WQ0032085_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
September 7, 2007
Mr. Thomas Roberts, President
Aqua NC
4163 Sinclair Street
Denver, NC 28037
Subject: Permit No. WQ0032085
New Birth Church
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Roberts,
In accordance with your application received on August 10, 2007, we are forwarding herewith
Permit No. WQ0032085, dated September 7, 2007, to Aqua NC for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.otg Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
None hCarolina
atura!!y

Mr. Roberts
Page 2
September 7, 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 661 linear feet of 8-inch gravity sewer,
2,209 linear feet of 2-inch force main, a 25 gallon per minute pump station (with duplex pumps, on -site
audible and visual high water alarms,, and a permanent generator w/ATS), and the discharge of 12,000
gallons per day of collected domestic wastewater into the Aqua North Carolina existing sewerage
system, pursuant to the application received August 10, 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 Aqua North
Carolina WWTP (NPDES No. NC0073539) 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.
• Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
James Carpenter, Meade Gunnell Engineering & Surveying, P.C.
Surface Water Protection Central Files
Tom Asenzo, 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 (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.
1

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-
2.15.6A 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 I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 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 7th day of September, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032085
3

Fast Track Engineering Certification
Permit No. WQ0032085
September 7, 2007
Owner 04'0 'TPIWQCS
Thomas Roberts, President
Aqua North Carolina
4163 Sinclair Street
Denver, NC 28037
PE
James Carpenter
Meade Gunnell Eng. & Surv. P.C.
1981 0-A West Catawba Ave
Cornelius, NC 28031
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 re uired for an chan es resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate untii 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
L Partial
r
Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (E] periodically, 0 weekly, El full time) the construction of New Birth Church, a Mecklenburg
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.

FAST -TRACK APPLICATION for GRAVITY SEWERS, P
A
ORCE MAINS
PAGE 3
Z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELGri Application Number-.
(to be completed by OW
wner
la. Aqua Noth Carolina, Inc,
Full Legal Name (company, muni
1b,
Plea
HOA, Oil,„
lc, The i a( entp� whit will own this system Is:
0 Indual Fa t ni b © State/County 0 Private Partnership EriCorp
d, 4163 Sinclair S
Mailing Aridness
Te
2. Project (Facility
2a. New Birth Church
Brief Project. Name (permit v iii rfsfas
a Contact Person:
3a. Michael Melton - Aqua North Carolina
Name and Affiliation of Someone Who Can Answer
3b. 7
P
For mod :a att
phase,
duplicate prat info
2. Owner Is t�tmlic
2a. If private, applicant
le. Denver
City
1g. 217
2b, Meckienbia
Lion 0
County Where Project is Located
uestions About this Application
3c. m meiton(t equaarrlert�,cx rn
E-mail
(of an existing permit) If Modification, Permit No.:
h a separate sheet clearly expi nlrrg reason for the modification (1,e, adding an
ength, etc.). Only include the modified Information in this permit application - do not
in B17) end 8(10-11) that has already been Included in the original permit.
a.._._. _ W
tCr Item E3(3)) Q'Private (go to !tern 2a)) _.
0 Retaining Ownership (i,e, store, church, single office, etc.) or
0 Leasing units (lets, townhomes, etc. - skip to Item 8(3))
Selling units (lots, townhomes, etc, - go to item B(2b))
No Carolina, inc.
2b. an If egki, facilities owned by a
❑ Pubic Utility (instruction fli)
0 Homeowner Assoc J Developer (Instruction 1V)
ter Treatment Facility (WWTF) Treating Wastewater From Thi<
4b. NC tiff
G
ize Force
Ply):
0 Car Wash
0 Apartrnen d o? niurnne 0 Institution
0 Miobiie Home l artc 0 Hospital
0 School &thumb
0 Restaurant L0 Nursing Home
O Office 0 Other (specify): __
Volume of wastewater
`Do not Include prey ou ly
lions
is perlicuOar project 1
Perrnit Nurn
8. If the peurrratied tiow is zero, 'indicate why:
0 Interceptor Line - Row will: permitted in subsequent pernrts that taunt
0 Flow has already been allocated in Permit No,
O Rehabilitatpon or replacement of existing sewer with no new flow expected
109 % Domestic/Commercial
% industrial
% Other (specAfy):
y
in

FAST -TRACK ; °' > ATION for GRAVITY SEWERS, PUMP T NS, AND FORCE MALNS
PAGE 4
9, Provide the wastewater flow calculations used in a t ni
,0219(I) for lterr B(7) or the design flow for line or
that in 15A NCAC 2H ,0219(1)(1-2) must : supported awsth a
NCAC 2H ,0219(t)(3),
or
In
2,200 seats X 3 gpolseat = 6,600 gpd * 5,400 gpd (reserve 6 pacify) 12,0 gpd
10 Surnmery of Sewer Lines to be Permitted (attach addi
Size (inches)
6,.
l4"t'Ori TOTAL UNE LENG
z
urnrrnary of Pump Stations to
Location 1D
chosen - as shown On Design Flow f °per
tm� cross-reference) ' (MGD)
Pump Statues Enclosure .t?1
13, Have the folio
ns been sup
Length (feet)
64.2'
596.79`
2,209 88'
0 54 mites
I sheets as necessary)
Point
5A NCAC 2H
Values other than
data in accordance with 15A
y or Force Main
(use ilia Putt down menu)
Gravity
Gravy
Force Main
Power Reliability Option
1- dual line feed; 2• peat generator w/ATS; 3-
able generator wttetemetry; 4-wet well storage)
st Track Permitting of Purnp Stations artd F. ..
tr ion) and 15A NCAC 2Fi ,0200 as app4ica
riteria or regulation and indicate why a
CIRC.ATrOONS OR CALCULATIONS
Wetland/Stream Crossings - General Penns( or 401 Certification? 0 Yes E No 0 NA
[7Yes DNo dNIIA
Yes 0No DN/A
Sedimentation and Erosion Control Phan?
Storrnwater?
14, Does this
These lines will asediekeito
15, Does this project ha'
Be aware that the Dhesi n will not aehapt
c irr eti pna+ to sut:whaling the final erne nee
ons? Check if
six months .
t minimum silo,r
0% flatter than the minimum slope, LiniVS i ata4Ytnt` outside ties isSerance sho. kt be

. FAST TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
CLASSIFICATION
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets es
necessary). This document Is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions far addresses) OR indicate the following: _
E' A Stream Classification is not needed because ail parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Scream 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 dawn slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
Waterbody Stream Waterbody
County River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required In Instruction VI
regardless of whether a classification is provided!
D. CERTIFICATIONS
1a.
Applicant's Certification: S . r1
MAIN
1,
Y , attest that this application for New Birth Church has been reviewed by me and is
accurate and complete to the best of my knowledge. ! understand that If all required parts of this application are not
completed and that If all required supporting documentation and attachments are not included. this applcation 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 s any false statement, representation, or certcallon in any application •
shall be guilty of a Class 2 misdemeanor
de a tine no ., exceed $10,000 as well as civil penalties up to
525, per violation.
Signing fir dal Signature
2. Professional Engineer's Certificati
I attest that this application for New Birth Church 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 Fore 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 1 have reviewed
this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes
143-215.64 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 S10,000 as well as civil
penalties up to S25,000 per violation.
12a. James M. Carpenter
Professional Engineer Name
2b. Meade Gunnell engineering & surveying, p.c.
Engineering Firm
2c. 19810-A West Catawba Avenue
_ _Mailing Address
2d. Cornelius
e. NC 2f. 28031
' City State Zip
704fi5 -7290 fit. 704fi55-7291 21, )carpenter©meadegunnell.tom!
Telephone Facsimile E-mail
1111111111+111' �1�ZN CARD(''+,
1/ 4 ' SSr:' s,.
"17";If SEA! r
16741 .I
0)
dti•, u11 t S jgfo7
Seal, Signature & Date

Central Files: APS SWP
09/07/07
Aqua North Carolina Inc
Dates/Events
Permit Number WQ0032085
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 Permit Contact Affiliation
dee:browder
Permitted Flow
12000
Facility
Facility Name
New Birth Church
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Non -Government
Owner Affiliation
Gary Moseley, Manager
4163 Sinclair St
Denver
NC 28037
Scheduled
Orig Issue App Received Draft Initiated Issuance
09/07/07 08/13/07
Regulated Activities
Church
Subdivision
Wastewater collection
Outfalt NULL
Public Notice Issue
Effective Expiration
09/07/07 09/07/07
Re. uestedlReceived Events
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

ippr,
ST-TRACK APPLICATION for GRAVITY SEWERS, P
^ ^ m
1 Owner:
la. Aqua North Carolina, Inc.
Full Legal Name (company, municipality, HOA, utiF , etc.
lb. 60,..sry R f5e/'Y
Signing Official Name and Title (Please review A NCC 2H 0206(b)for auth.. ed signri
lc, The legal entity who will own this system is:
LJ Individual E] Federal Ll Municipality El State/County Li Private Partnership Corporation Other (specify):
z
0
0
z
1
a.
a.
P STATIONS, AND FORCE MA
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
PAGE 3
Id 4163 Sinclair Street
Mailing Address
1 f. NC
State
lh. 704-789-9404
Telephone
li. 704-789-9409
Facsimile
2. Project (Facility) Information:
2a. New Birth Church
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. IVIichael Melton — A ua North Carolina
Name and Affiliation of omeone Who Can Answer Questions About this Application
3b. 704-989-9404 3c. mamelton©aquaamerica.com
Phone Number E-mail
le, Denver
City
lg. 28037
Zip Code
11. [e-mail]
E-mail
2b. Mecklenburg
County Where Project is Located
1 Project is [SeNew Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizellength, 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 rPublic (skip to Item B(3)) LJ Private (go to item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
E) Retaining Ownership (i.e. store, church, single office, etc.) or
Z E) Leasing units (lots, townhomes, etc - skip to Item B(3))
0 E] Selling units (lots, townhomes, etc. - go to Item B(2b))
.111.01
El Public Utility (Instruction III)
El Homeowner Assoc./Developer (Instruction IV)
I 3. Aqua North Carolina, Inc. •
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
• 4a. Willowbrook 4b, NC 0073539
O Name of WWTF WWTF Permit No.
LL 5a. Aqua North Carolina, NC '5b. eGravity ,5c.
<
2
Owner of Downstream Sewer fReceiving Sewer Size 1E1 Force Main 1
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
Residential Subdivision ( f urkpLi).
0 Apartments/Condominiums
El Mobile Home Park
0 School
th Ej Restaurant
El Office
o Car Wash
El Institution
• Hospital
ErChurch
Ej Nursing Home
El Other (specify):
100 % Domestic/Commercial
°,/0 Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 12,000 gallons per day
*Do not include previously permitted allocations
8. if the permitted flow is zero, indicate why:
[l] Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
E—r A /11 - - n. A Irer

AST -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).
2,200 seats X 3 gpd/seat = 6,600 gpd + 5,400 gpd (reserve capacity) = 12,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
8" -- 64.2' - 8" 596.79'
2" 2,209.88'
W
H
O
ENTER TOTAL LINE LENGTH IN MILES 0.54 mites
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
z Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w1ATS; 3-
4:c
111 plans for cross-reference) (MGD) GPM @TDH portable generator wltelemetry; 4-wet well storage)
Pump Station Enclosure 0.012 25 gpm @ 90' TDH
_J-
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Force Main
0
z
2
g12. 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?
W ❑ Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
3. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will.be considered.hiah nriorituand must be checked once every six months____ -_ ._ __- _
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 1 d% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..

AST -TRACK. AI?'P'I:ICAT1 fN for GRA 'ITY SEWERS, P P STATIONS, AN1) FORCE MAINS
PAGE 5
0
1 Use the Divisiorfs guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 0210_
(FAST -TRACK SEWER SYSTEMSr 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
partsproject
A Steam Classification instructions
of needed because'all indicate
f the are at least 100 feet awayfrom any down slope
regional
waterbody, AND,
iy A Stream Classification is not needed because the design does not depend on wet well storage as a powerreliability
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 i Waterbody
map for cross-reference) Waterbody County River Basin index Classification
COLOR topographic nnap as required In instruction VI
of whether a classification is provided!
Applicant's Geri# ccat�ion:
1, apt- ► ►` �+' IcrrS die , attest that this application for New Birth Church 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 143-2156A and
143-215.68, any person who knowingly makes any false statement representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,per violation..
Signing rcial Signs
2, Professional Engineer's Ce
l attest that this application for New Birth Church 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 prepares+' 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 143-215.66, 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, James M. Carpenter
Professional Engineer Name
2b. Meade Gunnell engineering & surveng, p,c,
Engineering Firm
2c. 19810-A West Catawba Avenue
Mailing Address, v.w
2d. Cornelius e, NC 2f. 28031
City State Zip
2g, 704-655_7290 2h. 704-65a-7291 2i, jcarp nterreadegunne
Telephone Facsimile E-mail
Seal, Signs
e
Date

NTO?9< m<L2«v 1G
CO�G . « .
NATIONAL, GEODETIC »«:QI DATUM « Dm
ifiEs
FOR SALF EM S Sc GErL>OGCAL
RESTON,
am3m,wmam rOFOGRAPH1C,MAP
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AND yv 1a IS AVAILABLE ON REQUEST
S, N
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„2005 08:28 PUBLIC STAFF a 917044899409
NO.878 D04
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-981
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
Know All Men By These Presents, That
moymog UTILITrF. , INC.
is hereby granted this:
CERTIFICATE_ OF PUBLIC PNiV NIENCE AQ NECESSITY
to provide wate and sayer utility service
in
WPR DOOK SUB V O
Mecklenburg County, North Carolina
subject to such orders, rules, regulations, and
conditions as are now or may hereafter be lawfully
made by the North Carolina Utilities Commission.
APPENDIX A
ISSUED BY ORDER OF THE COMMISSION.
This the 614day of 1991.
NORTH CAROLINA UTILITIES COMMISSION
2A
(SEAL) .
Ge eva S. igpen, C i� erk-

Beverly Eaves Perdue, Governor
of wArERo Dee Freeman, Secretary
-.9 _ G North Carolina Department of Environment and Natural Resources
r
- i Coleen Sullins, Director
-c Division of Water Quality
March 12, 2009
Aqua North Carolina
4163 Sinclair Street
Denver, North Carolina 28037
Attn: Thomas Roberts, President
SUBJECT: New Birth Church
Permit No. WQ0032085
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on March 11, 2009. A '
full review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You arareceiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely,
t) Surface Water Protection Regional Supervisor
5 t.A
Robert Krebs
Enclosure
Cc: Surface Water Protection Section Central Files (certification page only)
James Carpenter, Meade Gunnell Engineering & Surveying
Nne
orth Carolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:f/h2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Fast Track Engineering Ce
Permit No, WQ0032085
September 7, 2007
Owner/WWTPNVQCS
Thomas Roberts, President
Aqua North Carolina
4163 Sinclair Street
Denver, NC 28037
fl
PE
James Carpenter
Meade Gunnell Eng. & Surv. P.C.
19810-A West Catawba Ave
Cornelius, NC 28031
Complete and submit this form to the permitissuing 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
EJ Partial rq.'"Final
Att'a , as a duly registered Professional Erigiricor in the State of North (a,rolina, having been
authorized to observe (.1.--rperiodically, weekly, full time) the construction of New Birth Church, a Mecklenburg
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 Fa.st-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
2-117/2-1
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 shah subject the Permittee to appropriate
enforcement actions.

tial
To: Surface Water Protection From: Jamie Carpenter, PE
unn=LL
engineering & surveying, p.c.
19810-A West Catawba Avenue
Cornelius, NC 28031
704.655.7290 704.665.7291 (fax)
Company: NCDENR
Project Number: 751.20
Address: 610 E. Center Ave., Mooresville, NC 28115 Phone:
Pages:
Re: New Birth of Charlotte — Pump Station/Force Main Date: March 10, 2009
Messages
Attached please find:
• 1 set — Record Drawings
➢ Design Calculations
>. Fast Track Engineering Certification
• Pump Station Lot Survey
If you have questions, comments or require any further information please contact me.
[phone], Ext. 12
Thank you,
Cc: Aqua NC

Pump Station
and Force Main
Calculations
For
New Birth of Charlotte
Project Name
11901 Sam Furr Road, Huntersville, NC
Project Address
011-231-01
Tax Parcel ID Number
Plans Prepared By:
Meade -Gunnell Engineering & Surveying, P.C.
Name

Residential grinder pump for use in the
pumping of dornestic sewage using the well
proven PIRANHA cutting system
Applications
Th.e ABS PIRANHA submersible r :able pumps hava be
c.C"ffesr:.iivr nd eccono€nicad drwatenripa lass, using
of small. diaroEier in pr, utr areas,
al from kuti4ol u
hat laying of a convent
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• ABS PiRF.NYaye
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Medium Pumped
Faecal matter and sewaoce .hlsax medium 1e(ripe, a.tu
continuous opera
to 6O C [max. 5 mi
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Construction
The water pressure -
and The porn€3 section t
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The moles shyei ts supported €,n (fibre:
Shaft sealing
Between motor and hydraulic lic sec ame by means of bigh u�al
sea Li(a t u,,at se ni) a silicon carlode rueeharoisal dsa GPI, inch e
of direction of roi.ation end resi5taril Pea her -ripe -rehire .hrar'k,
cedb' L.ip seat aril lribricaliedI.
Discharge
(3 , .-x tnter€rral. thread
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Materials
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Rotor w it 3ti
Votute, irr p+e.11er
rn rn pera i r
AST ha 3 . 2 } Clas:r. 4.0l
l ABS PIRANHA cutting system capable of shredding
domestic waste
O Suitable for high head hilly terrain applications
o Excellent for onsite" applic ations and where high
head/low flow is required
0 Rugged cast iron and stainless steel construction
• Operates with single or double piggyback float
switch
CI No control panel required
VA" discharge for economical piping installatit
O Easy, cost-effective instanation

A m p
Technical Data
Performance Cu
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IP
30' x 34" System 24" x 48" System
36"
30"
Corpora f
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'let: f �t.�..}1 23n-k .'00
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Regional Offices:
ABS Pumps Inc
113 Maritime Dri x
23"--
Installation Example
2" Vent
basin package;
Basin. 30 > 3" or. 24. 486
Fterrli sei- 343 or 2832poxy painted °3
Floats Two n aps;cit,:rCeffT €'riia.ro _,wits
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Weight; 140 I136
02o'1.: Pomp &
533 Belt Avenue,
Sacra CA 95838
Tot 6 1r.i 2408500
Fax:c 16) 925-39114
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NEW BIRTH CHURCH PUMP STATION DESIGN CALCULATIONS
I. DESIGN FLOW CALCULATION
FUTURE CONDITIONS
Number of Seats in Project = 2200
Number of Gallons per seat = 3
Average Daily Flow in Gallons per Minute =
Average Daily Flow (Gallons per Day) =
Peak Flow in Gallons per Minute
RUNK LINE CAPACITY
a. Daily Flow Rate (Qd) in Cubic Feet per Second
Qd = ,.
b, Capacity of Trunk Line at Minimum Slope
Diameter of Trunk Line in inches = 8
Minimum Slope of Trunk Line in ft/ft = 0D06
Mannings Coefficient for Trunk Lone = 0.013
Radius of Trunk Line in Feet =
Area of Trunk Line in sq,ft.
Wetted Perimeter (full flow)
Hydraulic Radius
Maximum Flow (Qm) in Cubic Feet per Second
Qm
III. COMPUTE STATIC HEAD OF SYSTEM
High Point Elevation of Force Main (ft) = 752,9
Pump Off Elevation (ft) = 716.5
Static Head (ft) .,.n

O E ?
A c 5 -
-0—cp
/ \ < cp

V. TOTAL DYNAMIC HEAD CALCULATIONS
a. Frictional Head For Puma & Vault - initial Conditions
Q (gprn) V (ft/s} V*2i2a (ft) K KV*2/2q Hf (ft/ft) L Pipe Frict Pin Head Slat Head TDH (ft)
0 0.000 0,000 11,1 0.000 0.000 22 0.000 0.000 12,25 12,250
10 1.021 0.016 11,1 0,180 0.0031 22 0.068 0.248 12,25 12.498
20 2,042 0,065 11.1 0.719 0,0112 22 0.247 0.966 12,25 13,216
30 3.063 0,146 11.1 1.617 0.0238 22 0.523 2.140 12.25 14,390
40 4.084 0,259 11.1 2.875 0.0405 22 0,890 3,765 12,25 16.015
50 5,105 0,405 11.1 4.492 0.0611 22 1.345 5,837 12,25 18.087
60 6,126 0,583 11.1 6.468 0,0857 22 1.885 8.353 12.25 20.603
70 7.147 0,793 11,1 8.804 0.1139 22 2.507 11,310 12,25 23.560
80 8.168 1.036 11.1 11,499 0.1459 22 3,209 14.708 12.25 26.958
90 9.189 1,311 11.1 14,553 0.1814 22 3.990 18,543 12.25 30,793
100 10.210 1.619 1'1.1 17.967 0,2204 22 4.849 22,816 12,25 35.066
Pipe Size (inches) = 2
K= 11,1
Pipe Length L = 22
HW Coefficient C = 130
Static Head = 12.25
b. Frictional Head Fur Force Main - PVC Pipe - initial Conditions
Q (gprn) V (ft/s) V`2/29 (ft) K KV*2/2q Hf (ft/ft) L Pipe Frlct Dvn Head Stet Head TDH (ft)
0 0.000 0.000 4.1 0.000 0.000 2104.9 0.000 0.000 24.15 24.150
10 1.021 0.016 4..1 0.066 0,0027 2104,9 5.714 5.780 24.15 2.9.930
20 2.042 0.065 4„1 0.265 0,0098 2104.9 20,599 20.864 24,15 45,014
30 3.063 0.146 4.1 0,597 0.0207 2104.9 43.612 44.209 24..15 68.359
40 4.084 0.259 4.1 1.062 0.0353 2104.9 74.258 75.320 24.15 99.470
50 5.105 0.405 4.1 1.659 0.0533 2104.9 112.209 113,868 24,15 138.018
60 6.126 0.583 4,1 2.389 0.0747 2104.9 157.222 159.611 24,15 183,761
70 7.147 0.793 4.1 3,252 0.0993 2104,9 209,105 212.357 24.15 236,507
80 8.168 1.036 4.1 4,247 0,1272 2104,9 267.701 271.948 24.15 296,098
90 9.189 1.311 4.1 5.375 0.1581 2104.9 332,876 338.251 24,15 362.401
100 10.210 1.619 4.1 6.636 0.1922 2104,9 404.514 411,150 24.15 435.300
Pipe Size (inches) = 2
K = 4.1
Pipe Length L = 2104.9
HW Coefficient C = 140
Static Head = 24.15
Frictional Head F
Cast lr n Pia1 - Initial Conditions
Q,(stpm} V (Ws) V*2/20 (ft) K KV_ •zI g Hf (ft/ft) L Pipe Frict Ltvn Head Stat Head TDH (it)
0 0.000 0.000 0 0.000 0.000 105 0,000 0.000 0 0,000
10 1.021 0.016 0 0.000 0.0031 105 0.327 0.327 0 0.327
20 2.042 0.065 0 0.000 0.0112 105 1.179 1,179 0 1.179
30 3.063 0.146 0 0.000 0.0238 105 2,495 2.495 0 2.495
40 4.084 0.259 0 0.000 0.0405 105 4.249 4.249 0 4.249
50 5,105 0.405 0 0.000 0.0611 105 6,420 6.420 0 6.420
60 6.126 0.583 0 0.000 0.0857 105 8.995 8,995 0 8.995
70 7.147 0.793 0 0.000 0.1139 105 11.964 11.964 0 11.964
80 8.168 1.036 0 0.000 0,1459 105 15.316 15.316 0 15,316
90 9.189 1.311 0 0.000 0.1814 105 19.045 19.045 0 19.045
100 10.210 1.619 0 0.000 0.2204 105 23.144 23.144 0 23144
Pipe Size (inches) = 2
K= 0
Pipe Length L. = 105
HW Coefficient C = 130
Static Head = 0.00

d. Fri
Head For Pump & Vault - Mid Conditions
Q (Upm) V (foal Vinci (ft) K.
0 0,000 0.000 11,1
10 1.021 0,016 11,1
20 2,042 0.065 11,1
30 3 063 0,146 11.1
40 4,084 0,259 11.1
50 5,105 0.405 11.1
60 6,126 0.583 11,1
70 7.147 0,793 11.1
80 8.168 1,036 11.1
90 9.189 1.311 11.1
100 10.210 1.619 11.1
Pipe Size (inches)'
K,
Pipe Length L
HW Coefficient C
Static Head
2
11.1
22
120
12.25
e. Friction Heed For Fo
w,m1 Y.it31J
0
10
20
30
40
50
60
70
80
90
0.000
1.021
2,042
3.063
4.084
5.105
6.126
7.147
8.168
9,189
10.210
Pipe Size (.inches)
K
Pipe Length L .=
HW Coefficient C w
Static Head
10
20
30
40
50
60
70
80
90
100
V*212q (ft�
0.000
0.016
0.065
0.146
0.259
0,405
0.583
0.793
1.036
1.311
1,6'19
2
41
2104.9
135
24,15
on bleed For F
V (lt/sl V*2✓2a (ft)
0,000 0.000
1,021 0.016
2.042 0,065
3.063 0.146
4.084 0.259
5,105 0.405
6.126 0.583
7.147 0,793
8.168 1.036
9,189 1.311
10.210 1,619
Pipe Size (inches)
=
Pipe Length L
HW Coefficient C
Static Head =
2
0
105
120
0.00
KV*2f2o
0.000
0.180
0.719
1.617
2.875
4.492
6.468
8.804
11.499
14,553
17.967
-PVC Pipe
Hf (Rift)
0.000
0.0036
0.0130
0,0276
0,0469
0.0709
0,0993
0.1321
0.1691
0.2103
K !W 2f2q Hf_(ftlfti
4,1 0.000 0.000
4.1 0.066 0.0029
4.1 0.265 0.0105
4.1 0.597 0.0222
4,1 1.062 0,0377
4,1 1.659 0,0570
4.1 2.389 0.0799
4.1 3.252 0.1663
4.1 4.247 0.1360
4.1 5.375 0.1691
4,1 6.636 0.2056
K KKV`2J2q
O 0 000
0 0.000
0 0.000
O 0.000
O 0.000
0 0,000
0 0.000
0 0.000
0 0.000
0 0,000
0 0.000
L Pik Friel
22 0,000
22 0.079
22 0.286
22 0.606
22 1.032
22 1,560
22 2.186
22 2.907
22 3,721
22 4.627
22 5.623
ondltl pns
L
2104.9
2104.9
2104,9
2104.9
2104.9
2104,9
2104.9
2104.9
21049
2104.9
2104.9
PI e -?iid Condi
Hf (fta t
0.000
0.0036
0.0130
0.0276
0,0469
0.0709
0.0993
0.1321
0.1691
0,2103
0,2556
rape Fr(ct
0.000
6.112
22.032
46.647
79.426
120.018
168.164
223.656
286,332
356.D42
432,666
Dvn Hea41
0,000
0.259
1.005
2,223
3.907
6.051
8.654
11,710
15.220
19.180
23.590
Qyn Head
0.000
6.178
22,,298
47,245
80,488
121,677
170,553
226,910
290.57'9
361,418
439,303
Stat Head TDH (ft}
12.25 12.250
12,25 12,509
12.25 13.255
12.25 14.473
12.25 16.157
12.25 18,301
12.25 20.904
12.25 23.960
12.25 27.470
12,25 31,430
12.25 35,840
Stet He d TON (ftl
24.15 24.150
24.15 30..328
24,15 46.448
24,15 7'1,395
24.15 104.638
24,15 145,827
24,15 194,703
24.15 251,d0
24.15 314.729
24,15 385.568
24.15 463.453
L Pipe Frict pvn Head Stat Head T(?H.('ft)
105 0,000 0.000 0 0.000
105 0.379 0.379 0 0,379
105 1.367 1.367 0 1,367
105 2.893 2.893 0 2,893
105. 4„927 4.927 0 4,927
105 7,441- 7.445 0 7,445
105 10.431 10,431 0 10.431
105 13.873 13.873 0 13,873
105 17.761 17.761 0 17.761
105 22,085 22,085 0 22.085
105 26.838 26.838 0 26.838

g. Frict onal Head Far Pump & Vault - End Conditions
q.(qprn) 1,1(titis 1r2.12p ift) j2g Hf MAI L Pipe Fr ict Dvn Heag Stat Head TDH (ft}
0 0 000 0.000 11 1 0,000 0.000 22 0,000 0.000 12,25 12,250
10 1.021 0.016 11,1 0.180 0,0051 22 0,111 0,291 12 25 12 541
20 2,042 0,065 11 1 0,719 0,0182 22 0.401 1,120 12 25 13,370
30 3,063 0,146 11,1 1,617 0,0386 22 0.849 2,466 12.25 14 716
40 4.084 0 259 11,1 2.875 0,0657 22 1,446 4,321 12,25 16.571
50 5 105 0,405 11,1 4 492 0,0993 22 2 186 6,677 12,25 18,927
60 6,126 0 583 11,1 6,468 0,1392 22 3,062 9,530 12.25 21,780
70 7.147 0,793 11,1 8,804 0,1851 22 4073 12,876 12 25 25,126
80 8,168 1,036 11.1 11,499 0,2370 22 5,214 16,713 12,25 28.963
90 9,189 1 311 11,1 14,553 0 2947 22 6.484 21,037 12 25 33,287
100 10 210 1 619 11,1 17.967 0,3581 22 7,879 25.846 12.25 38,096
Pipe Size (inches). 2
K r 11.1
Pipe Length L = 22
HW Coefficient C = 100
Static Head r 12,25
h. FjctlonaIHed For Force Main - PVC Pipe - End Conditions
Q (ddra) Y.M1) V*212q (ft) K Kr2/2g Hf WM) L !ape Friel Dyn Head Stet Head TDH ift)
0 0.000 0000 4.1 0,000 0.000 2104.9 0.000 0,000 24,15 24.150
10 1,021 0,016 4,1 0,066 0,0031 2104.9 6,554 6,620 24,15 30.770
20 2,042 0,065 4 1 0,265 0,0112 2104.9 23.625 23 891 24 '15 48,041
30 3,063 0 146 4,1 0 597 0,0238 2104.9 50,021 50,618 24,15 74.768
40 4,084 0,259 4 1 1,062 0.0405 2104.9 85,170 86,232 24. 15 110,382
50 5,105 0,405 4.1 1,659 0.0611 21049 128.697 130 357 24.1.5 154,507
60 6,126 0 583 41 2,359 0.0857 2104.9 180,325 182 714 24,15 206 864
70 7 147 0,793 4,1 3 252 0,1139 2104,9 239,832 243,084 24,15 267.234
80 8,168 1,036 4,1 4 247 0,1459 21114,9 307,038 311,285 24,15 335,435
90 9„189 1.311 4 1 5,375 0,1814 2104,9 381,789 387.165 24.15 411.315
100 10210 1619 4 1 6,636 0,2204 2104.9 463,954 470.591 24 15 494,741
Pipe Size (inches) r-- 2
K r. 4,1
Pipe Length L = 2104.9
HW Coefficient C = 130
Static Head = 24,15
i. Frictional Head For Fore - CastI P" -End Conditions
gigpm.) Ylfitis r2i2ciffit K KV*2/2q lit (ft/ft) L Pipe Frict Dyn Head Stet Head TDH Itti
0 0 000 0 000 0 0 000 0.000 105 0,000 0 000 0 0 000
10 1 021 0 016 0 0 000 0 0051 105 0 531 0 531 0 0 531
20 2,042 0 065 0 0 000 0 0182 105 1 915 1 915 0 1 915
30 3 063 0,146 0 0 000 C) 0386 105 4 054 4 054 0 4 054
40 4,084 0 259 0 0 000 0 0657 105 6 903 6 903 0 6 903
50 5.105 0 405 0 0 000 0 0993 105 10 431 10 431 0 10.431
60 6 126 0 583 0 0 000 0 1392 105 14 615 14.615 0 14 615
70 7 147 0 793 0 0 OK 0 1851 105 19 438 19 438 0 19 438
80 8 168 1036 0 0 000 0.2370 105 24 885 24,885 0 24 885
90 9 189 1.311 0 0,000 0 2947 105 30 944 30 944 0 30 944
100 10 210 1 619 0 0 000 0,3581 105 37 604 37,604 0 37 604
Pipe Size (inches) - 2
K - 0
Pipe Length L r 105
HW Coefficient C = 100
Static Head = 0.00

j. Total Dynamic Head For lniti l Conditions
Q (wool Q 14 a.. 2p. 4Q iQ Di ZQ 100
P&V TDH 12.25 12,50 13.22 14,39 16,01 18.09 20:60 23 56 26,96 30.7935.07
FM TDH (PVC) 24.15 29.93 45.01 68,36 99.47 138.02 183.76 236.51 296.10 362.40 435.30
FM TDH (DIP) 0.(10 0.33 1 18 2.50 4.25 6.42 9.ib6 11.9 5 15.32 19,p5 2.14
TOTAL
k. 'Total Dynamic Head For M1d Conditions
Q (gorni Q
P&V TDH 12.25
FM TDH (PVC) 24.15
FM TDH (DIP) 0.00
TOTAL ,..�.,4..
1Q 29 IQ 44.
12.51 1 3.26 14.47 16,16
30.33 46.45 71.39 104.64
0.38 1.37 2.89 4,93
18.30
145.83
2C1:90 23,96
194,70 251.06
10,43 13.1i7
27,47
314,73
17.76
QQ
31.43 35.84
385.57 463.45
22.08 26.84
l: Total Dynmic Head For End Conditions
Q Worn) 0 14 ztt 2.Q 4Q QQ LQ QQ 4Q 100
P&V TDH 12.25 12-54 13.37 14,72 16.57 18.93 2'1,78 25.13 28.96 33.29 38.10
FM TDH (PVC) 24.15 30.77 48.04 74.77 110.3.8 154.51 206.86 267.23 335,44 411..31 494,74
FM TDH ©iP 0 8" 1.99 4.05 6.90 10 43 14 62 19.44 24.89 30.94 37.60
( ) 0.00 3
TOTAL�: x
Pump Curve
Q (89rL1) 4 14 ?Q 4.0 S24 I QQ �Q
Pump Curve 1 110.00 98,00 87.00 74,00 59.00 43.00 28,00 4,00 0.00 0.00.

Head Curve
0 10 20 30 40 50 60 70 80 90 100
(9pm)
PUMP 'P
Total 0y am c Head For
s
k, Total Dynamic Head For;
Mid Conditions
I. Total Dynamic Head For
End Conditions
Pump Curve 1
Initial Condition

VI. FORCE MAIN VELOCITY
V = 0,409(Qp)/(D ^ 2)
Pipe Size (inches) = 2
Velocity Table
Pump
Condition Qp (ppm)
Initial 26.00
Mid 25,50
End 25,00
WI. CYCLE TIMES
V = T(Qd)(1-(QdWQp))
Tn V/(Qp-Qd)
Tf = VtQd
To buildoui
T(min)= 7.5
Qd (gpm)
Cycles per hour
V (gal)
v
V = Active Volume (gal)
T = Allowable Cycle Time Between Starts (min)
Qp .= Pumping Rate - single pump (gpm)
Qd = Design Daily Flow To Pumps (gpm)
Tn = Pump Time On
Tf = Pump Off Time
Tc = Total Cycle Time
Pump
Condition Qp (apm) Tn min Tf, rtt%n T. rnin
Initial 26,00
Mid 25,50
End 25.1)0
Church flow
T (min) = 15
Qd (gPm) _
Cycles per hour =
V (gal) =
Pump
Condition Qp (at) Tn mtn T
Initial 26.00
Mid 25,50
End 25,00

VUUL. EFFECTIVE DEPTH
©8 Vrue
Ve = 3.14(D*2)/41•1"
0(11)= 5.00
Ve(cf)=
De (ft) =
Actual cycle times
Total buildaut
T(min)--- 15
ad (Wm) = 20.
V (gal)
Pump
GQ(r it4'on
Initial
Mid
End
WV. SPECF(C SPEED
Ns = N" Qp^.5/1.1^0,75
N (rpm) = 3400,00
Pump
C©ndYti©n Qo fa101.1 Lin
Initial 26.0,0 85.00
Mid 25.50 88,00
End 25.00 90.00
xXPOWER RATING
Sf Prhp/Php
Prhp
Php =
Sp' =
V'= Volume For One Cycle Time (cf)
Ve = Volume For One Foot of Storage in Manhole
De = Effective Depth (ft)
D = Diameter of Wetwell
N$ = Specific Speed
N = Impeller Speed (rprn)
Op = Pump Discharge (gpm)
H = Total Head (ft)
Sf'= Service Factor
Prhp = Rated Horse Power
Php = Pump Horses Power
D (ft) = 5.00
Ve(cf)
De (ft)
T (min
Qd (gpm) = 1 t.4
V (gal) =,..,
Church flow
= 15
Pump
Gegtiltion QR (gprn)
Initial 26.00
Mid 25,50
End 25.00

XI. RESPONSE TIME FOR POWER FAILURE
A STANDBY ELECTRIC GENERATOR SHALL BE INSTALLED ON -SITE TO
BE USED AS AUXILIARY POWER TO OPERATE SEWER PUMPS IN CASE
OF MAIN POWER OUTAGE. THE GENERATOR SHALL BE PROPANE OR
NATURAL GAS. IT SHALL BE PROPERLY SIZED TO START AND OPERATE
THE PUMP MOTORS. PROPERLY SIZED WIRE, FITTINGS, CONNECTORS,
AND AUTOMATIC TRANSFER SWITCH SHALL BE PROVIDED.

XII. PUMP STATION BOUYANCY CALCULA' !ONS
a. Counter Bouvancy Calculation
Length of Bottom Slab Extension (ft) = 1.00
Bottom Slab Thickness (ft) = 1.50
Inner Diameter of Base Bottom (ft) = 4.00
Inner Diameter of Wetwell (ft) = 5.00
Thickness of Wetwell Walls (ft) = 0.50
Thickness of Top Slab (ft) = 0.50
Top Elev. of Wetwell Slab (ft) = 732.50
Bottom Elev. of Wetwell Slab (ft) = 714.00
Width of Hatch (ft) = 3.00
Length of Hatch (ft) = 5.00
Width of Concrete Trench Backfill (ft) = 1.00
Height of Concrete Trench Backfill (ft) = 1.50
Weight of Soil (lbs/cf) = 100.00
Weight of Concrete (lbs/cf) = 150.00
Height of Tapered Base (ft) = 0.50
Ground Surface Elev. (ft) = 732.00
Density of Water (lbs/cf) = 62.40
Vol. of Slab Base (cf)
Vol. of Top Slab (cf)
Vol. of Riser Section (cf)
Vol. of Tapered Base Section (cf) =
Vol. Of Conc. Trench Backfill (cf)
Total Vol. of Conc.(cf)
Total Weight of Conc.(lbs)
Vol. Of Soil Over Conc. Backfill Ring (cf) _
Weight of Soil Over Conc. Backfill Ring (lbs)
Total Counter Bouyamoy Weight (lbs) ,
* Weight of Pumps, Piping, and Hatches Not Included

b. Bouyancy Calculation
Assumption Water Level at Ground Surface
Inter Diameter of Wetwell (ft) = 5.00
Length of Bottom Slab Extension (ft) = 1.00
Thickness of Wetwell Walls (ft) = 0.50
Ground Surface Elev. (ft) = 732.00
Bottom Elev, of Wetwell Slab (ft) = 714.00
Bottom Slab Thickness (ft) = 1.50
Density of Water (Ibs/cf) = 62.40
Volume Displaced By Pump Station (cf)
Volume Displaced By Conc. Backfill Ring (cf) _
Volume Displaced By Soil Over Backfill Ring (cf)
Total Volume Displaced (cf)
Weight of Water Displaced (lbs) _
c. Safety Factor
SF = Total Center Bou ancy,Weght.
weight of Water Displaced
SF

T (min
Qd (gpm
V (gal)
Force main
D (in) _
Ve (gal) =
Di (ft)
XIII. FORCE MAIN FLUSH CALCULATION
Total buildout
15
20.83
2.00
Church flow
T (min) = 15
Qd (gpm) = 1 "1.46
V (gal)
Therefore, Low point of force maim wilt be flushed in one cycle.
V = Volume For One Cycle (gal)
Ve = Volume For One Foot of Storage in Force Main
DI = Effective Length of Force Main Flushed per Cycle (ft)
D = Diameter of Force Main
XIV EXISTING GRAVITY SEWER CAPACITY°" CALCULATION
Number of Lots in Existing Subdivision = 94
(Assuming four bedroom homes)
Flow from Existing Homes = 45120 gpd @ 120 gpd/bedroom
31.33 gpm
Total buildout
Pump
Condition Qp (ppm) Qt (ppm), Qt 1 V (fps) D (in)
Initial 26,00 57.33 0.13 2.00 1.93
Mid 25.50 56.83 0.13 2.00 1,93
End 25.00 56.33 0.13 2,00 1,93
Qp = Pumping Rate - singe purnp (gpm)
Qt Total flow in existing gravity sewer main
V = Velocity in gravity sewer main (fps)
D = Depth of flow in gravity sewer main (in)
Existing gravity sewer main is an 8 PVC
u
0.6% slope,

VICINITY MAP
NO SCALE
R=25.D0
L=39.02
CH =S81'56'13"E
35.18
2.08'
rr < IR
* 0
iA
tf) N•
35'X35' SIGHT
Z nk. TRIANGLE MP.)
NIR
N
ui
N
NIR
Rw
10'X70' SIGHT
TRIANGLE (TYP.)
TRANSIBONAL
R/M`
LOT 9
SAM FURR ROAD
NC HIGHWAY 73
(PROPOSED 200' PUBLIC RIGHT-OF-WAY)
(EXISTING 100' PUBLIC RIGHT-OF-WAY)
LOT 3
NEW BIRTH DRIVE
(94' PUBLIC BICBT--OF WAY)
N55' 10'40"E
388.36' TOTAL
RW
FORCE MAIN ESM'T
3629 SQ. FT. i
i
NPS
NPS
CH�55'21 1
405.96'
L =406. 04'
R�679.58'
TOTAL
\ NOTES:
1. APPARENT SOURCE OF TITLE: D.BK. 18134 PG. 131.
2. THE RATIO OF PRECISION FOR THIS SURVEY IS 1:15,000 OR BETTER.
3. UNLESS SIGNED AND SEALED, THIS PLAT IS PRELIMINARY NOT FOR
RECORDATION, SALES OR CONVEYANCE.
4. AREA BY COORDINATE GEOMETRY METHOD.
5. ALL PROPERTY CORNERS SET ARE #5 REBAR UNLESS OTHERWISE
NOTED.
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
CHORD BEARING
CI
104.46'
5679.58'
104.46'
586'53'07'W
55615'24'W
C2
20.12'
5579.58'
20.12'
100
N. Oco
PUMP
1182- S
Ro#4 REBAR
0
GRAPHIC SCALE
0 50 100
( IN FEET )
1 inch = 100 ft..
/ /
CONCRETE CONTROL MON.
q, ro
NIR +
ACCESS EASEMENT
860 SQ. FT.
DAY CARE-SNFURR LLC
D.BK. 20984 PG. 578
PIN.i 0N 011-2D TR1--11
z
STA. ESM'T
Q. FT;
tri
us G1
� �tO
1n 9
- 0.53' EIR #4 REBAR
XNPS
21313121remr oc sorzvmr a -
200
LEGEND
EIP PROPERTY UNE
EIP EXISTING AXLE
EXISTING IRON PIPE
EIR EIR EXISTING IRON REBAR
NPS NO POINT SET (NPS)
NLR IRON REBAR SET
NCGS MONUMENT
R/W RIGHT OF WAY
NTS
•
SUPERVISION GAMBLE.N E.
FROM ANA ACTUAL SURVEY MADE NDERWMY (D.BK.SUPERVISION E`
PG.); . THAT THE RATIO OF PRECISION AS CALCULATED IS 1:15,000 OR BETTER: THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY SHOWN AS BROKEN UNES PLOTTED FROM
INFORMATION AS REFERENCED ON THIS PLAT; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION. WITNESS MY
ORIGINAL SIGNATURE, NUMBER AND SEAL THIS 16th DAY OF
FEB A Y, A.D., 20 � mI1RFy�a�.�
GLENN E. GAMBLE 41 et .I!
NORTH CAROLINA PLS REGISTRATION NO. L-3276 a/1�IsS ' `
O � P
t
a 4 S�� ` �
. �3276 �s1147(4;Zrte.45.Eti.Nto?A.,!:\:411
NOT TO SCALE
- UNE FROM DEED OR PLAT
-- ---� EASEMENTS/51TE TRIANGLES
•~ -RW
NCGS MONUMENT "NEW
NC GRID NAD 83 ROAD"
N 622,680.97
7,455,346.60
ELEV = 724.74 (NGVD
BENCHMARK 29)
NOTES: (CONTINUED)
6. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
7. TRAVERSE ADJUSTED BY LEAST SQUARES ADJUSTMENT METHOD.
8. THE PURPOSE OF THIS PLAT IS TO DEDICATE THE SEWER
EASEMENT TO AQUA AS SHOWN ON LOT 1 OF NEW BIRTH OF
CHARLOTTE PHASE 1 MAP 1 (AS OF THIS DATE NOT RECORDED).
UNE
L1
L2 TOTAL
L3
L4
L5
L6
L7
18
L9
L10
L11
L12
L13
L14
L15
L16
L17
UNE TABLE
LENGTH
9.49
6236
107.14
58.38
21.75
99.71
53.68
20.00
9.49
20.00
24.71
52.84
22.29
40.08
50.29
35.77
40.08
BEARING
N88.51'37"w
50108'23'W
S01'56'42'E
S400D'00'E
S01'0B'23"W
501'56'42'E
S40 00'00'E
S88'S1'37'E
S88'5t'37`E
N8B'51'37"W
N55 10'40'E
N551 O'40'E
N01'08'23"E
N01'08'23'E
N01108'23'E
NO1'08'237
NO108'23'E
EXHIBIT MAP OF PROPOSED SANITARY SEWER EASEMENT
NEW BIRTH OF CHARLOTTE
PROPOSED SANITARY SEWER EASEMENT
CITY:
HUNTERSVILLE
SCALE
r=100'
JOB NUMBER
751.00
DATE 02/18/09
MECKLENBURG CO.
Ma®DE
STATE;
NORTH CAROLINA
cunn=LLsurvy�,
euMAN-gist Catawba AvenueCornelius, N.C.
7 7290 28031
655-7291 (fax)
DRAWN BY GEG _ CHECK BY JMC
SHEET 1 OF 1

BASIS OF BEARING:
NC GRID, NAD 83
NEW BIRTH OF CHARLOTTE
HUNTERSVILLE, NORTH CAROLINA
MECKLENBURG COUNTY
PUMP STATION SATE DRIVE

Base Engine
Displacement In(L)
Overspeed Limit, rpm
Regenerative. Power, kW
Cylinder Black Configuration
Bettsry Capadlty
Battery Charging Alternator'
Starting Voktaga
Luba Lill Elitist Typee
Standard Cooling g Systsm
Standard Fuel
m 2006 Cummins Power Generation
. Fuel system trtlorts
combination natur �t�P
Fond Modal ESC`f442, naturally
aspirated
266.0 (4.2)
2260 t50
12,00
Cast Iran, V 6 gf€Ecr
200 amps minimum et ambient rattaare trt 32`F (O C)
66 amps
12-volt, negativeg°®round
Single spin -on ceresterr-c ombilnatian full SOW with bypass
$04°F (40°C) ambient radiator cooling system
LP vapor is standard. Options! LP liquid, natural gas, LP liquid/natural gas and LP
vaportnat'aaa1 gas
3.4 (6
1122:ti
9.3:
e.0 (6,7)
161(L
3,74
122.0
9.7 (9.2)
Speofficatkiine subject to change without notice
47.0)
0,3:1
t4
216.0
970
S-13261(6/06)
EX. SANITARY SEWER PUMP
STATION WITH WATER SERVICE
PROP. NATURAL GAS GENERATOR
SEE SPECIFICATIONS THIS SHEET
PROPOSED 1-1 /4" GAS SERVICE
PROPOSED GAS METER
EX. BACKFLOW PREVENTERS
PROPOSED 1" GAS SERVICE
EX. WATER METER
EX. 4"
GAS MAIN
e
GR !'H � SCAB
( IN ;F' '1' )
inch = 30 ft.