WQ0029817_Regional Office Historical File Pre 2018

MA -lad F, Easley, Governor
William O. Ross jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W Khmek, P.E. Director
Division of Water Quality
March 2, 2006
David Mullis, Owner
4585 Hedgemore Court
Concord, North Carolina 28027
Subject, Permit No, WQ0029817
Mullis Pump Tank and Force Main
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Mullis:
In accordance with your application received on January 31, 2006, we are forwarding herewith
Permit No, WQ0029817, dated March 2, 2006, to David Mullis 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until rescinded, and shall be subject to the conditions and limitations as specified therein, This cover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 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,
lytooresville Regional Office
610 East Center Ave, Suite 301 Mooresville, NC 28115.
Phone: [phone] Fax., [phone]
hCarolina
atUrafi://
lnternet h2o.enrstale.nc,us Customer Service, 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer Paper

MMuIs
r.
Page 2
March 2„ 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to David Mullis for the construction and operation of approximately 595 linear feet of 2-inch
force main as part of the Mullis Pump Tank and Force Main project, and the discharge of 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 January 31, 2006, and in conformity
with 15A NCAC 2H ,0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the 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 (704)
663-1699,
Sincerely,
/—'-
fin- Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection
Ramond Cathy, Raymond Cathey & Associates, Inc,
Surface Water Protection Central Files
Marie Doklovic, PERCS
P Permit 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 ssuance 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 (Le.
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,

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.
Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H ,0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7 A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9 In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 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.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone] Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control
Permit issued this the 2nd day of March, 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number IN00029817

1Prast Track Engineering Certification
Permit No. WQ0029817
March 2, 2006
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer fines) 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. Per
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
LI Partial 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 Mullis Pump Tank &
Force Main, 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 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
;1b.
USE THE TAB KEY TO MOVE FROM FIE
Full Le t}ai Nana (company mun"aiity, HOA, utility, etc.)
fining Official Name and Title (Please review 15A NCAC 2H .02O6(b) for authorized signing officials!)
legal entry whoa will own this system is:
ndividual Federal Q Municipality Q State/County Q Private Partnership 0 Corporation 0 Other (spec fy)
1 d. 45
1e
Street Address Ci
C. .
State Zip Code
1h, 744 - 7"2
2. Project (Facill
2a. / bez i
Telephone
Fa
ton.
refer to this n
Name and Affiliation of Someone Who Can Answer t:tuestions
3b. 7t - 773
Phone Numbef E-
E-mail
ounty Where Project is Located
is
plication
1. Project is g New Q Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification i+i.e. adding another
phase, changing line stzellength, etc.). Only include the modified Information In this permit application . do not
duplicate project Information in and Bl-11 10 thathas alreadybeen included in the original permit
)
2. Owner is 0 Public (skip to Item 8(3))
2a. If prOiate, applicant will be: .._
4
Private (go to item 2(e))
. 2b, If sold, fad' es owned by a (must choose on
Ei Retaining Ownership (Le, store, church, single office, etc) or
Q Leasing units (lots, townhomes, etc. - skip to item 8(3))
Q Selling units (lots, townhomes, etc. - go to Item B(2b))
en t Facilit~
Name of W1VTF
ner of Downst
The origin of this we
Q Residential Subdivision
0 Apartments/Condominiums
© Mobile Home Park
School
Q Restaurant
Q Office
Volume of wastewater to be perm
f7Z7 d.c
(WWTF) Treatin
6b.
Receiving Sewer Size
apPIY),
Car Wash
Q Institution
Q Hospital
Church
Q ursing Home /.c/a/vz-
(specify): Other
n this project: gallons per day
Q Public Utility (instruction III)
Q Homeowner Assoc./Developer (instruction IV)
tewater From This Project
WWTF Permit No,
Permit Number of Downstream Sewer (if known
% DomesticiCornmercia
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
Q Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
D Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK A PLICATION nrr G
PUMP STATIONS, ANI FORCE MALTS PAGE 4
Provide the wastewater flow calculations used in denier
.0219(I) for Item B(7) or the design flow for line or purn
that in 15A NCAC 2H .0219(I)(1-2) must be supported
NCAC 2H .0219(I)(3),
/26, Pest- Arzbeeeft,'7 x
ping the permitted flow in accordance with 15A NCAC 2H
station sizing if zero flow in the space below. Values other than
th actual water or wastewater use data in accordance with 15A
/012Y
ifLov..64003 s 4g /bice
10. Summary of Sewer Lire to be Permitted (attach additional sh
Size (inches)
Z �
ENTER TOTAL UNE LENGTH IN
Length (feet)
69,E
ummary of Pump Stations to be Permitted (attach additional sheets as ne
Location ID
(setf chosen - as shown on Design Flow
SpDla,n_-s for cross-reference) (MGD)
amI
4406 'E 1°r tockiaf.s
Operational Point
GPM TDH
"d cr�al *ter
Gravity or Force Main
(use the pull down menu)
.rte — 0i4,J
Power Reliability Option
(1- dual line feed; 2- permanent generator w1A'TS; 3-
portable generator wttelemetry; 4-wet well storage)
12, Do efs the sewer sy term comply v tt th+ fiitinimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
est version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
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
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? M;] Yes D No
Sedimentation and Erosion Control Plan?
Stornwater?
14, Does this projinvolve aerial lines or siphons? Check if yes: L
These Ones wilt be oonadcred Nati.rniaHSsrand sti i.me checked once eery six month
15. Does this project have gravity sewer lines designed at minimum stapes?El
Beaware that the O1 Asion will not accept installed fines more then 10% flatter than the minimum scope,
corrected prior to submitting the final engineering certification..
Yes No
D Yes ] No
N/A
N/A
/A
ale this tolerance h d
A 02103 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEW RS, Plil' IP STATIONS, AND FORCE MAINS PAGE 5
. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02iO3
(FAST -TRACK SEWER SYSTEMS)'" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available frorn our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0 A Stream Classification is not needed because all parts of the project are at least 10ti feet away from any down slope
water -body; AND,
0 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
mapeross-reference) /�� Waterbody
2b.
Waterbody Stream Waterbody
County Riv r Basin Index Classification
41e40-44)S o /3- 7-4 -(Ss) C
Submit the 8,5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1-34v'/ZJ 2t P /Z 'Y'hX 's Piim.b 1441A I
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and compete to the best of my knowledge. I understand that rf at 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 $1 a, 000
as well as civil penalties up to $25,000 per violation.
Site
Professional Engineer's Certifi
n:
,Date
i attest that this applicaN%,lam rS 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 Gravely Sewers adopted February t
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. Alhough 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 rnaterial 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, 00© per violation,
Engineering Firm.
2c. ?f & <
Mailing Address
2d. L,
2g. -71'= 2EZ-
Telephone
2e, C- 2f. 66?-5—
704 - State Zip__.
2h. 753- 4437 2i0 '
Facsimile
ETA 02/03 - Rev. 3 04/05

TOPO! map punted on 0e1/24/06 from 'North Carolina,tpo" and Untutled tpq"
.000" hrtif 60°40,000' W 8O°39,000' W W(3S64 Ei0°38,000' W
60 ° 41.000' W 4 a
TOPr"Y 02O P H&MattiG xip

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
January 30, 2006
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request
Mullis Pump Tank & Force Main iate)
32 D va dsog
NC 28027
Dear Mr, Hiatt:
This is in response to the subject request for flow acceptance received 1/27/06. 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 residential home
pump tank and force main, to serve one lot. WSACC agrees to accept wastewater from the
proposed residence based on information provided by Cathey & Associates, Inc. (Civil Engineer for
the project) using North Carolina Department of Environment and Natural Resources (NCDENR)
wastewater flow guidelines. The projected flow is 480 gpd; however WSACC expects the actual
wastewater flow to more closely approximate 333 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 may be subject to situations that WSACC does not expect or control. Based
upon Row of 480 gpd and cost of $8.126/gpd to provide treatment and transportation capacity, this
flow acceptancerepresents an estimated capital expenditure in excess of $3,900.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 13,299,302 gallons of flow acceptance for the City of Concord from 1992 to present and
100,144 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $108,070,128 for the City of
Concord since 1992 including S813,770 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 C1P are subject
to approval by WSACC's Board of Directors, support from local govemin.g 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: 201.2.

City of Concord
Mullis Pump Tank & Force Main (Private)
January 30, 2006
Page 2 of 2
It 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 [phone].
Sincerely,
/01
Evancler H. Rowell, RE.
Engineering Director
cc: WSACC Engineering Staff
Sherri Moore Concord
Raymond H. Cathey, P.E./Cathey & Associates, Inc.

City of Concord
Engineering Department.
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
January 26, 2006
Evander H. Rowell
Director of Engineering
Water and Sewer Authority of Cabarrus County
Post Office :Box 428
Concord, North. Carolina 28026-0428
Subject: Flow Acceptance Request
Mullis Pump Tank & Force Main (Private)
a city meeting t e flctare,..
Dear Mr. Rowell:
Please provide the City of Concord with a flow acceptancepproval letter for a private domestic
wastewater discharge of 480 GPD.
The Mullis Private Pump Tank & Force Main project consists of approximately 1000 gal septic
tank, and 1000 gal pump tank with pump chamber and 10 GPM sewage pump, float controls, ,audio and
visual alarms, 595 linear feet of 2-inch force main and associated appurtenances to serve a 4-hedrooni
single family home located off .Hed„enure Road with an average domestic wastewater discharge of 480
GPD,
The City of Concord will he the retail service provider for the customers ) served by the proposed
wastewater collection system, as indicated on the plans.
Construction of this project shall be in accordance with 15A NCAC 2 H .0200; The Division of Water
Quality's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Water
and Sewer Authority of Cabarrus County's standard technical specifications; the City of Concord's
ordinances, policies, and technical specifications; the approved plans; and other supporting data,
Please provide the City of Concord with a flow acceptance approval letter for this project. If further
information is required, please contact the Engineering Department at [phone].
Sincerely,,
CITY OF CONCORD
W. Brian .H iatt
City Manager
VV13HIsvm
Enclosures
Cc: Project
Cathey & Associa
El c: Copy:
Concord, NC
bitri
Jkitritaely
II
004
Date: 1/26/06
2001}-029 Mullis Pump "rank & Force Maas
tc., PO Box 8 ].9, Harrisburg, NC, 28075, Attn.
T. Mark Fowler - Director of Wastewater
Phillip Kings]and Construction Administr
Raymond Cathey, PE
Alfred M. Brown Operations Center
850 Warren C Coernan Blvd Box 308 Con:
(70) 9 :1L-5425. ] ti 74) 786-4521 L: 'MD 1-,A 0-735-82t2

City ©f Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
January 26, 2006
Mr. David F. MuiI is
4585 Hedgemore Court
Concord, NC 2t)8027
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Mullis Private Pump Tank & Force Main Project Number'2001-029
Sanitary Sewer Extension
Dear Mr. Mullis:
This letter is to confirm that on January 25, 2006, our office received the application
package consisting of the engineering plans and specifications,, by Raymond H. Cathey, NCPE,
of Cathey & Associates, Inc. for the Mullis Private Pump Tank & Force Main project, consisting
of approximately 1. ©00 gal septic tank, and 1000 gal pump tank with pump chamber and 10 GPM
sewage pump, float controls, audio and visual alarms, 595 linear feet of 2-inch force main and.
associated appurtenances to serve a 4-bedroom single family home located off Hedgemore Road
with an average domestic wastewater discharge of 480 GPD.
Please note: It shall be the owner's responsibility to obtain a utility encroachment from the North
Carolina Department of Transportation for the force main located across Hedgemore Road;
obtain the associated private utility easements; and to ensure that the system meets th.e 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 domestic wastewater flow. The City of Concord, however, will not guarantee the
acceptance of any future wastewater flow requests or changes in the nature of the flows
associated with this private system.
Please be aware that the City NA,fili not assume any responsibility for the operation and
maintenance of the subject private sewer system. The entity to whom the NC.DENR private
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 sewer extension from t:he City's wastewater
collection system if improper operation and maintenance of the sewer system leads to sanitary
Alfred M. Brown Operations Center
tti • 850 W:wnm (µ: (m ole a m Blvd • PO. Box 3(.6 • (�:.cma. -1, Noma Laro1iva 2.8026
) 5425 • Fay i4} 786-4521 • TDD 1-8C 35-tP6' • t14g< < zont t.neus

sewer overflows within the City's wastewater 'collection systern or violations of any ordinances
or policy's.
The owner's engineer shall certify that the private sewer system has been installed in accordance
with WSACC arid 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.
S incere ly Sincerely,
CITY OF CONCORD
CITY OF CONCORD
M. Sue 'Hyde T. Mark Fowler
Director of Engineering
Director of Wastewater Department
cc:
Project No.: 2001 - 029 Mullis Pump Tank & Force Main
Cathey & Associates, Inc., PO Box 819, Harrisburg NC, 28075, Attn: ME Raymond Cathey, PE
Elec. Copy:
Mr: Mark Fowler, Wastewater Resources Department
Margaret Pearson, Development Services Department

Periel
ber 0029817
Centraldle4
Perm t Iraing Slip
APS
03101'06
Program Category
Non -discharge
Permit Type
Gravity Sewe Extenien, Pump Stations, Pressure Sewer
Extensions
Primary Reviewer
dee.dra der
Permitted Flow
400
Facility Name
MuMs Pump Tank Force in
Location Address
Owner
Owner Name
lvent
Tullis
Status Proiect Type
In review Nev Project
Version
A
Permit Classification
individual
Permit Contact AffAffiliation
Region
Mooresville
County
Cabarrus
Facility;Cont ct ffllla ion
ngIssue Ape Received Draft lnadated
01/31/06
Regulated Activities:::
Primate residence, single tarsi
b asieenter colleCtion
utfil W.11. 1
Scheduled
issuance
Owner Type
Individual
Owner Affiliation
David
4585
Concord
mimic Notice Issue
Mul
s 0
ner
NC 0 r
Effective
Additional Infnrrnahnn requested
,Additional in fcrrn ation received
Exp than
Waterody Name
trearn index Nu ca ber Curre
Subbasin

DANA S. MULLfS NCDL 7949
©AVID F. MULL! S ~ . , COL 843
4585 HEDGEMORE: CT RH '7O4.782-
COaNCCRD, NC - 28927
mplo eesCredit Union
tcarcord, North Carolina
57
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