WQ0023548_Regional Office Historical File Pre 2018

Robert D. Isenhour, Owner
206 Timberfield Trail
China Grove, North Carolina 28023
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PE,, Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 17, 2004
Subject: Permit No. VVQ0023548
Robert D. Isenhour, Single Family
Residence
4-Inch Sanitary Sewer Service to Serve
2567 Saddlewood Circle
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Isenhour:
In accordance with your application received on February 3, 2004, and additional information
received on February 17, 2004, we are forwarding herewith Permit No. WQ0023548, dated February
17, 2004, to Robert D. Isenhour 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 This permit shall be effective from the date of issuance until rescinded, and shall be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. Also note Condition 12
regarding a 4-inch gravity sewer line variance; and required easement agreement due no later than
March 31, 2004.
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 Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office Internet httpi/h2o,enr.state,ric„usi
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax (704) 6,63-6040
DENR Customer Service Center Telephone [phone],6748

Mr, Robert D. Isenhour
Page 2
February 17, 2004
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 Robert D. Isenhour for the construction and operation of approximately 73 linear feet of 4-
inch gravity sewer to serve 1 four -bedroom residence as part of the 4-Inch Sanitary Sewer to Serve
2567 Saddlewood Circle project, and the discharge of 480 gallons per day of collected domestic
wastewater into the Water and Sewer Authority of Cabarrus County's (WSACC) Rocky River WWTP
(NPDES No. NC0036269) existing sewerage system, pursuant to the application received February 3,
2004, 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.
This permit shall become voidable unless the agreement between Robert D. Isenhour, the City
of Concord and WSACC for collection and final treatment of wastewater is in full force and effect,
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 150E of North
Carolina General
Statutes, 276996714�ed with
Unless
h sucdemands ares
smade this arings, 6714perrnit shall
Mabe !
l Service
Center, Raleigh, NC
and
binding.
If you need additiona
663-
infor
tion concerning this matter, please contact Sonja Williams at (704)
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Pe
Samuel King, King Engineering of Concord, Inc.
Water Quality Central Files
NDPU Files
No. NC0036269)

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 ieast 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.

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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 pemlit; 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.
2

11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Ernergency Management at telephone number [phone] or (919) 733-
3300. 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.
12. The gravity sewer line serves a single family residence, A variance to use a 4-inch line instead of a
6-inch line is granted, No additional flow shall ever be connected to the line without first obtaining a
permit from the Division. An easement agreement with location map shall be signed by each
current property owner affected and be recorded in the Cabarrus County Register of Deeds
Office no later than March 31, 2004. The easement agreement shall be attached to all property
owners affected and run with the land. Failure to obtain and/or record the required easement by
the timeframe above is a violation of this permit and may subject the Perrnittee to enforcement
action or revocation of the subject permit.
Permit issued this the 17th day of February, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, RE< Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023548

Fast Track Engineering Certification
Permit No. WQ0023548
February 17, 2004
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
0 Partial 0 Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (] periodically, weekly, El full time) the construction of the 4-Inch Sanitary Sewer
to Serve 2567 Saddlevvood Circle, 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 but within substantial compliance of this permit; 15A NCAC :2 H .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
919 N. MAIN STREET
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.

ot,,rGmm cw'V I V I'm^^km~,l,mINuVmm^III A«IN11
USE THE TAB KEY TOMOVE FROM F|ELDT0FkEU0! Application Number
2.Owner _is DPublic (skip k/Item B(�) tA4,Private (go Aa Item t� -'
o� u.i_.'..
"p""*",.vpp/�umwovoer 2b Vsold, facilities owned Uya(mu
st choose one)
--
9Retaining Ownership (i-o,store, ohUrCh. single office, otc)v, -- Public. Utility (Instruction U|)
LJ Leasing units (lots, |mwnhomes, et:,- skip to ItomB(3' ^ / � Homeowner IV)
�
[]DoUmgun�s8�o.,ownhmnex.e[c goboItem BpU�)~ . �
'
8 Water Sewer Authority nfCmhnxuaCOUC}
E Owner c0Wastewater Treatment Feni|hy0WVVTF Treating Wastewater From 'This Project -
----------
' 1, Owner,
| 7aRobert
� Full Legal Nome (company. munidpa|hy. HOA, ud|dy. etc,)
�Z 1b� Robert D Isenhour
/ 0 Signing Qffioia|Name and Title (Please review 15ANCAC2H.020O(b)for
-authorized signingoffir-ja/u!) -------'
/ 1u, | eo�ywho wiUown th�system is:
�
Odividua| LJ Federal [] Municipality State/County [] Private Partnership [] Corporation [] Other (specify):
� 1d 2D8.Timbe'fielEiTrail 1e, China
� 0 Street Address CityILL
-- ------'--'----`
Z/
~� 1� North 1g 28023
--- ----- ---- -- ---' � - |
! State Zip Cone ------'--�
�
' 1h.
Telephone FeosnnilE ------
� 2, PAoj*ct(FeoWt: /nhxn7e .:
--
2a. 41Saohn dCircle 2b� GabarrUS,Prin�
' "°=`p="",will /"..x othis name)
� Cont
act b*o���nyon�
~ -
o�
NmnmendAffi|ahnnufSumonnoWhoCanAnswerQuestions ---'in ---- --�- --'---
nouv�/n ^pp/�anmn
Jb 7O4�7 � 86'5464_-_. 3c. samkin m
Phone Number -----
, project is JX New El Modification (of an existing permit) If Modification, Permit
�No.:
For modifications, attach mseparate sheet clearly explaining the reason for the modification (|^e adding another
phase, changing line wizn8ength.etc.). Only include the modified kn(oonahoninthis permit application do not
duplicate project information in B(7) and B(10-1 1) that has already been included in the original permit.
a, Rock River Regional WVVTP
- Name u� VVVVTFPermit No
�� 5m� C��of<��!onnd �b� &^ ` -- - - -
-- - /
Own erofDownstream Sewer Receiving Sewer P�onhNuno � of ' -- - -
/ | Number m�n��eamSewer0/kno�n
-~ 6� The origin ofthis wm�*watvr is (check all hut apply):
' - - ''
'
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
Restaurant
UOffioe
Car Wash
El Institution
�]Hospital
LJChurch
Nursing Home
El Other (specify):
VoIumeofwastewater tobmJpesrplb�qqinthis project: 400 gallons p*/day
If the permitted flow is zem, indicate why, H6A
Interceptor Line Flow will bapenniVediosubsequent permits that connect tnthis line
LJ Flow has already been allocated in Permit No.
Y6Dminestio/Commer�,-,,,il
% Industrial

�,,.,-,,,, 9 ,,c ni.INO, r 11H11V1V7,AIM lr 1'lltil: IVIAlINS
PACE 1
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow .for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application, Submit a separate request. to
the Division of Water Quality,. Non-Qisch;3rge Permitting Unit, 1617 Service Center, Raleigh, NC 27(399-1617 in
accordance with 15A, NCAC 2H .0219(I)(:3).
4 bedroom residence © 120 gpdfbedroom = 480 gpd
(73 If 4" pvc sanitary sewer service to serve one 4 bedroom residence)
10. Summary of Sewer Lines to be Perrnitaed (atta c:h additional sheets if necessary)
Size (inches) Length (feet)
4 73
z
H
V
ENTER TOTAL LINE LENGTH IN MILES 0 013
0
z
Gravity or Force Main
(Ilse the pull down menu)
-Too' chi
t. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) /1/
Location ID Power Reliability Option
(self chosen - as shown on Design How Operational Point (1- dual line feed; 2- permanent generator w!ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telernetry; 4-wet well storage)
12. Does the sewer system comply with theMinimum 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'
Applicant is requesting a variance from minimum line size of 6" to 4', 4" is the rum tine size per City of Concord
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Have the following pe
rt fications been subrrarrtted for appro4a
Wetland/Stream Crossings - General! Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
[] Yes I] No
[1JN/A
Yes El No [1N/A
Yes No A
O20: Rev,

1 le A • At R. A, 11.4,,A, A kJ Ural. 0'1/A I 11A.."1‘,71, r ‘../110(-41. iN
• 1 • Lise the Division's guidance document ertitled, "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
Z regional office (see instructions for addresses) OR indicate the following:
2
0
U..
LIJ
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
map for cross-reference)
x
Name of
Waterbody
Tributary to Wolf
VloarInkns
County River Basin
Cabarrus Yadkin
Waterbody Stream Waterbody
Index Classification
13-17-6-7
Submit the 8,5'x 11°' COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
0
t Robed D. Isenhour, attest that this application for 4" Sanitary Sewer Service to Sewn. 2567 Sadthewood Circie
has been reviewed by me and is accurate and complete to tire hest of my kr?0w1ed9e 1 inderstrl that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are riot
included, this application .package is subject to being returned as incomplete, Note,' In accordance with ,North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
civil pe alties up to $25,000 per violation.
igning Official Signature
2. Professional Engineer's Certification:
Date
I attest that this application for 4 Sanitary Sewer Service to Serve 2567 Sadd/ewood Circle hits 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 hest 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 he 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 viekation,
2a Sarnuel L.
Professional Engineer Narne
211 King Engineerinpf Concord, Inc
Engineering Firm
2c, Post Office Box 904
Address
2d, Concord 2e, NC 2f 28025
City State Zip
2g 7(14-786-5464 2h„ 704-788-6502 2i samkingfish aol.com_
Telephone Facsimile E-mail
Seal, Signature & Date
[TA 02103 - Rev. 1 0601

2 5',
«t
Mapped. edited
and pu 9 shed
§o/ a�SuwA

PIP17
City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, P.E., Director of Engineering
Janua
Mr. Robert D. Isenhour
206 Tiniberfield Trail
China Grove, North Carolina 2.8023
0, 2004
a city reing thetue...
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Robert D. Isenhour Parcel No. 5519-76-9398 Private Sanitary Sewer Extension
Dear r. Isenhour:
This letter as to confirm that on January 16., 2004 our office received the application package
consisting of the engineering plans and specifications, as prepared and sealed by Samuel King, Jr..,
NCPE, of the King Engineering of Concord, Inc., for the Robert. Isenhour Private Sanitary' Sewer
Service extension consisting of a approximately 73 linear feet of 4-inch sanitary sewer service
other appurtenances located off of Saddlewood Circle, SW to serve a private :residence for a total
flow of 480 GPD. It shall. be the owner's responsibility to ensure that the design meets the
criteria of the Water and Sewer Authority of Cabarrus County and the State of North Carolina.
At this time, the City's downstream wastewater collection system has the capacity to accept the
requested flow amount of 480 GPD. The City of Concord, however, will not guarantee the
acceptance of any future Clow requests or changes in the nature of the flows associated with this
private system.
Please be aware that the City will not assume any responsibility for the operation and maintenance
of the subject private sewer system. The entity to whom the sewer extension permit is issued will
be responsible for complying with, North. Carolina. Administrative Code 15A NCAC 2H .0227.
Please review this section of the Administrative Code prior to submitting your application to the
State. If the permit applicant is unable to perform all of the operation and maintenance duties
required by the State's Administrative Code, a private sewer extension should not be requested.
The City reserves the right to disconnect the subject private extension from the City's wastewater
collection. system if improper operation and maintenance of the private system leads to sanitary
sewer overflows within the City's wastewater collection system or violations of any ordinances or
policy's.
Alfred M.. Brown Operations Center
Croy of Cord .s 850 Waren C. Coleman. Blvd.. P.O, Box 308 4 26
7() 92(J 5425 4 Fax E 86-4521 TDD 1-K`-735-.8262

The City of Concord must be present to observe the connection of this private system to our
public sewer infrastructure, in order to meet the Standard Specifications for Wastewater
Collection and. Water Distribution for Cabarrus County. Contact Phillip Kingsland, Construction
Administrator, at [phone] at least 48 hours prior to the beginning of construction.
The owner's engineer shall observe and certify that the private system has been instaled in
accordance with WSACC and State standards prior to the activation of the extension.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All
applicable permits associated with this project crust: be obtained and copies must be presented on
site prior to commencement of the work.
Sincerely,
CITY OF CONCORD
Paul D. Campbell
Director of Engineering
Sincerely,.
CITY OF CONCORD
T. Mark Fowler
Director of Wastewater Department
cc:
Project No.: 2001- 029 Robert D. Isenhour — Private San. Sewer Extension
Samuel King, Jr., N. C. P.E., KirrEngineering of Concord, Inc., P.O. Box 904, Concord, NC 280,26
Mark Fowler., Wastewater Resources Department
Paul Campbell, Director of Engineering

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
January 30.2004
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance -- Private Sanitary Seeger Extension
Robert D. Isenhour
Dear Mr, Hia
Mail to. P.C7. f°h0x 4223
Concord,, NC 28026-04' I
Phone:. [phone]:3
1. Fix: 04.79 5,1564
This is in response to the subject request for flow acceptance received 1l2 3/04, The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky Ri',* er Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the subject private residence.
WSACC agrees to accept wastewater from the private residence based on information provided by
King Engineering of Concord, Inc. (Civil Engineer for the project;) using North Carolina
Department of Environrn.ent and Natural Resources (NCDENR) wastewater flow guidelines. The
projected flow is 480 gpd; however .WSACC expects the actual wastewater flow to more closely
approximate 330 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Concord 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 rnay be subject to situations that WSACC does not expect or control. Based
upon flow of 480 gpd and cost of $8.126/gpd to provide treatment and transportation capacity, this
flow acceptance represents an. estimated capital expenditure in excess of $3,900.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 11,650,145 gallons of flow .acceptance for the City of Concord from 1992 to present and
172,649 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $94,669,078 for the City of
Concord since 1992 including $1,402,945 for this calendar year.
:Downstream. facilities from the proposed project are scheduled in WSACC's current 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:
• Lower Coddle Creek Interceptor relief sewer. Scheduled completion date: 2009.
+� Rocky River Wa.stewater Treatment Plant phase 11 upgrade. Scheduled completion date: 2004.

Ity of Concord
Robert D. Isenhour — Private Sewer
January 30, 2004
Page 2 of 2
If construction of this project is not started within one year of the date of this approval, the
approval is rescinded and a second request and approval will be required. Please notify NVSACC in
waiting when construction of this project is initiated.
If you have an questions, please call me at [phone].
cc: WSACC Engineering Staff
Adam Dagenhart/Concord
Sherri 'Moore/Concord
Sam King P.E.,Xing Engineering
Sincerely,
John C. Murdock, III
EXC'elltiVe Director

©2)17/€i4
Permit Number WQ0023548
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
scnja.williams
Permitted Fiow
480
Facili
Track
Permit Tracking Slip
Status Protect Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
4 Inch Sanitary Sewer Service to Serve 2567
Saddlewood Circle
Location Address
Owner
Owner Name
Robert D. Isenhour, SFR
Oates/Events
Scheduled
App Received Draft Initiated Issuance
02/03/04
Regulated Activities
Private residence, single family
Wastewater collection
Outfatl NULL.
Waterbody Name
Mellor/Minor
Minor
Region
Mooresvi
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non -Government
e
Owner Affiliation
Robert Isenhour
206 Timberfieid Trail
China Grove
NC 28023
Publlc Notice issue Effective
r i-4-/ 4
Requested/Received Events
Additional information requested
Additional informnation received
Stream Index Number
Current Claea
n
Subbasin
02/13/04
02/17/04

GINGER PS.ENHOUR DBA
LEXINGTON PROPERTIES

Michael F. Easley', Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan VV, IClirnek, P.E., Director
Coleseen H. Sullins, Deputy Director
Division of Water Quality
TO:
FROM:
SUBJECT:
February 17, 2004
MEMORANDUM
Permit File WQ0023548
K. Marie Doklovic, PE
Variance to Gravity Sewer MDC
A 4" line extension is proposed for a single building lateral serving a single family residence at 2567
Saddl€:wood Circle (Robert & Ginger Isenhour) in the City of Concord, Cabarrus County. The lateral
must traverse ad' ining property to connect to an existing sewer line owned by the City of Concord,
SUMMARY - The line serves a single family residence. A variance to use a 4"line instead of a 6" fine
is granted. No additional flow shall ever be connected to the line without first obtaining a permit from
the Division. An easement agreement with location map shall be signed by each current
property owner affected and be recorded in the Cabarrvs County Register of Deeds office no
later than March 31, 2004. The easement agreement shall be attached to all property owners
affected and run with the land. Failure to obtain andibr record the required easement by the
timeframe above is a violation of this permit and may subject the Permittee to enforcement action or
revocation of the permit.
Non -Discharge Permitting Unit
1617 Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
intemet http:rrh2o,enr.state_nc.usindpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

King Engineering of Concord, Inc.
Post Office Box 904, Concord, NC 28026
Phone: 704 - 786 - 5464, Fax: [phone]
February 2, 2004
Ms. Sonya Williams
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality Regional Office
919 N. Main Street
Mooresville, North Carolina 28115
RE: 4" Sanitary Sewer Service to Serve 2567 Saddlewood Circle
City of Concord, Cabarrus County, North Carolina
FEB 0 3 2004
Enclosed, please find the following permit application package for the referenced project for your
review and approval.
If you have any questions, please contrqct our office at 704-786-5464.
Sincerely,
Sam King, Jr., PE/PLS
King Engineering of Concord