WQ0029307_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE, Director
Division of Water Quality
September 13, 2005
Mr.Carl Palmer, Town Administrator
Town of Harrisburg
4100 Main Street
Harrisburg, NC 28075
Subject: Permit No. WQ0029307
Bridge Point Subdivision
Town of Harrisburg
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Palmer:
In accordance with your application received on August 24, 2005, we are forwarding herewith
Permit No. WQ0029307, dated September 13, 2005, to the Town of Harrisburg for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective`from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein, This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference. "
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Perrnittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Faittrre 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.
aro tna
uralily
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Aftinnative Action Employer - 50% Recycled/10% Post Consumer Paper

VaigaMt/Mk .
Mr, Carl Palmer
Page 2
September 13, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Harrisburg for the construction and operation of approximately 3,540 linear feet
of 8-inch gravity sewer, a 80 gallon per minute pump station (with duplex pumps, on site audible and
visual high water alarms, and a portable generator receptacle), and approximately 5,352 linear feet of 4
inch force main as part of the Bridge Point Subdivision project; and the discharge of 33,480 gallons per
day of collected domestic wastewater into the Water and Sewer Authority of Cabarrus County existing
sewerage system, pursuant to the application received August 24, 2005, and inconformity 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 Water and Sewer
Authority of Cabarrus County WWTP (Rocky River Regional NPDES No. NC0036269) 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.
Sincerely,
i?"
for Alan W. Klimek, P.E.
Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Anthony Cowan, The Isaacs Group P.C.
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 21...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.

VATitjlali=4ala
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 perrnit, 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 nail 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 13th day of September, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029307

Fast Track Engineering Certification
Permit No. WQ0029307
September 13, 2005
Complete and submittsform to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial Ej Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, Elj weekly, D full time) the construction of the Bridge Point
Subdivision, Cabarrus 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

FAST -TRACK APPLICATION for GRAVITY SEW
PUMP
ATIONS, AND FORCE MAINS
PAGE 3
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
f. Owner:
1 a. Town of Harrisburg
Full Legal Name (company, municipality, HOA, utility, etc.
1 b. Carl Parmer, Town Administrator
Signing Official Name and Title (Please review 15
A g ...�M.- oA NCAC 2H .0206(b) for authorized signing o
lc, The legal entity who will own this system is:
❑ Individual ❑ Federal Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (speci
Application Number:
(to be completed by DWQ)
1 d. 4100 Main St,
Street Address
North Carolina
Z State
0 1h, [phone]
Telephone ...
i 2. Project (Facility) Information:
2a, Bridge Pointe Subdivision
Facsimile
Brief Project Name (permit will refer to this name
3. Contact Person:
3a, Anthony Brent Cowan, P.E
Name and A
ation of Someone Who Can Answer
3b. [phone] ext. 12
Phone Number
1 e. Harrisbur
City
1 g. 28075
Zip Code
E-mail
2b. Cabarrus
County Where Project is Located
uestions About this Application
3c. [e-mail]
E-mail
1. Project is ',i1! New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only Include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® 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 (mus
• Retaining Ownership (i.e, store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
Q Selling units (lots, townhomes, etc. - go to item B(2b))
Water and Sewer Authority of Cabarrus County (WSACC)
© Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
{.1C. 3,r Zh. a. Rocky River W astewater Treatment Plant 4b. op
Name of WWTF WWTF Permit No.
5a. WSACC
5b.
Owner of Downstream Sewer
Receiving Sewer Size
The origin of this wastewater i (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
El Mobile Home Park
❑ School
O Restaurant
0 Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
0 Nursing Home
❑ Other (specify):
Permit Number of Downstream Sewer (if known
Volume of wastewater to be permitted in this project: 20,520 gallons per day
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 1 06/03

FAST -TRACK A
CATION 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(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3),
Ph. 1 &2 = 57 lots x 360 gpd = 20,520 gal. per day
Pump Station full buildout = 93 lots x 360 gpd = 33,480 gal. per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
4"
81.1
Length (feet)
5,352
3,540
ENTER TOTAL LINE LENGTH IN MILES 1.684
11 Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
, !
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wIATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
' Z
Site .084 80GPM @ 73.47TDH 3 & 4
Gravity or Force Main
(use the pull down menu)
Force Main
Gravity
w
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 0 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? 0 Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? X4 Yes 1 No 0 N/A
Stormwater? E Yes 0 No 0 N/A
FTA 02103 - Rev. 1 06/03

FA_ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MA1NS PAGE 5
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 as,
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
Ej A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
LJ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
SITE Fuda Creek Cabarrus Yadkin 13-17-7-1 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
, attest that this application for BRIDGE POINTE SUBDIVISION
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, ori
certification in any application shall be guilty of a Chess 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
la,
Signing Official SignatureDate
2. Professional Engineer's Certification:
attest that this application for BRIDGE POINTE SUBDIVISION has been reviewed by me
0 and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. Anthony Brent Cowan
Professional Engineer Name
2b. The Isaacs Grou , P.C.
Engineering Firm
2c. 8720 Red Oak Blvd., Ste, 420
Address
2d. Charlotte
_2e. NC 2f. 28217
City State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
Seal, Signature & Date
FTA 02/03 - Rev, 1 0 0

WQ0029307
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations„ Pressure Sews
Extensions
Primary Reviewer'
dee.brwdr
Permitted Flow
3480
central Files APS
09!
Permit Tracking li
Status
In review
Version
A
Project Type
New Project
Permit Classicc en
Individual
perriilt Contact ffllcafion
Facility Name
Bridge Point Subdivision
Location Address
Owner Na e
Town of Harrisburg
ei
Events
stater col
App Received
082/5i
tivlties.
Outf NUL
Wat rbody Name
aft. In
Model d
d issuance
acill
Regan
Mooresville
County
Cabarrus
y Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Martha Melvin
PO Box 100
Harrisburg NC 28075
Public Notice Issue Effective Expir on
Addeo
Addition
requested
nform Lion received
a Index Number
Current class
Subbasin

PAY
i C7 THE
OF
THE ISAACS GROUP,
t
N. „*NC 28217
-3440
NCDENR
NC
OD S90 in
WACNOVIA BANK, N.A.
66-21-530
DATE

WATER & SEWER AUTHORITY
OF CAF3ARRUS COUNTY
Mr. Cul Panuer
Town Administrator
Town of Harrisburg
PO Box 100
Harrisburg, NC 28075
August 19, 2005
Subject: Flow Acceptance — Bridge Point Subdivision Phase 1 & 2
Dear Mr. Pamier:
Office: 232 Davidson Hwy.
Concor4, NC 28:027
Ma to: RO. Box 428
Concord NC 28026-04.28
Phone: 704,786, )783
Fax 704.795,15E4
This is in response to the Town's request for flow acceptance received 7/13/05. The
additional information requested from the owner in order to process the request was received
8/16/05. The Water and Sewer Authority of Cabarrus County (WSACC) has or currently expects to
be able to make available capacity at the Rocky River Regional Wastewater Treatment Plant and.
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed
Bridge Point Subdivision Phase 1 & .2 consisting of 57 residential lots, WSACC agrees to accept
wastewater from the proposed sewer line based on information provided by The Isaacs Group, P.C.
(Civil Engineer for the project) using North Carolina Department of Environment and Natural
Resources (NCDENR) wastewater flow guidelines. The projected flow is 20,520 gpd; however
WSACC expects the actual wastewater flow to more closely approximate 14,250 gpd based upon
Master Plan engineering data. The Town of Harrisburg understands that separate FloAcceptance
Requests will be required for the future flows that will connect into this sewer line.
By requesting flow acceptance, the Town of Harrisburg acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but :may be subject to situations that WSACC does not expect or control.
Based upon flow of 20,520 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $166,745.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,503,537 gallons of flow acceptance for the Town of Harrisburg from 1992 to present
and 108,000 gallons of flow acceptance year-to-date including this request. Based upon the
approved flow acceptances, WSACC has committed capacity valued in excess of $12,217,741for
the Town. of Harrisburg since 1992 including $877,608 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject
to approval by WSACC's Board of Directors, support from local governing bodies, regulatory

T'own of Flarrishurg
Bridge Pointe SubdivIsion Phase 1 & 2
August 19, 2005
Page -2-
approval, and funding availability. The following schedule of CIF
delayed by unforeseen circumstances:
• Back Creek Interceptor Parallel Phase 1. Scheduled completion
• Fuda Creek Interceptor. Scheduled completion date: 2009
Since this sewer connection will be made directly to the
WSACC Fuda Creek Interceptor, WSACC must be notified
being made. Notification is to be made to Mark Lomax (704/786
Please note that if construction of this project is not started
of this approval, the approval is rescinded and a second request
Please notify WSACC, in writing, when construction of this project
If you have any questions, please call inc at 704-786-1783.
cc: WSACC Engineering Staff
Todd Taylor, P.E./Harrisburg
Brent Cowart, P.E./Isaacs Group
Sincerely,
projects is tentative and may be
date; 2005.
existing 12-inch section of the
48 hours prior to connection
-1783).
within two (2) years of the date
and approval will be required,
is initiated.
Evander Rowell, P.E.
Utility Systems Engineer

PUMP�U�U�� ^�� CALCULATIONS
=°"��""*�"~ `�^��~~~~~=�"�~=°°=°
Force main highest elevation =
PROJECT Bridge pointeSubdivision Pb.-1
DATE: 7-Ju|405
Number ofunits
=
Unit Flow (gpd)=
Additional flow
Total Flow (8pd),(gpnm)=
Req'dPump Capacity (gpd).(gpm)=
Actual Design Pumping Rate (gpm)
Diameter nYWet Well 08=
Vo|unleVVVV per foot (ot/ft), (o/ft) =
Storage Depth (ft)=
Storage Volume (cD.(ga|)=
Fill Time for Storage Depth (min)=
Run time for Storage Depth (min) =
Total Cycle time (min)=
Pump Cycles/ hr=
Dynamic Head Loss:
Pump Elevation =
Force K4o|n Equivalent Length (f) =
Force Main Diameter (in) =
Velocity in FKAadpump nate(ft/s)=
Hazmn'VVU|iams'C'=
Head loss FM/ 1QQ`at pump rate (ft)=
Total Static Head (ft)=
Dynamic Head at actual pumping nab*(ft) =
Total Dynamic Head =
Wet Well/ Switch Elevations:
Rim Elevation =
Lowest Gravity Sewer Inlet Invert =
High water alarm e>ev. =
Lag pump onelev. =
Lead pump on e[ev.=
Pumps off elev. =
Bottom wet well elev.Depth of Wet Well =
=
IN
�
=No Additional units
33480.0 233=Nn.Unds°undhnvv+addhona|flow
50.24
58100
64%2.4O
2.04
140^00
0'44
45.45
28.02
73.47
600
588.00
585.50
584.50
58100
10.50
375.8 =1h°3.14°U^2/4
375�8= Storage Depth ^Vnume/h
= Storage Volump/Tuto| avg. flow
= Storage Volume/ (Pump Rate - Total flow)
= Fill time + Run time
=6U7[ntal Cycle time
=FornwMain Length~1.2
=gprn°UAO8/D^2
For type pipe
=FMElev.'PumpEkev
= Force Main Length/10O°Head Loss
= Static Head + Dynamic Head
= |nvertolev. - 1.3'
= Alarm elev. -0lX0'
= Lag elev. 'O.5'
= Lead elev. - Storage Depth = Pump Elev.
= Pump e|ev.- 1.5'
04129-P0M9CALCS.Xle

ation
Force main profile
Air release valves
Cover over force mein
Valve pit
Static Head (ft)
est
Alarm
Wetwell vented
n Site Generator
Automatic Transfer ritch
Wet well depth (ft)
ProjectedRow:
Average daily flow (gpm)
Required pump rate (2.5:1)
Design pump rate (gpm)
Wetwell Detention,
Storage Volume (gal)
Pump Rate (gem)
Average inflow rate (gpm)
Fill time (min)
Pump time (min)
Cycle time (rain}
Cycles per hour
pn
TDH:
Force main highest elevation
Pump elevation
Force main diameter (in)
Force main length (ft)
Head Lossll00
Velocity (ftls)
C value (DI:125, PVC:140, HOPE ;14 )
Dynamic Head (ft)
Total Dynamic Head (ft)
Gravity tie in rim
Gravity tie in invert
Pump Selection:
Grinder Pump
YES
NO
3' MIN.
YES
45.45
Audible and Visibly:"
YES
YES
YES
10.50
23,25
53,13
80.00
375,80
80,00
23.25
16.16
6,62
22.79
2.63
HOMA TP53M
5 Hp Submersible
non -clog pump
(Or Approved Equivalent)
80.0 gpm
Adjustable Hoist
Duplex
Alternating Cycle
Power Requirement
2,04
28.02
73,47
557.35
552.
60
73.47 TDH
NO
NO
YES
YES
4 0v, 3 Phase
04129-1PU :AL , l

Bouyancy:
Assume total soil saturation.
Well Diameter (ft)
.t well Depth (ft)
idth of Anti -flotation collar (ft)
Area of Anti -flotation collar (ft)
Depth of Anti -flotation collar (ft)
Vol, ofAnti-flotation collar (cf) =
Vol. '. Water Displaced (cf),
Buoyant force (lb) =
Counter Bouyancy:
Unit Wt. Concrete (lb lcf) =
Unit''«t, Saturated Soil (lbs/cf)
Width of Anti -flotation collar (ft) =
Vol. Concrete (cf)
Vol. Earth on Anti -flotation collar (cf
Anti Floatation (lb)
Safety Factor
8,0
10.50
78,54
0.67
5.6
745.46
46516.f34
1,0
282
335
65813
1
041 v U PCALC x1

August 22, 2005
Mrs, Sonja Basinger
Division of Water Quality
919 North Main Street
Mooresville, North Carolina 28115
Subject: Bridge Pointe Subdivision, Phase 1 & 2
Sanitary Sewer System Extension
Harrisburg, North Carolina
Dear Mrs. Basinger:
We are enclosing per your requirements, the original and one (1) copy of the
Fast -Track Application for Gravity Sewers, Pump Stations and Force Mains. Also
included are two (2) copies of the flow acceptance letter from the Water and
Sewer Authority of Cabarrus County (WSACC) agreeing to transport and treat
the wastewater. A check for $400 has been provided for the application fee.
If you have any questions concerning this project, please feel free to contact us,
Sincerely,
Todd Taylor, P.
Town Engineer
Enc
Cc Brent Cowan, P.E., The Issacs Group

Central Files; APS SWP___
09/13/05
Permit Number WQ0029307 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
33480
Facility
Facility Name
Bridge Point Subdivision
Location Address
Owner
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name Owner Type
Town of Harrisburg Government - Municipal
Qates/Fvents
Scheduled
frig issue App Received Draft Initiated Issuance
08/24/05
Rectulated Activities
Owner Affiliation
Martha Melvin
PO Box 100
Harrisburg
Public Notice Issue
Subdivision
Wastewater collection
Outfall NULL.
NC 28075
Effective Expiration
Additional information requested
Additional information received
Waterbody Name Stream Index Number
Current Class Subbasin