WQ0029442_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Sep;
North Carolina Department of E.nvironment and Natural Resources
Alan W. Klimek, P.E Di
Division of Water Quah
April 19, 2006
Mr. Darren Wood, Manager
Beatties Ford Retail, LLC
521 East. Morehead Street
Suite 100
Charlotte, NC 28202
Subject: Permit No. WQ0029442
Stewart Creek Crossing
Beatties Ford Retail, LLC
C .MU PROJECT #600-64-606
Mecklenburg County, North Carolina
Dear Mr, Wood:
In accordance with your application received on April 10, 2006, we are forwarding herewith
Permit No. WQ0629442, dated April 19, 2006, to Beatties Ford Retail, LLC 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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,
)r
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H ,0227 or any
individual system -wide collection system permit issued to the Permittee,
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein, Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application, It shall be
the Perrrmittee'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.
M rcav°ille Regional ()nice 610 East Center Ave.„ Suite 301 lnreeaseil1e,
Internet www.rtcwaterquality_org Customer Service: I-8'77-623-6748
An Equal 0pportunitylAfirnnative Action Employer — 50% Recycled/10% Post Consumer Paper
NC 211115 Phone: [phone] Fax: [phone]
Nt r` hCarolina
atura!!y

Mr. Darren Wood
Page 2
April 19, 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Beatties Ford Retail, LLC for the construction and operation of approximately 242 linear feet
of 2-inch force main and a 29 gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms and wet well storage, as part of the Stewart Creek Crossing project, and the
discharge of 11,272 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system, pursuant to the application received April 10, 2006, and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (Irwin Creek NPDES No. NC0024945) prior to being discharged into the
receiving stream.
The Operational Agreement between the Permittee and the Environmental Management -
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
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 writtenpetition; 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.
Sincerely,
for Alan W. Klimek, P.E.
cc: Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024945)
Brian Upton, The Issacs Group
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
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 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume `of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities -as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall 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. •
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may.. subject the Permittee .to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B :0200, erosion and 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.
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 Part1 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 I! 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 4th day of November, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i -,
for Alan W. Klimek, .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit'Number WQ0029442
3

-Fast Track Engineering Certification
Permit No. WQ0029442
April 19, 2006
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest,past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, E weekly, ❑ full time) the construction of the Stewart Creek •
Crossing, 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 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's. Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force'Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL. OFFICE
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.

r ppoOF NORTH CAROLINA
OUNTY OF MECKLENBURG Permit No. `CO 14 4 2—
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this SIXTH day of
SEPTEMBER 2005, by and between the North Carolina Environmental Management Commission, an agency
of the State of North Carolina, hereinafter known as the COMMISSION; and BEATTIES FORD RETAIL,
LLC, a corporation/general partnership registered/licensed to do business in the State of North Carolina,
hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in MECKLENBURG County, upon which it is
erecting and will erect dwelling units and other improvements, said development to be known
as STEWART CREEK CROSSING (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter -Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the BEATTIES FORD RETAIL, LLC (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans'and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
rnn r r. rim T nn Irv)

heDEVELOPER shall provride in. the Declaration and Association Bylaws that the Disposal System and
pir
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with, flaw and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities, The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal,. State, and local taxes and insurance.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, th.e Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses, Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
b_ In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no .limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
If a. wastewater collection system and wastewater treatment and!or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that. it would be contrary to the public interest and to the public health, safety and welfare for
the. Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association. Bylawsthat the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and S above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North, Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Alan V. Klimek, P .,TDirector
Division of Water Quality
(Date)
BEAT TIES FORD RETAIL, LLC
Name of DEVELOPER
(DateIllgc
rrrin% . V'F .T11'1,n1

Permit Number WQ0029442
Central Files: APS SWP
04/19/06
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
11272
Facility
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Stewart Creek Crossing
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Beatties Ford Retail LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Mike Weiss, Manager
Orig Issue App Received Draft Initiated
10/12/05
Regulated Activities
Commercial or industrial, other
Restaurant
Wastewater collection
Scheduled
Issuance
Public Notice Issue Effective
ReauestedlReceived Events
Additional information requested
Additional information received
Additional information received
Additional Information received
Additional information requested
Additional Information received
Additional Information requested
Additional information requested
Additional information received
Additional information requested
Other agency comments requested
Additional information received
Expiration
11/02/05
11/02/05
11/14/05
12/01/05
01/05/06
01/19/06
03/24/06
04/10/06

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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
o: rtleibb.5b10ril1 e
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be completed by DW(])
1. Owner::
la. BEATTIES FORD RETAIL, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
O 1 b, ,12/ Darren Wood A44-/414 (A F!Z
H Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Q Ic. The legal entity who will own this system is:
re 0 Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corporation [J Other (specify):
O ld. 521 E. Morehead St.. Suite 100 le. Charlotte
Mailing Address City
if. NC - lg. 28202
O State Zip Code
lh. 704-365-0820 11. 704-365-8911 1j. [e-mail]
Telephone Facsimile E-mail
U 2. Project (Facility) Information:
J 2a. STEWART CREEK CROSSING 2b. MECKLENBURG
d Brief Project Name,(permit will refer tothis name) County Where Protect is Located
EL
Q 3. Contact Person:
Q 3a. BRIAN T. UPTON, P.E.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
N FORMATION
Phone Number • E-mail
1. Project is ® New 0 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (t.e. adding another
phase, changing line size/length, etc.). Only include the modified Information In this permit application - do not
duplicate project Information In B(7) and B(10-11) that has already been included In the original permit.
2. Owner is ❑ Public (skip to Item B(3)) ®.Private (go to Item 2(a))
2a. if private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
® Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
❑ Public Utility (instruction Ili)
❑ Homeowner Assoc./Developer (Instnrction IV)
3. CHARLOTTE MECKLENBURG UTILITY DEPARTMENT
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. IRWIN CREEK WASTEWATER TREATMENT PLANT 4b. NC0024945
Name of WWTF WWTF Permit No.
5a. CMUD 5b. Gravity 15c. 100-03-566
Owner of Downstream Sewer Receiving Sewer Size Force Main L Permit Number of Downstream Sewer (if known)
I_— 6. The origin of this wastewater is (check all that apply):
2 ❑ Residentlai Subdivision ❑ Car Wash
W ❑ Apartments/Condominiums 0 Institution
LU El Mobile Home Park 0 Hospltal
❑ School ❑ Church
Ed ® Restaurant ❑ Nursing Home
® Office ❑ Other (specify):
100 % Domestic/Commercial
Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: approx. 11,272 gallons per day
*Do not include previously permitted allocations
8. if the permitted flow is zero, indicate why:
❑ interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

PAST -TRACK APPLICATION for GRAVITYSEWERS, ,PUMP STATIONS, AND FORCE MAINS
PAGE 4
,
. S. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
(20 EMPLOYEES x 25 GAUEMPLOYEE = 500 GPD) + (2500 SF RESTAURANT X 40 GAU15 SF = 6667 GPD) +
(5 DRYCLEANER MACHINES X 500 GAUMACHINE = 2500 GPD) + (13381 SF RETAIL x 120 GAUI000 SF'=1606 GPD)
=11272 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
;.: ;.;..
(inches)
Size Inches
Length (feet)
Gravity or Force Main
(use the pull down menu)
r
242
FORCE MAIN
—
-- — _
E
11111T111111
ENTER TOTAL LINE LENGTH IN MILE 0.0458
— -
..11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
�•
'r, -,
Location ID I
(self chosen - as shown on i Design Flow
.lans for cross-reference) I (MGD)
i Power Reliability Option
Operational Point (1- dual fine feed; 2- permanent generator w/ATS; 3-
GPM 0 TDH portable enerator wlteiemetry; 4-wet well storage)
�'.
_ PROP. LIFT STATION .011272
29.23 4
i
1
'
'W .,.
v
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ■ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
.
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
0
►_i
•
Yes
Yes
Yes
❑
■
■
No
No
No
0
■
0
N/A
N/A
NIA
.
14. Does this project involve aerial lines or siphons? Check if yes! ❑
ihesalirtasvrill_t=e_considered_high.prioity_andrausi_ba.shecker_one _exeysixfnontbs___----._.—____
15. Does this project have gravity sewer lines designed at minimum slopes? ■
Be aware that the Division will not accept Installed lines more than 10% flatter than the minimum slope. lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02103 - Rev. 3 04/05

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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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2E
0
F---
LL
cc
W
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1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets a
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
El A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
E3 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
County
Waterbody Stream Waterbody
River Basin Index Classification
Submit the 8.5" x 1I" COLOR topographic map as required in Instruction Vi
regardless of whether a classification Is provided!
1. Applicant's Certification:
la.
1, SIGNING OFFICIAL NAME, attest that this application for STEWART CREEK CROSSING
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if ell 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 143-215.68, 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 tine not to exceed S10,000
as well as civil penalties up to $25,000 per violation.
Signing Official Signature
2. Professional Engineer's Certification:
Darren Wood
War
Date
I attest that this application for STEWART CREEK CROSSING 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 reguialons, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, end 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 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which My fectucle a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. ,0. CA! r0
2a. BRIAN T. UPTON � .. pFESS
Professional Engineer Name
2b. THE ISAACS GROUP
Engineering Firm
2c. 8720 RED OAK BLVD., STE. 420
Mailing Address
2d. CHARLOTTE
2e. NC 2f. 28217
City
2g. [phone] 2h.
State Zip
[phone] 2i. [e-mail]
Telephone Facsimile
E-mail
<;.6 .!?• ....
Q ti
PI T. 0? N' `•
Tilkk.'‘
q8
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

.TopoZone - The Web's Topographic Map
Page 1 of 1
0.1 0.2 0.3 0.4 0.5 km
0 0.09 0.18 0.27 0.36 0.45 mi
Map center is 35° 18' 14"N, 80° 51' 29"W (WGS84/NAD83)
Derita quadrangle
Projection is UTM Zone 17 NAD83 Datum
http://www.topozone.coni/print. asp?z=17&n=3906745.0000926&e=512902.999999999&s—... 9/6/2005

TopoZone - The Web's Topographic Map
Page 1 of 1
is 0.3 0.6 0.9 1.2 1.5 km
0.2 0.4 0.6 0.8 1 mi
Map center is 35° 18' 14"N, 80° 51' 29"W (WGS84/NAD83)
©erica: quadrangle
Projection is UTM Zone 17 NAD83 Datum
G=0.082
http://www. topozone.corn/print. asp?z=17&n=390673 8.0000926&e=512901.999999999&s=... 9/6/2005

0/1012005 11:09 7043932319
ppr
October 10, 2005
Mr, Michael A. O'Rourke
The Isaacs Group
8720 Red Oak Boulevard
Suite 420
Charlotte, NC 28217
CMU NS
C 0. 0TrE-MECKLENBURG
IT1ES
SUBJECT: WATER AND SANITARY S14fER FL C►1&tf ACCEPTANCE
STEWARTS CROSSING
C-MU PROJECT# WO-OS-567
Deer Mr. O'Rourke;
PAGE 02/04
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map,
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the sewage flow of (see engineers carcurafion attached) from this project for transmission to the
Irwin Creek Wastewater Treatment Plant; NPDES permit number NC0024945. for treatment. This
acceptance of flow is based on the existing capacity of the designated publicly owned treatments works;
which is contingent upon final acceptance and issuance of a discharge permit from the appropriate local,
State, or Federal Agency, whicrrever might have control.
Upon completion and acceptance of all necessary water mair s t+ serve the subject site, Charlotte -
Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject
project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, (WMSP # 00-00251 & PWS ID # 0160010), on foie with the Public Water Supply
Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a constant pressure or
quality of flow, This agreement is also contingent upon approval by the Division of Environment, Health,
and Natural Resources.,
Chartotte-Mecklenburg Utilities does not expect any of the above conditions preclude water ewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis.
If you have any questions, you may contact me at (7t14j 9tu5107
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Philip S.Johnson
Customer Service Division, New Services Section
CHMLO 1 14-MECKLENBURG iJT1LIT1Es
Customer Service division New Servl
4
Ph: 7
Fax 704f

11:09 704393231.9
CMU NS
PAGE 04/04

r0/10i:2005 11:09 7043932319 CHU NS
EP-BE-2005 IL:17 Fronn
To:97W0932219
WASTEWATER FLOW RA1 t
PROJECT: Stewart Creek Crossing - Beatties Ford Rd., Charlotte, NC
ENR-ENVIRONMENTAL MANAGEMENT COMMISSION T15A: 021-! .0200
NORTH CAROLINA ADMINISTRATIVE COO E (Effective April, 2001) Page 37 39
PAGE 03104
4 '5
Type of Establishment qatIons Area (f) Seats EnlployeQs 0 h Units Dail
Businesses
gal/employee
Food Service Facilities Restaurants
Resataurent
gal 115 ft2 of dining area
Diycleaners
gal / machine
Stores, Shopping centers and malts
gal / 1000 ft2
25
2500
500
120 13381
20 500
5657
2500
1606
Fk,wRete 11272

PUMPSTAl I
veh� ,,�..�i�_�, pwr. 1R p: •, r'=S e:1%i11.::Y1{i Y:
PROJECT: fSt `t ?
DATE: 10-Apr-06
Force main highest elevation
Number of units =
Unit Flow (gpd) =
Addition& flow
Total Flow (gpd), (gpm) =
Req'd Pump Capacity (gpd), (gpm)
Actual Design Pumping Rate (gpm)
Diameter of Wet Well (ft) =
Volume WW per foot (cf/ft), (gift) =
Storage Depth (ft) =
Storage Volume (cf), (gal) =
Fill Time for Storage Depth (min) =
Run time for Storage Depth (min) =
Total Cycle time (min) _
Pump Cycles/ hr =
Head Loss due to Friction (in proposed pipe):
Pump Elevation
Force Main Equivalent Length (ft) =
Force Main Diameter (in) _
Velocity in FM at pump rate (ftls) =
Hazen-Williams'C'=
Fricitonal head Toss / 100' at pump rate (ft) =
Frictional head Toss at actual pumping rate (ft) _
Total Existing Head (ft) =
Total Static Head (ft) =
Total Fricitonal Head (ft)
Total Dynamic Head =
Wet Well/ Switch Elevations:
Rim Elevation =
Lowest Gravity Sewer Inlet Invert =
High water alarm elev. =
Lead pump on elev.=
Pumps off elev. =
Bottom wet well elev. =
Depth of Wet Well =
11272.4
28181.0
6;'flOggil
28.26 211
ERMA
21.20 158
20.25
4.15
24.41
2.46
798.00
290.40
FF'1f :l6a10:
4.69
140.00
4.56
13.23
t lEtf ! 1
16.00
13.23
29.23
ladtd
800.25
799.75
799.00
798.00
11.00
Gar.
None
7.8 =No. units*unit flow+additonal flow
19.6 = 2.5 * Total flow PEAK FLOW
.4=1ft*3.14*D"2/4
.5 = Storage Depth * Volume/ft
= Storage Volume/ Total avg. flow
Storage Volume/ (Pump Rate - Total flow)
= Fill time + Run time
= 60/Total Cycle time
=Force Main Length*1.2
gpm * 0.408/D"2
For type pipe
Force Main Length/100 * Head Loss
= FM Elev.-Pump Elev.
= Force Main Length/100 *Head Loss
= Exist. Head + Static Head + Frictional Head
Invert elev. - 0.5'
= High water alarm elev. - 0.5'
= Lead elev. - Storage Depth = Pump Elev.
= Pump elev. - 0.5'
= Rim elev. - Bottom WW elev.
H:\Excel12003103203-PUMPCALC.xls Page 1

Power Outage Storage Calculation:
History of Reliability indicates a power outage period of:
4 hours & 45 minutes
( 285 minutes
Finished Floor Elevation =
Wet Well Rim Elevation
Wet Well Bottom Elevation =
810.60
809.00
798.00
Total Flow, (gpm) = 7.8
Required Storage Volume (gal.) =
Wet Well Diameter (ft.) =
Wet Well Depth (ft.)
Wet Well Volume per foot (g/ft) =
Provided Storage Volume (gal.) =
2230.99 (Total Flow * Power Outage Period)
6.00
11.00
211.38
2325.23 O.K. per NCDENR requirements

Page 1of1
North Carolina
Elaine F Marshall DEPARTMENT OF THE.
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0822 [phone]
Corporations
Corporations Home
'Important Notice
`Corporate Forms/Fees
'Corporations FAQ
'Tobacco Manufacturers
'Dissolution Reports
•Non -Profit Reports
`Verify Certification
'Online Annual Reports
Links
'Secretary Of State Home
•Register for E-Procurement
'Dept. of Revenue
Legislation
'1999 Senate Bills
'2001 Bill Summaries
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Search
'By Corporate Name
'For New Corporation
'By Registered Agent
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'Start An Order
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Contact Us
'Corporations Division
'Secretary of State's web site
Print
*Printable Page
For questions or comments abou
Date: 11/1/2005
Click here to:
View Document Filings
Print apre-populated Annual Report Form 1 File an An
Report 1
Corporation Names
Name Name Type
Legal
mited Liability Company Information
NC Beatties Ford Retail,
LLC
S©SID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0752416
20-2012031
Current -Active
11 /16/2004
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Lewison, Duncan H.
8828 Heydon Hall Circle
Charlotte NC 28210
8828 Heydon Hall Circle
Charlotte NC 28210
8828 Heydon Hall Circle
Charlotte NC 28210
8828 Heydon Hall Circle
Charlotte NC 28210
he North Carolina Secretary of State's web site, please send e-
mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Piterld=6552412
11/1/2005

Re: [Fwd: Stewart Creek
Subject: Re: [Fwd: Stewart Creek]
From: Marie Doklovic <marie.doklovicCa),ncmail.net>
Date: Thu, 06 Apr 2006 13:27:40 -0400
To Mike O'Rourke <morourkegisaacsgrp.com>
CC: Dee Browder <Dee.Browder@)ncmail.net>
Mike,
Thanks, but we need the wet well to be sized to hold the longest outage of 4 hours and 45 minutes and
therefore, no variance would be requested. We are not going to accept the variance request on the second
longest outage per the summary provided to Dee. If you cannot resize the wet well, adjust floats, etc.,
then simply specify a portable generator receptacle and telemetry system. It is not that much more cost to
the project.
Thanks,
Marie
Mike O'Rourke wrote:
Marie,
Thank you for your response. Attached is a PDF file that includes the corrected Fast Track
application (Section Bi2 and Section C have changed), supporting calculations, and topographic
maps. The maps did not convert to a color PDF, so I have also attached a bitmap image of the area for
further clarity. I can send a hard copy of this information to you or Dee upon your request. Please let
me know ASAP if this application is acceptable. Thanks again.
Sincerely,
Michael ©'Rourke, El.
The Isaacs Group, PC
8720 Red Oak Boulevard
Suite 420
Charlotte, NC 28217
phone: [phone] ext: 134
fax: [phone]
morourke{cisaacsgrp.com
From: Marie Doklovic[mailto:[e-mail]]
Sent: Wednesday, April 05, 2006 3:41 PM
To: Mike O'Rourke
Cc: Dee Browder
Subject: [Fwd: Stewart Creek]
Mike,
The attached is what 1 had sent to Dee regarding your request. She probably just hasn"t had time to
➢ of 3
4/6/2006 1:50 PM

RE: [Fwd: Stewart Creek]
Subject: RE: [Fwd: Stewart Creek]
From: "Mike O'Rourke" <[e-mail]>
Date: Wed, 5 Apr 2006 18:35:50 -0400
To: "Marie Doklovic" <marie.doklovic@,ncmail.net>
CC: "Dee Browder" <[e-mail]>
Marie,
Thank you for your response. Attached is a PDF file that includes the corrected Fast Track
application (Section B.12 and Section C have changed), supporting calculations, and topographic maps, The
maps did not convert to a color PDF, so I have also attached a bitmap image of the area for further clarity.
can send a hard copy of this information to you or Dee upon your request. Please let me know ASAP if this
application is acceptable. Thanks again.
Sincerely,
Michael ©'Rourke, E.I.
The Isaacs Group, PC
8720 Red Oak Boulevard
Suite 420
Charlotte, NC 28217
phone: [phone] ext: 134
fax: [phone]
morourke aaisaacsgrp.com
From: Marie Doklovic[mailto:[e-mail]]
Sent: Wednesday, April 05, 2006 3:41 PM
To: Mike O'Rourke
Cc: Dee Browder
Subject: [Fwd: Stewart Creek]
Mike,
The attached is what I had sent to Dee regarding your request. She probably just hasn't had time to draft a
request for you to correctfchange the application.
Thanks,
Marie
------- Original Message
Subject:Stewartt Creek
Date:Sun, 2 Apr 2006 13:55:09 -0400 (EDT)
From:[e-mail] <[e-mail]>
Reply-To:Marie.DoklovicAncmail,net <Marie.Doklovic c_tfncmail.net>
To:dee.browdeOner nail.net
1 of 3 416/2006 8:06 AM

Authorization to sign for Beatties Ford Retail, LLC
Subject: Authorization to sign for Beatties Ford Retail, C
From: "Darren Wood" <dwood(c_4rovgrp.com>
Date: Wed, 2 Nov 2005 08:51:34 -0500
To: <[e-mail]>
CC: <[e-mail]>, <buptongisaaesgrp.com>, 'Mik
Dear Dee,
issprovgrp.com>
I am a Manager and authorized signatory and company officer for Seethes Ford Retail, LLC (project also
known as Stewart Creek Crossing) . Mike O'Rourke with the Isaacs Groups asked me to email
confirmation of this in connection with our Iift station for the project. Please call me if you have any
questions,
Thank you for your assistance.
Darren P. Wood, MRICS
The Providence Group
521 E. Morehead Street
Suite 100
Charlotte, NC 28202
Tel:[phone]x111
Fax:[phone]
1 of 1 11/3/2005 1;11 PM

ory of Reliah ility, Beatties Ford Rd south of Sunset Rd. (Char...
Subject: FW: History of Reliability, Beatties Ford Rd south of Sunset Rd. (Charlotte)
From: "Mike O'Rourke" <morourkesaacsgrp.com>
Date: Thu, 5 Jan 2006 09:22:30 -0500
To: <[e-mail]>
Dee,
I finally received the History of Reliability for the Beatties Ford Road
site (Stewart Creek Crossing project). If the email from Duke Power is
an acceptable form of correspondence (please see below), I will use that
data to update the pump station calculations and then send them to you.
Please advise.
Thanks,
Michael. O'Rourke, E.I.
The Isaacs Group, PC
8720 Red Oak Boulevard
Suite 420
Charlotte, NC 28217
phone: [phone] ext: 134
fax: [phone]
raorerax:ke@isaacsgrp..com
-----original Message
From: James M Wilson [mailto:imwilsTy nOdtake-energy.com]
Sent: Wednesday, January 04, 2006 1:3t1 P'M
To: Mike O'Rourke
Subject: History of Reliability, Beatties Ford Rd south 6f Sunset Rd.
(Charlotte)
Michael, my records show four circuit outages ira tl'ae past three years
that would have created outages for this loca
The outages lasted 2 hours, 30 minutes, 4 hr. 45 minutes, and 10 minutes
according to my data.
In January of 2005 a raew circuit was added in the substation feeding
this location. The station is located near the corner of Sunset Rd. on
Statesville Rd. The old circuit route went south from the station to
Hutchinson McDonald Rd, then along Cindy Lane to Beatties Ford Rd and
back north, ending at Sunset Rd. The new circuit route feeds from the
station west on Sunset Rd. then south by this location along Beatties
Ford Rd.
ending just past Cindy Lane.
These changes were due to the obvious. load. growth in the area. as you
can see the. result is less line exposure by about 2.5 miles..
Let me know if more information is needed for your analysis.
Jim Wilson
Distribution Engineering/ Duke Power
704-594-6362
1 of 1 1/5/2006 9:50 AM

STEWART CREEK CROSSING
Subject: STEWART CREEK CROSSING
From: "Mike O'Rourke" <morourkegisaacsgrp.com>
Date: Mon, 14 Nov 2005 15:47:08 -0500
To: <dee.browder ct ncmail.net>
Dee,
I have requested a power reliability letter from Duke Power (with regards to the Stewart Creek Crossing
project). I expect to have the letter and relevant wet well storage calculations forwarded to you by Thursday
11/17/2005.
Thanks,
Michael O'Rourke, E.I.
The Isaacs Group, PC
8720 Red Oak Boulevard
Suite 420
Charlotte, INC 28217
phone: [phone] ext: 134
fax: [phone]
morourke( isaacsgrp.com
I of ! t 1/17/2005 I:32 PM

STEWART CREEK CROSSING
Subject: STEWART CREEK CROSSING
From: "Mike O'Rourke" <morourkesaacsgrp.com>
Date: Thu, 1 Dec 2005 11:29:56 -0500
To: <dee.browder(✓ncrnail.net>
Dee,
I have contacted Duke Power (Power Quality Department) multiple times regarding the power reliability
history for the proposed Stewart Creek Crossing development. They've assured me that they will research
and mail the requested information. Please hold on to the Fast -Track application for the pump station. I
sincerely appreciate your patience.
Thanks,
Michael O'Rourke, B.I.
The Isaacs Group, PC
8720 Red Oak Boulevard
Suite 420
Charlotte, NC 28217
phone: [phone] ext: 134
fax: [phone]
morourkeAisaacsgrp.com
DEC 0 1 200
1of1
12/ 1 /2005 11:34 AM

Beatties Ford Road Pump Station
Subject: Beatties Ford Road. Pump Station
From: "Mike O'Rourke" <morourke(cisaacsgrp.co,m>
Date: Mon, 10 Apr 2006 15:29:30 -0400
To: "Dee Browder" <Dee.Browder@ncmail..net>
CC: "Marie Doklovic" <[e-mail]>
Dee,
Attached is the revised Fast Track application page and supporting calculations. The developer prefers that
we specify a larger wet well rather than a portable generator, so that's what the accompanying revisions
reflect. Please let me know if you have any questions or requests. Thank you for your help,
Sincerely,
Michael O'Rourke, El.
The Isaacs Group, PC
8720 Red Oak Boulevard
Suite 420
Charlotte, NC 28217
phone: [phone] ext: 134
fax: [phone]
morourke(ci),isaacsgrp.com
Content -Description: BEATTIESFORD-REVISED-FTA.pdf
BEATTiESFORD-REVISED-FTA.pdf Content -Type: application/octet-stream
Content -Encoding: base64
I of 1 4/17/2006 9:57 AM

PUMPS 'AT'I'
PROJECT wort C tags o rdli , o' ddj� {t��
��_.- .. _-. Y.s9.., iq S 64..u. �tvi�__
DATE: 10-Apr-06
Force main highest elevation =
Number of units =
Unit Flow (gpd)
Additional flow
Total Flow (gpd), (gpm)
Req'd Pump Capacity (gpd), (gpm) _
Actual Design Pumping Rate (gpm)
Diameter of Wet Well (ft)
Volume WW per foot (cf/ft), (gift)
Storage Depth (ft) =
Storage Volume (cf), (gal) _
Fill Time for Storage Depth (min) =
Run time for Storage Depth (min)
Total Cycle time (min) _
Pump Cycles/ hr =
Head Loss due to Friction (in proposed pipe):
Pump Elevation =
Force Main Equivalent Length (ft) _
Force Main Diameter (in) = ,
Velocity in FM at pump rate (ftls) =
Hazen-Williams'C'=
Fricitonal head loss / 100' at pump rate (ft) =
Frictional head loss at actual pumping rate (ft) _
Total Existing Head (ft) =
Total Static Head (ft) =
Total Fricitonal Head (ft) =
Total Dynamic Head =
Wet Well/ Switch Elevations:
Rim Elevation =
Lowest Gravity Sewer inlet Invert =
High water alarm elev. =
Lead pump on elev.=
Pumps off elev. _
Bottom wet well elev. =
Depth of Wet Well
11272.4
28181.0
1001,
ti
28.26 211.4 = 1ft*3.14"D^214
IPPTaiftI
21.20 158.5 = Storage Depth * Volume/ft
20.25 = Storage Volume/ Total avg. flow
4.15 = Storage Volume! (Pump Rate - Total flow)
24.41 = Fill time + Run time
2.46 = 60/Total Cycle time
798.00
290.40
y;!2-0o
4.69
140.00
4.56
13.23
16.00
13.23
29.23
PIy0 1
1 'BOY
800.25
799.75
799.00
798.00
11.00
None
7.8 =No. units*unit flow+additonal flow
19.6 = 2.5 'Total flow PEAK FLOW
=Force Main Length*1.2
gpm * 0.408/D"2
For type pipe
Force Main Length/100 * Head Loss
xs„�6i&�?3ParadaltiRA�ui.1«.��
= FM Elev.-Pump Elev.
= Force Main Length/100 ' Head Loss
= Exist. Head + Static Head + Frictional Head
= Invert elev. - 0.5'
High water alarm elev. - 0.5'
= Lead elev. - Storage Depth = Pump Elev.
= Pump elev. - 0.5'
= Rim elev. - Bottom WW elev.
H:\Exce112003103203-PUMPCALC.xIs Page 1