WQ0032516_Regional Office Historical File Pre 2018 (2)

Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environrnent and Natural Resources
Coken H. Sullins, Director'
Division of Water Quality
December 10, 2007
Mr, Carl Partner, Town Administrator
Town of Harrisburg
P.O. Box 100
Harrisburg, North Carolina 28075
Subject: Permit No. WQ0032516
Bridge Pointe- Phases 3-4
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Parmer:
In accordance with your application received on November 20, 2007, we are forwarding
herewith Permit No.WQ0032516, dated .December 10, 2007, 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 the date of issuance until rescinded, and shall be subject to the conditions and limitations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 perrnit 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 specificallymentioned 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 de -sign
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-21.5.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional. Engineer to the licensing
board.
N'Iooresville Regional Office 610 East Center Ave,, Suite 301 Mooresville, NC 28.115
Internet: www,ncmwaterquality,ong Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recyclec1110% Post Consumer Paper
Phone: [phone] Fax: [phone]
Onc
N Carolina
aturally

v
Mr, Parrner
Page 2
December 10, 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
to the Town of Harrisburg for the construction and operation of approximately 7,940 linear feet of 8-
inch gravity sewer and the discharge of 19,800 gallons per day of collected domestic wastewater into the
Town of Harrisburg existing sewerage system, pursuant to the application received November 20, 2007,
and in conformity with 1.5A. NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1.996, 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 Envirorunent and Natural Resources and
considered a part of this permit
The sewage and wastewater collected by this system shall be treated in the Rocky River
Regional Wastewater Treatment plant WWTP (NPDES -No.NC0036269) prior to being discharged into
the receiving stream,
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, 671.4 Mail Service
Center, Raleigh, NC 27699-671.4.. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Samar Bou-Ghazale at
(704) 663-1.699.
ely,
cc: Mooresville Regional Office, Collection Svstern Permit File
Andrew Linen, R.Joe Harris& Associates, L.L.C.
Surface Water Protection Central Files
PERCS
H. Sullins

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.

kL 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 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-
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 28 ,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 8 8 8.0368 or
18 733-3300, Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 11 of Form - (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 1 th day of December, 2007.,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the EnvironmentalManagement Comr ion
Permit Number v Q003251

.1 •
Fast Track EngineeringCertification
Permit No, WQ0032516
December 10, 2007
OwnerMANTP/WQCS
Carl Parmer, Town Administrator
Town of Harrisburg
P,O, Box 100
Harrisburg, NC 28075
Andrew K. Litten, PE
R. Joe Harris & Associates, LI.C,
1698 W. Hwy 160 Suite 130
Fort Mill, SC 29708
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 J Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ([1] periodically, El weekly, full time) the construction of Bridge Pointe -Phases 3-4, a
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 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, PUMP STATIONS, .AND FORCE MAINS
PAGE 3
0
Z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la. Town of Harrisburg
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality. HOA, utility, etc.)
A 0,, in,
Z 1 b. Cart lot Town Administrator
Signing Official Name and Title (Plea
se g ( se review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entit who will own this system is:
Q Individual DI Federal Municipality 0 State/County 0 Private Partnership D Corporation El Othe
1d, P.O Box 100n
ling Address
North Carolina
State
lh. 704-455-5614
Telephone
2. Project (Facility) Information:
2a. Bridge Pointe- Phases 3-4
Brief Project Name (permit will r
3. Contact Person:
li. 704-455-1206
Facsimile
o this name
3a. Patrick Murphy - R. Joe Harris and Associates, LLC
1 e. Harrisburg
City
lg. 28075
Zip Code
1j.
E-mail
2b. Cabarrus
s
County Where Project
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 803-802-1799
Phone Number
1 Project is
New El Modification (of an existing permit)
Located
3c. pmurphy [e-mail]
E-mail
If Modification, Permit N
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing Tine 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 8(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose One)
El Retaining Ownership (Le. store, church, single office, etc.) car
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
© Selling units (lots, townhomes, etc, - go to Item B(2b))
3. Water & Sewer Authority of Ca 7arrus County
4a. Owner
of
River Wastewater Treatment Facility (WWTF) Treating Was
Rocky
d Regional Wastewater Treatment Plant
LI- Name of WWTF
Z 5a, WSACC 5b. 8" I Gravity
Owner of Downstream Sewer'Receiving Sewer Size [J Force Main
6. The origin of this wastewater is (check alI that apply):
Residential Subdivision
© Apartments/Condominiums
El Mobile Home Park
0 School
0 Restaurant
© Office
© Public Utility (Instruction III)
© Homeowner Assoc./Developer (Instruction IV)
er From This Project
4b. NC0036269
WWTF Permit No.
0 Car Wash
© Institution
O Hospital
O Church
0 Nursing Home
© Other (specify):
Permit Number of Do.
Sewer (if known
100 % Domestic/ Commercial
% Industrial
% Other (specify):
Volume of wastewater to be allocated for this particular project: 19,800 gallons per day
*Do not include previously permitted allocations
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.

FAST -TRACK API'LICATION 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3),
360 gal per day per unit
ADF=360 gpd x 55 units = 19,800 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
7,940
ENTER TOTAL LINE LENGTH IN MILES 1 50
11 Summaryof Pump Stations to be Permitted (attach additional sheets as necessary)
0 Location ID
(self chosen - as shown on Design Flow Operational Point
•zt plans for cross-reference) (MGD) GPM w TDH
0
u.
Gravity or Force Main
(use the pull down menu)
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wftelemetry; 4-wet well storage)
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 N/A
Sedimentation arid Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? 4 Yes J No 0 N/A
14. Does this project involve aerial lines or siphons?
These tines will be considered high priority and must be checked once every six months

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
___ ______
0
ci
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:
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,
El A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Red Triangle Back Creek Cabarrus Yadkin 13-17-7 C
Yellow Triangle 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:
la
, attest that this application for Bridge Pointe Phases 3/4 has been reviewed
by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215,68, 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 $/0,000
as well as civil penalties up to $25,000 per violation.
Signing Official Signature
2. Professional Engineer's Certification:
I attest that this application for Bridge Pointe— Phases 3/4 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 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 may include a fine not to exceed $10,000 as
well as civil penalties up to $25, 000 per violation.
2a. Andrew K. Litten, PE
Professional Engineer Name
2b, R, Joe Harris & Associates, L.L.C.
Engineering Firm
2c. 1698 W. Hwy 160 Suite 130
Mailing Address
2d. Fort Mill
City
• At-
tr ..0197
Or-
2e. SC 2f. 29708
State Zip
2g. 803-802-1799 2h, 803-802-0886 2i. [e-mail]
Telephone Facsimile
E-mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

TOPOI reap printed on 10/16/07 from "®ridge Pointe.tpo"
MN zu° rN
80°41,000' W�_ 80°40,000' W
80'39„000' W 80°38.000' W W 84 80°3T, 00' W
80°39.000' W
80°38.000' W WG884 80°37,000'

Cenkral Files: APS SWP_
12/07/07
Permit Number W 00 2 ° 6
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
19800
Facility
Facility Name
Bridge Pointe -Phases 3-4
Location Address
Owner
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
Town of Harrisburg
Crig Issue
12/10/07
Re
Subdivision
App Received
11/30/07
Wastewater collection
Outfail NULL.
Waterbody Name
Owner Type
Government - Municipal
Owner Affiliation
Carl
PG Box 100
Harrisburg
Parmer
NC 280750100
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
12/10/07 12/10/07
cgiyed Events
Additional information received
Additional information requested
Expiration
Stream Index Number Current Class Subbasin

R JOE HARRIS & ASSOCIATES LLC
PH. 803-802-1799
1698 W. HWY 160, STE 130
FORT MILL, SC 29708
SOUTH CAROUNA BANK AND TRUST
FORT MILL, SC 29708
67-227/532
2220
11/27/2007
PAY TO THE NCDENR
ORDER OF $ 8000
Eighty and 00/100'*******
******** *********
NCDENR
919 N. Main St.
Mooresville, NC 28115
MEMO OVi>.3D5l ffr,
Bridge Pointe Phase 3 & 4
Ar*** * ** * ***
000 2 2 200 10 S.3 20 2 2 ?ED: L00167? loo
R JOE HARRIS & ASSOCIATES LLC
PH. 803-802-1799
1698 W. HWY 160, STE 130
FORT MILL., SC 29708
PAY To THE NCDENR
ORDER OF
**** ** *A***
DOL
At)TH0 D SIGNATIJRE
SOUTH CAROLINA BANK AND TRUST
FORT MU, SC 23708
67-227/532
s
2116
10/16/2007
I $ "400 00
Four Hundred and 00/100**.******.*****.*.**.*****-.4. ft***************************** lb A A.* **A *********** * ***** * **** * * ** * *
* DOLLARS
MEMO
NCDENR
919 N, Main St.
Mooresville, NC 28115
Bridge Pointe Phases 3&4 - Sewer
0002 L L60 1:05 3 20 2791: LOO L677

November 15, 2007
Mrs, Sonja Basinger
Division of Water Quality
919 North Main Street
Mooresville, North Carolina 28115
Subject: Bridge Pointe -Phases 3 & 4
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.
Derek Slocum
Town Engineer
Enc
CC: Patrick Murphy-R. Joe Harris and Associates, LLC
4$4:+4'+.Main Street ti,M.s

FCABSACC
ATER & SEWER AUTHORITY
OF ARRUS COUNTY
Mr, Carl Parmer
Town .Administrator
Town of Harrisburg
PO Box 1.00
Harrisburg, NC 2807,5
November 7, 2007
Subject: Flow Acceptance Request
Bridge Pointe Subdivision Phases 3 & 4
Dear Mr, Partner:
Office:232 Davi(Boxi 'Hwy,
Cone ofcl, NC 28022
Mail to: P.a. Box 428
Concord, NC 28026-0428
[tone: 704.78f,1783
Fax 704,7911564
This is in response to the 'Iown's request for flow acceptance received 'November 2, 2007.
The Water and Sewer Authority of ('aharrus County (WS.ACC) has or currently expects to be able
to make available capacity at the Rocky River Regional Wastewater 'freatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed
Bridge Pointe Subdivision project (Phases 3 & 4),. consisting of 55 single .family residential lots.
The wastewater generated by Phase 3 of this project (31 lots) will he conveyedthrough the Town of
Ihrrisburg's proposed 8-inch gravity system, then through all existing on -site pump station and
corresponding 4-inch force main system, and then enter WSAC'C's system at the existing I2-inch
Fuda Creek Interceptor just west of the crossing with Hickory Ridge Road. In addition, wastewater
generated. by Phase 4 of this project (24 lots) will be conveyed through the Town's proposed 8-ineh
gravity system, then through the -Fown's existing 12-inch gravity line along Back Creek, and then
enter WSACCs system at the existing 12-inch Back Creek interceptor just west of the crossing with
Hickory Ridge Road.
WSAC(' agrees to accept Waste water from the proposed sewer line based on infomation
provided by R. Joe Harris & Associates, PLEC. (Civil Engineer for the project) using North.
Carolina Department or .Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 19.800 gpd (11,160 gpd into Fuda Creek Interceptor, 8,640 gpd
into Back Creek interceptor); however WSACC expects the actual .wastewater flow to more closely
approximate 13,750 gpd (7,750 gpd. into 1'uda Creek interceptor, 6,000 gpd into Back Creek
Interceptor) based. upon Master Plan engineering data. The Town of Harrisburg understands that
separate Flow Acceptance Requests i1l 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 he subject to situations that WSACC. does not expect or control.
Based upon flow of 19,800 gpd and cost of $8,1126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of 5160,895.
:For your information and based upon NCDENR \vastewater .flow guidelines, WSACC has
approved '1,61.3,92'2 gallons of flow acceptance for the Town of Harrisburg from, 1992 to present

Ilir
of HarrisburgBridge Pointe Subdivision Phases 3 & 4
November 7, 2007
Page -2-
and 65,875 gallons of flow acceptance 'year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of S1.3,114,730 for the Town
of Harrisburg since 1992 including $535,300 for this calendar. year.
Downstream facilities from the proposed project along Back Creek 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 approval, and funding availability. The following schedule of CIP
projects is tentative and may be delayed by unforeseen circumstances:
• Back Creek Interceptor Parallel Phase B. Scheduled completion date: 2011.
At this time there are no scheduled upgrades to WSACC facilities in the current six year CPP
that are located downstream of the proposed project along Fuda. Creek. It should be noted that the
list and schedule of CIP projects are tentative and are revised periodically to reflect changing
conditions and needs.
Please note that if construction of this project is not started within two (2) years of the date
of this approval, the approval is rescinded and a second request and approval will be required.
Please notify WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
kie.
Thomas A. Bach, P.E.
Utility Systems Engineer
cc: WSACC Engineering Staff
Derek Slocurn, E.I/Harrisburg
Andrew Linen. P.E,/li..loe }Tarns & .\