pump On
Lead Pump On
Pump Off
Bottom Wet Well
4 " DIP
6"PVC
406 ft.
405 ft.
406 ft.
740 gpm
8.41 fps
C = 140
37.36 ft.
0 gpm
596 gallons
0.01 days
If greater than pumping rate, TDH calculated
using force main length to high point and
high point elevation. Install combination
air / vacuum valve at highest point.
8.00 ft.
50.27 sq. ft.
807.00 ft. MSL
804.00 ft. MSL
803.00 ft. MSL
801.25 ft. MSL
799.50 ft. MSL
797.75 ft. MSL
795.75 ft. MSL
Force Main Discharge Elevation 813.00 ft. MSL
Detention Volume - Area x (Pump On - Pump Off) x (7.48 gal./cf) =
Pump On Time = Detention Volume / (Pump Capacity - Q) =
Run Time per Day = Pump On Time x # of Cycles x 24 hours/day =
Pump Off Time = Detention Volume / Q =
Pumping Cycle = Pump 0n + Pump Off =
Cycles = 60 min/hr / Pumping Cycle =
F. System Works
1. Static Head
2. Friction Losses:
a. Station Loss
Force Main High Point:
Pump Off Elevation:
Total Static Lift
6 Ductile Iron Pipe
6 Plug Valve
6 Swing Check Valve
6 90 Degree Bend
6 Tee
b. Force Main
813.00 ft.
797.75 ft.
15.25 ft.
6" Force Main (as previously identified)
6" 22 1/2 degree bend
6" 45 degree bend
1 ea.@
1 ea.
3 ea.
658 gal.
0.99 min.
142.15 min.
9.01 min.
9.99 min.
6.0 cycles/hr
Force Main Discharge:
Pump Off Elevation:
Total Static Lift
3.00 ft./ea.
40.00 ft./ea.
15.00 ft./ea.
1 ea. @ 35.00 ft./ea.
Total Equivalent Length
1 ea. @ 10.00 ft./ea.
2 ea. @ 15.00 ft./ea.
Total Equivalent Length
813.00 ft.
797.75 ft.
15.25 ft.
10 ft.
3 ft.
40 ft.
45 ft.
70 ft.
168 ft.
406 ft.
10 ft.
30 ft.
446 ft.

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(ft.)
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anana wa)s

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
October 18, 2004
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Brian Tripp, P.E.
W.K. Dickson & Co., inc.
616 Colonnade Drive
Charlotte, North Carolina 28205
Subject: Return of Permit Application Package
Statesville Municipal Airport Improvements
project
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr.Tripp:
As per your request, the Division of Water Quality's Mooresville Regional Office is returning the
enclosed application package (with fee) for the following reasons:
✓ To amend the application to recalculate the flow using 750 gpd for Lowes and Statesville's
terminals.
✓ To amend the application to add additional 8-inch gravity sewer.
Please be advised that construction and/or operation of wastewater collection system extension
without a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the
violator to appropriate enforcement actions in accordance with North Carolina General Statute 143-
215.6. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
If you should have any questions regarding the acceptance of your application, please do not
hesitate to contact me at [phone]. Thank you for your cooperation.
Sincerely,
Sonja Basinger
Consultant
Enclosures (Application + Check No. 94624)
CC: Wayne Lambert, City of Statesville, PO Box 1111, Statesville, NC 28687 (No Enclosures)
Nor`thCarolina
Naturally
Mooresville Regional Office 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o,enr.state,nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

Gill
7 A T 17, S
March 24, 2006
Ms, Dee Browder
Surface Water Projection Section
North Carolina Division of Water Quality
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Dear Ms, Browder,
tiiIocii0,ottii
AND EAT VIVI REII,URCES'
MOOFFO7- 71AL OFFICE
MAR 2 7 2006
RE: Final Engineering Certification
Statesville Municipal Airport
Wastewater Collection System .Extension
Permit No, WQ0024558 Modification
City of Statesville, North Carolina
ECT
Please find enclosedfor your review one (1) copy of the signed and sealed Final
Engineering Certification, one (I.) copy of signed record drawings, and one (1) copy of the pump
station design calculations that were signed andsealed by the original design engineer for the
above referenced project.
If you have any questions or require any additional information regarding this project,
please feel free to contact me at 828-328-2024.
Sincerely,
McGill, ASSOCIATES, P.A.
MICHAEL S. APKE, P.E.
Senior Project Engineer
Enclosures
Cc: Robert W. Elites, City Manager
Joc Hudson, Director of Public, Utilities
Jerry Byerly, Assistant Director of Public tftilities
Terry Keever, Interim Director of Public Works
Andy Lovingood, McGill Associates
06803/d b24mar6(lin alcert) doi,.
E nginCer in • Plaiining • Finance
z),,sorpp,,„ p px) I p{611kOrv, NC 2,\Y>(1 • 1.2J6 l..a.nc 2.,‘II)/)1

ppIPPF
Fast Track Engineering Certification
Permit No. W00024558 Modification
February 23, 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 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.
I, Michael s. Apke
been authorized to observe
ENGINEER'S CERTIFICATION
El Partial [v�Final
, as a duly registered Professional Engineer in the State of North Carolina, having
the Statesville Municipal
Airport, Iredell County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
i IcGctt Associa.ks did not design N1is pram♦ was wms not presr.#f 1
other supporting materials. proyFJ.t oioservahN, doKit3 +a1*�" "M". Mc;, 11 ,4sracl.iCs war re.16. by
•liu. C�47 cf Si�.l<sv;lie a;rftr coosietuAiu►+ was cOmfaCkoejf re.vlrw fit
IAsIjere ei" °Aid prov;ate 0. culAcici.km 'b rJ413 tlpoyt rc,ncui 06 1$4
piwAs awd a oLh pro4+.24 fit. CiL"1 crdikdor, a•t+.�
4k c4,4.4> , 4 &PpIicJ *f Ay anJ Fi*4JJ vvek1 4o 1fh (yesf e� D
pvt a6iF:lw-, IAA bi2.eve - hm,t C�tf�r�oiiw� WitS toniplc•i•t4 Wi*'oh rJ,/ iw -✓
C004Pti.h.0 of per"•f Modi•q-cclioi+ WQ Dd ZN 556.
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
North Carolina Professional Engineer's
seal, signature, and date:
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.