WQ0034830_Regional Office Historical File Pre 2018

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of -Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director • Secretary
June 29, 2010
Mr.Darrell Gettys, Executive Director of Facilities
Lincoln County Board of Education
200 Shoal Road
Lincolnton, NC 28092
Subject: Permit No. WQ0034830
East Lincoln High School —Athletic Field
Complex
Wastewater Collection System Extension
Lincoln County, North Carolina
Dear Mr. Gettys,
In accordance with your complete application received on June 28, 2010, we are forwarding
herewith Permit No. WQ0034830 dated June 29, 2010 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rescinded and shall be subject to the conditions and limitations as specified therein.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
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualitv.orq
NorthCaro]ina
d1laturallif

Mr. Gettys
Page 2
June29, 2010
In accordance with the provisions cf Article 21 cf Chapter143, 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 660 linear feet cf 3-inch force main, a 108 gallonper
minute pump stations (with duplex pumps, on -site audible and visual high water alarm, and a portable
generator with manual transfer switch), and the discharge of 10,965 gallons per day of domestic
wastewater 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 n the Lincoln County
WWTP (NPDES Permit No. NC0088722) prior to being discharged into the receiving stream.
Assessing subsequent irnpacts to the downstream collection system and treatment
facility is the complete responsibility of Lincoln County. Lincoln County must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the collection system permit WQCS00149.
If any parls, 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.
f you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
icerely,
tar Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
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 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 (Le.
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 generalobservation 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.

•
This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, cr 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,
Construction cf 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 cr 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 formeA 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 maintaineid on file by the Permittee for the life
of the wastewater collection facilities,
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 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.
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 exenipt 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 Chu 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 inc 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 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 29th day of June, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034830

Fast Track Engineering Certification
Permit No. VVQ0034830
June 29, 2010
OwnerMIQCS
Darrell Gettys,Ex. Dir. of Facilities
Lincoln County Board of Education
260 Shoal Road
Lincolnton, NC 28092
\NWTP/WQCS PE
Barry McKinnon David Lutz
Lincoln County CES Group Inc.
115 West Main Street, 2nd Floor 274 N. Hwy 16, Suite 300
Lincclntcn_ NC 28092 Denver, NO 28037
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.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ] weekly, ❑ full time) the construction of East Lincoln High School — Athletic
Field Grinder Pump, a Lincoln 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 Engineers
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 alb 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! Application Number:
(to be completed by DWQ)
Owner/Permittee:
la. Lincoln Co t Board of Ed
Z
O k "
O Id.260 Shoal Road
LL. Mailing Address
lf. NC
Z State
O 1h. 704-736-9689 11,
Telephone
2. Project (Facility) Information:
2a. ELincoln Hi h School — Athletic field Grinder P
Brief Project Name (permit will er to this name)
3. Contact Person:
ei 3a. David Lutz — Civil En inee
Name and Affiliation of Someone Who Can Answeruestions About this Application
Full Lega n1e (comp y, municip ty4OA, utility, etc.)
Signi
9
icial Name and Title
lease
Executive Director of Facilities
view I5A NCAC 2T .0106 (b) for authorized signing o icia s.
The legal entity who will own this system is:
Ej Individual 0 Federal 0 Municipality E3 State/County 0 Private Partnership D Corporation Other specify): BOE
le. Lincolnton
City
lg. 28092
Zip Code
id
E-maU
2b. Lincoln
County Where Project is Located
ai
Facsimile
3b. 704-489-1500 3c. [e-mail]
Phone Number E-mail
1. Project is i4 New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a, If private, applicant will be. 2b. If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to Item B(3))
O Selling units (lots, townhomes, etc. - go to Item B(2b))
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
3, Lincoln County
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
4a, Killian Creek 4b. NC 0088722
Name of VVWTF VWVTF Permit No.
5a. Lincoln 5b. 8" Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
E] Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
El School
0 Restaurant
0 Office
O Retail (Stores, shopping centers)
Ej Institution
0 Hospital
O Church
El Nursing Home
0 Other (specify):
% Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7, Volume of wastewat r to be allocated or permitted for this particular project: 10,965 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

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�9.
1
j
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 pump station sizing if a reduced or zero flow is being requested in
1
;Seats
1
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).
served on home side of football field: 2,193 WSFU = 90 = 90 gpm
Wastewater: 5 gal/seat Due to anticipated full use of all fixtures at halftime, it is
2,193 * 5 = 10,965 gpd = 7.6 gpm anticipated the duplex grinder pump will receive approx. 90 gpm.
1
10. Summary of Sewer Lines to be Permitted (attach
Size (inches)
additional sheets if necessary)
Length (feet) i New Gravity or Additional
Force Main
3"
660 , Force
W
M
11. Summary of PumpStations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID Duplex Grinder Pump (self chosen - as shown on plans/map for reference)
Z
Z
0
r i
Design Flow I
Operational Point
E (MGD) I GPM ©TM
I i
—
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator will/ITS
Force Main Size
Force Main Length
0
r 0.01 108@34
2
3"
660'
Z
0
1-
Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
INFORMA
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
cPump Station Location ID (self chosen - as shown on plans/map for reference)
O. Design Flow
I (MGD)
m I
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
JJ�
12.
■
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes Z No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
Z 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
FTA12/07

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
•
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No
® Yes ❑ No
® N/A
❑ NIA
❑ Yes ❑ No ® NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: Eland provide details
cn
Z
0
1—
Q
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LL
l--
W
U
U
OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
1, _Darrell Gettys , attest that this application for East Lincoln High School -- Athletic Field Grinder Pump has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well afivil penalties r9p to $25,000 per violation.
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, David Lutz , attest that this application for East Lincoln High School — Athletic Field Grinder Pump
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
Perrnitting of Pump Stations and Force 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 143-215.6B, 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. INpV I7 ]-L.rvL
Professional Engineer Name
2b. CES Group Inc
Engineering Firm
2c. 274 N. Hwy 16, Suite 300
Mailing Address
2d. Denver
City
2g. 704-489-1500 12h. 704-489-6500
Telephone Facsimile
2e. NC 2f. 28037
State i Zip
--1
2i. [e-mail]
E-mail
CARri
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NC PE Seal, Signature & Date
FTA12107

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FT SI—10/07)
Project Applicant Name: Lincoln County Board of Ed
Project. Name for which flow is being requested: East Lincoln 11. S....._ R.estroom Replacement
More than one !r 7 Sf;- l ll.='07 ,mcn be required fbr a single project if the owner o„ the H W77' is not responsible Jar all
pump stations along the route of"the proposed -wastewater: w.
Iv Complete this section only if you are the owner of the wastewater treat meat pla
a WWTP Facility Name: Killian Creek.
b, WWTP Facility Permit 11: NC 0088722
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the W
e. WWTP facility's actual avg_ flow
f Total flow for this specific request
g. Total actual and obligated Flows to the facility
IL Percent of permitted flow used
All flows are in MGD
1.68 _..
__.._.0.00168
0.0�_�,.._...�._
0,001
0,002168_
0.. 1 2%Q
IT, Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station. Name
Forney Creek Relief PS
Killian Creek WWTP PS
A'pprox, Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
1000
1.68
0.00
0.00
Ill. Certification Statement.
1 Barry L. McKinnon_.__._.._.., , certify that, to the best of my 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 performed 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 t ani the responsible party. Signature of this form indicates
acceptance of „ . e water flow.
r,%

civil engineering
environmental science
landscape architecture
land planning
274 N. HWY16 SUITE 300
DENVER„ NC 28037
I 704..489.1500
F .704489.6500
denver nc charlotte, nc bloomington il
June 2, 2010
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
919 N Main Street
Mooresville, NC 28115
Attn: Dee Browder
Re: Engineer's Report
Ms. Browder,
The following report is for the new sewer line proposed at East Lincoln High School, in Lincoln
County. The concessionirestroom building for the football field is being replaced and the
existing septic tank is proposed to be abandoned: A 6" gravity sewer from the new structure will
tie into a new duplex grinder pump system near the softball field: At this time, a new structure at
the softball field is an alteranate, therefore it may not be constructed at this time. Waste will be
pumped from the new grinder pump, approximately 660 LF to an existing manhole, located on
the Catawba Elementary School property. From this point, the sewage will gravity flow.
Please find the application, fee, plans and specifications attached.
Please feel free to contact me with any comments or questions.
Sincerely,
David Lutz, P.E.
Cc: Lincoln County Public Works, Barry McKinnon
File
\\\00111/0/
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: Q. SEAL
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Permit Number WQ0034830
Central Files: APS SWP
06/29/10
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 individual
Extensions
Primary Reviewer
dee.browder
Coastal SW Rule
Permitted Flow
10965
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
East Lincoln High School -Athletic field grinder Minor Mooresville
pump
Location Address County
Lincoln
Owner
Facility Contact Affiliation
Owner Name
Lincoln County Board of Education
Dates/Events
Orig Issue
06/28/10
App Received Draft Initiated
06/17/10
Scheduled
Issuance
Owner Type
Government - County
Owner Affiliation
Darrell Gettys
Public Notice Issue
06/28/10
Effective
06/28/10
Regulated Activities Resuested/Received Events
School Additional information requested
Wastewater collection
Outfall NULL
Additional infarmation.received
Expiration
06/17/10
06/28/10
Waterbody Name
Stream Index Number Current Class Subbasin

RECEIVED
DIVISION OF WATER QUALITY
0
2i))
Fast Track Engineerino Certification
Permit No, WQ0034830
June 29, 2010
Owner/WQCS
Darrell Gettys,Ex. Dir. of Facilities
Lincoln County Board of Education
260 Shoal Road
Lincolnton, NC 28092
MOO
S P SECTION
tt LE REGIONAL OFFICE
WWfPAWQCS PE
Barry McKinnon David Lutz
Lincoln County CES Group Inc.
115 West Main Street, 2nd Floor 274 N. Hwy 16, Suite 300
Lincolnton, NC 28092 Denver, NC 28037
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,.
ENGINEERS CERTIFICATION
0 Partial Final
, as a duly re•istered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically„ weekly, 0 full time) the construction of East Lincoln High School— Athletic
Field Grinder Pump, a Lincoln 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.

S i.
ri3
r
k
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: _Lincoln County Board of Ed
Project Name for which flow is being requested: East Lincoln H. S. — Restroom Replacement
More than one F1'SE--10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Killian Creek
b. WWTP Facility Permit #: NC 0088722
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
£ Total flow for this specific request
• g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
MI flows are in MGD
1.68
0.00168
0.0
0.001
0.002168
0.12%
H. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Forney Creek Relief PS LOO 0.00
Killian Creek WWTP PS 1.68^ 0.00
III. Certification Statement:
I, Barry L. McKinnon , certify that, to the best of my 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 performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of water flow. I _ ��f idr F7
Si trig Official Signature Date

WHR& ; - WHR2O.'
2" Solids Handling
Sewage Pumps and Effluent Pumps
Single Seal
/54(
MEMBER
el°
rr HE WHR5H WHR2OH SERIES PUMPS ARE DESIGNED
FOR USE IN LIGHT COMMERCIAL AND RESIDENTIAL
RAW SEWAGE AND EFFLUENT APPLICATIONS. They
deliver higher heads than standard sewage pumps
and will pass 2 inch solids. Recessed vortex impeller
provides an unobstructed passage in the volute case,
allowing the pump to handle stringy trash without
plugging the impeller. For more information, call your
Myers distributor, or the Myers Ohio sales office at
419-289-6898.
ADVANTAGES BY DESIGN
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE.
■ O11-filled motor for maximum heat dissipation and
constant bearing lubrication.
• Recessed vortex impeller reduces radial bearing
loads, increases bearing life.
• Single phase PSC motors have no starting switch.
NON -CLOG OPERATION
■ Recessed vortex impeller passes 2" solids.
• Impeller operates completely out of volute passage
■ Passes stringy trash and other solids which conven-
tional semi -open impellers can't.
PRODUCT CAPABILITIES
Capacities To
2I5 GPM
814 LPM
Heads To
70 ft.
20.9 m
Solids Handling Capacity
2 in. '
50.6 mm
Liquids Handling
raw and effluent sewage
Intermittent Liquid Temp,
up to 140° F
up to 60° C
Winding Insulation Temp,
(Class B)
266°F
130°C
Motor Electrical Data
1/2, 1, 11, 2 HP 3450 RPM
115, 208/230V,, 10, 60 Hz PSC
200/230/460/575V, 30, 60 Hz
Third Party Approvals
CSA
Acceptable pH Range
6 - 9 ,
Specific Gravity
.9 - 1.I
Discharge, NPT
(optional)
2 in,
3 in.
50.8 mm
76,2 mm
Min. Sump Diameter
Simplex
Duplex
24 in.
30 [n.
61,0 cm
91.4 cm
Note: Consult factory for appliaatfons outside of these recommendations.
Construction Materials
Motor Housing
cast iron
Volute Case
cast iron
Impeller
ductile iron
Power Cord
single seal
10, 20' SJOOW/SJOOW--A
30, 20' SOOW
Mechanical Seal
single, type 21,
carbon and ceramic
Pump Shaft and
Motor Shaft
416 SST
WHERE INNOVATION MEETS TRADITION
Myers'
Pentair Water

POWER CORD
Jacket sealed with
compression fittings.
Individual wires potted
with epoxy to prevent
wicking in case of cord MOTOR HOUSING
damage. Cast iron for efficient
heat transfer and
corrosion resistance.
IMPELLER
Recessed vortex impeller
operates completely out
of volute passage.
BEARINGS
Upper and lower ball
support rotor. Take
radial and thrust loads,
MOTOR
1/2, 1 1-1/2 and 2 HP single
or three phase, 60 Hz,
3450 RPM. Single phase
PSC motors have built-in
on winding overload
protection, oil -cooled and
lubricated.
CAST IRON VOLUTE
Corrosion resistant.
Passes 2° spherical solids.
2° NPT discharge,
Optional 3° flange,
DIMENSIONS
(Dimensions in MM)
193/4"
(502)
21/8"
(54)
215/1s
(75)
2" NPT Flanged
Discharge, 3" NPT
Optional

WHR15H-01
WHR15H-21 '
WHR15H-03
WHR15H-23
WHR15H- 3
WHR15H-53
WHR1 OH-01
WHR1 OH•21
WHR10H-03
WHR1OH-23
WHR1OH-43
WHR1OH-53
1 V N I V 1 V N
N N N N N N N
i
Motor Electrical Data
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•
Company: Preferred Sources
Name: Limccln Park
Date: 5/4/2010
Pum. Data Sheet - M ers
Myers
Pump: Search Criteria:
Size: WHRSH-20H Flow: 108 US gpm Head: 34 ft
Type: Non -dog Speed: 3450 rpm Fluid:
Synch speed: 3600 rpm Line: WHR15H, 1.5HP
Curve: Impeller.Water. Temperature: 60 °F
Density: 62.37 lb/ft' Vapor pressure: 0.2563 psi a
Specific Speeds: Ns: — Viscosity: 1.105 cP Atm pressure: 14.7 psi a
Nss: —
Dimensions: Suction: --
Discharge: — Motor
Pump Limits:
Temperature: —
Pressure: —
Sphere size: --
- Data Point -�-
Flow: 108 US gpm
Head: 34.8 ft
Eff: --- %
Power. 1.5 hp
NPSHr:
' --- Design Curve
Shutoff head: 59.3 ft
Shutoff dP: 25.7 psi
Min flow: —
BEP: --
NOL power.
1.5 hp @ 10 US gpm
Max Curve :-
Max power.
2hp@10USgpm
Power: --
Eye area: --
WHR2OH, 2HP
70
60 WHR15H, 1.5HP
50
WHR10H, 1HP
40
0
T
30
20
10
0
1.5
WHRSH, .5HP
20
40
60
NPSHa: ---
Size: 1.5 hp
Standard: NEMA Speed: 3600
Enclosure: TEFC Frame: 143T
Sizing criteria: Max Power on Design Curve
80
100
1 hp
120
0.5 hp 0.75 hp
140
160
180
• 1.5 hp
200
220
20 40 60 80 100 120 140 160 180 200 220
US gpm
Performance Evaluatiori:
Flow Speed Head Efficiency Power NPSHr
US gpm rpm ft % hp ft
130 3450 27.9 — 1.5
108 3450 34.8 --- 1.5
86.4 3450 40.9 — 1.5 —
64.8 3450 46.4 --- 1.5 —
43.2 3450 51.1 — 1.5
2 hp
Myers MAPS 6 6 Selected from catalog: Myers 60Hz Vers: Nov 2009
Y

Wet Well Floor Elevation
Off Float Elevation
On Float Elevation
Lag Float Elevation
High Water Float Elevation
Volume of a round wet well
Tank Diameter in feet
(rxr)3.14 / 231 = gallon/inch
Raduis
4 24
24 3.14 231 7.83
Design Flow Rate of the Pump
Comment:
90
90
90 7.83 11.49 inches per minute (ipm)
11.49 2 22.99 inches minimum between OFF float & ON Boat
Cycles per Hour based upon incoming flow rates of
#ofHomes xgpdxPF/1440=gpm
1
Number of pumps
Gallons between the Off & On float
Minutes to activate the ON float
Minutes of pump run time
Total Cycle Time
Total Cycles per hour per pump
129600
90.00
1 1440 90.00
2
180
2.00
2
4.00
7.50
Minimum Submergence required for Myers WHR15H Series pui Inches Feet
1.6 1.33
Distance from wet well floor to weight located on the float in feet
0
1.33
3.25
4.25
4.75
•
1-action
Loss per Total
100' of length of
GPM Static Head pipe pipe/100 TDH
0 15 0 7.15 15
0 15 0 7.15 15
108 23 1.53 7.15 33.9395
0 15 0 7.15 15
0 15 0 7.15 15
Feet of Pipe Pipe Type ID
715 SDR 21 3.166
GPM Head Loss Per 100'
90 1.53
Total Head Loss 10.9395
Static Elevation Change
High Point 803
Low Point 780
Total Static Elevation Change 23
Total Dynamic Head (TDH)
Total Static Elevation Change 23
Total Head Loss 10.9395
TDH in Feet 33.9395