WQ0023247_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, KImek, PE,, Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 12, 2003
Mr, Keith Troutman, President
Troutman Land investments
P.O. Box 507
Concord, North Carolina 28026
Subject: Permit No, WQ0023247
Troutman Land Investments
3020 Cannon Blvd., South
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr: Troutman:
In accordance with your application received on October 31, 2003, we are forwarding herewith
Permit No. WQ0023247, dated November 12, 2003, to Troutman Land investments 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 the 4-inch gravity sewer line variance.
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
919 N Main Street, Mooresville, NC 28115
Internet http://h2o.enr,statemc.usi
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Mr. Keith Troutman
Page 2
November 12, 2003
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 Troutman Land Investments for the construction and operation of approximately 205 linear
feet of 4-inch gravity sewer to serve 1 three -bedroom residence as part of the 3020 Cannon Blvd,,
South project, and the discharge of 360 gallons per day of collected domestic wastewater into the
Water & Sewer Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES Na.
NC0036269) existing sewerage system, pursuant to the application received October 31, 2003 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 Troutman Land Investments
and WSACC for collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this perrnit 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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WVVTF Permit No. NC0036269)
Samuel King, King Engineering of Concord, Inc.
Water Quality Central Files
NDPU Files

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 volurne 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 28 .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 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.
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
pemiit; 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.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C,
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

11. Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
12. A variance to use a 4-inch gravity sewer line instead of a 6-inch gravity sewer line is granted for
this project No additional flow shall ever be connected to the line without first obtaining a permit
from the Division, The required easement(s) must be recorded in the Cabarrus County Register of
Deeds office for all properties involved.
Permit issued this the 12th day of November, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, RE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023247

Fast Track EngineeringCertification
Permit No, WQ0023247
November 12, 2003
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
Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (E periodically, E
weekly, E full time) the construction of the 3020 Cannon Blvd.,
South, 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
919 N. MAIN STREET
MOORESVILLE NC 28115
The Perrnittee 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 Perrnittee to appropriate
enforcement actions,

"FA5l�|kACKAPPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS &kCE3
_
B. PERMIT
�
1u� Thelegal entity who will own this system is�
| FlIndividual [] Federal [] Municipality M State/County [] Private Partnership i2! Coi
1��f��Q�c�Bax�07 ��« Concord
! 08--------�
Street - -- ----� �
| �� n«o"cos City
Z l[ Nuo|`Cam"
�_ na _ _lg�
Z State Zip Code
1h, 784-782-3105______
" Telephone Facsimile E-mail
2. Project (Facility) Infib(mation:
USE THE TAB KEY TOMOVE FROM FIELD TOFIELD! Application Number*
(to uocompleted uY0»»Q>'-
7, Owner:
1a , _koutrnan Land investments____
FuULegal Name (company.municipality, HOA, utility, etc.)
1b, Keith Tmutin! n President -- -- �--- !
Signing Official Name and Title (P(ease review 15A NCAC 2H 0206(b) for authorized signing officials!)
i
!
'
ration [] Other (opadfy)�
2w 4^Sonita* Sewer Service to Sama 3020Cannon Blvd,, S. _ 2bCahanus
Brief Project Name(penndwill refer tothis name) County VVhenaProject )sLocated |
� < 3 Contact Person:
^
3a, {;amKmg. King Engineering_____
Name and AMiation of Someone Who Can Answer Questions About this Application
lk 704-786-5464
Phone Number
�c
' E-mail
1 Project ioXNew C Modification (of an existing permit) If Modification, Permit No.,.
---'' - —
---
Formodificadons attach separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line aizw8mngth.ot .), Only include the modified information inthis permit application -donot
duplicate project information inB(7)and B(1V-l1)that has a8nwadybeen included |nthe ohg|nm|psnn|t
_ _
2Owner is 0 Public (skip tnItem 8(3)) r&4 Private (�/tnVen/ 2(�)
2a� |/ private, applicant will be:
--' ---2b. |fsu/d.facilities owned
-xy^ mumtchoose qiie)
Retaining Ownership (i.e.store, church. single office, eto)or
- Leasing units (lota.townhummo.etc, ' skip k`Item B(3))
L_� Selling units (lots, townhomes, etc, - go to Item B(2b))
< 3 Water Sewer Cabarrus Count
O pfVVas���m Authority / -------"�' --
�� um�r / |�a�ment FauU�y(WV�TF)TraahogVVau�wa&erFmmThis Pnde�
4a Ro��/Ri��Re�onm VyVV�P --- . L��CO � � �� °* - ~ �� ��o�o
LL Name ofVVw/TF WVVTF Permit No,
Z 5o, City ofNannapo|is _ �b8^li - 15o.
vwnermumwnmreamSewer i Receiving Sewer Size Permit Number ovDownstream Sewer V/known)
Ll Public Utility (Instruction U|)
LJHomeowner 8asoc/Deve|opur(Instruction IV)
8� The origin afthis wastewater is (check all that app|y): _
XResidential Subdivision Car Wash
L14partne/gy/Cuvdnminiwmna Institution
Mobile Hume perk Hospital
School 77 Church
LJ Restaurant Nursing Horne
Office LD Other (specify):
� Vu|umecdwastewater tubepermitted inthis project: 360 gallons per day
100%Doniescltmnmercial
Industrial
�Xo Other (specify),
8 ifthe permitted flow iszero, indicate why
interceptor Line Flow will bepermitted ieSubsequent permits that connect tuthis line
L] Flow has already been allocated in Permit No. _____
[]Rebmbdfinadnnor/ep|orenneniufexisting sewer wi1Anonew flow expected

A IP CATION for
VtTY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE =t
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 -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
3 bedroom residence C? 120 gpolbedroom = 360 gpd.
(205 if 4" ductile iron sanitary sewer service to serve one 3 bedroom residence)
10. Summary of Sewer Lines to be Per rrritted (attach additional sheets if necessary)
Size (inches) Length (feet)
4 205
Z
0
U
ENTER TOTAL LINE LENGTH IN MILES 0.04
0
z
Gravity or Force Main
(use the pull down menu)
gravity
mrnasy of Pump Stations to be Permitted (attach additional sheets a necessary) 1V/A
Location ID Power Reliability Option
(self chosen - as shown on Design Flows' Operational Point (1- dual line feed; 2- permanent generator w1ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria fear 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?`
0 Yes j 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 minimum line size per City of Kannapolis
MIT .TWC) CfPIIFS OF PLANS.- Rt r 1P1 :ATIQNS OR CALVD1,ATR1'JS.PFRT.INFNT TC) THE VARIANCE WITH Y
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? E Yes 0 No ❑ N/A
Sedimentation and Erosion Control Plan? ❑ Yes Q No N/A
Stormwater? d Yes 0 No X N/A
R APPII(ATIC)Nj

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS VAG E.5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the .appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0 Ei A Stream Classification is not needed because all parts of the project are at least 100 feet away from anydown slope I
C. STREAM
waterbody, AND,
LI 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
X Three Mile Branch ! Cabarrus Yadkin 13-17-9-4-3 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,
2
1„ Keith Troutman attest that this application for 4" Sanitary Sewer Service to Serve 3020 Cannon Blvd., S. 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 143-215.6B, 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 we// as civil penalties up to $25,000 per violation
Date
1 attest that this application for 4" Sanitary Sewer Service to Serve 3020 Cannon Blvd., S. 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 Sevier Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Cdteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signing Official Signature
Professional Engineer's Certification:
2a. Samuel L. K4r.
Professional Engineer Name
2b, King Engineeringpf Concord, Inc.
Engineering Firm
Post Office Box 904
Address
at Concord
City
2e. NC 21 28026
State Zip
2g. 704-786-5464 ,2h, 704-788-6502 2i samkingfishgaol.corn
Telephone Facsimile E-mail
•
Seal, Signature
Date

11/04/03
Permit Number WQ0023247
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
ast Track
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Statons, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonjamilliams
Permitted Flow
360
Facility
Facility Narne
3020 Cannon Blvd. South SFR
Location Address
Owner
Owner Name
Troutman Land Investments
Dates/Events
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non-Govemment
Owner Affiliation
Keith Troutman
P.O. Box 507
Concord NC 28026
Scheduled
Ong issue App Received Draft Initiated Issuance
10/31/03
Regulated Activities
Private residence, single family
Wastewater collection
Outten NULL
Pubiic Notice
Waterbody Name
Stream Index Number
Issue
Effective Expiration
Requested/Received Events
Additional information requested VidA7214AJC.6—
Additional information received
Current Class Subbasin

Michael F. Easley, Governor
William G. Ross Jr„, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PE., Director
Division of VVater Quality
TO:
FROM:
SUBJECT:
November 7, 2003
MEMORANDUM
Permit File WQ0023247
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 3020
Cannon Blvd South (Troutman Land Investments) in the City of Kannapolis. The lateral must
traverse adjoining property to connect to an existing 4-inch stub -out owned by the City of
Kannapolis.
SUMMARY - The line serves a single family residence. A variance to use a 4" line instead of a 6" line
is granted. No additional flow shall ever be connected to the line without first obtaining a permit from
the Division The required easements must be recorded in the Cabarrus County Register of Deeds
office for all properties involved.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
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Entity' Names http:://wwwasecretary„state.nc..us/corporations`soskb/Corp.asp?4639314
NC
Elaine F Marshal
Secretary
North Carolina
DEPARTMENT C t THE
ECRET+►RY OF TATE
PO Box 29622 Raleigh, NC 276'26.0 22 [phone]
Date: 11/4/2003
Click here to:
View Document Filings I I
File an Annual Report I Print a prep©pulated Annual Report
Corporation Names
Name Name Type
Troutman Land Investments, Inc. Legal
Business Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
R tered Mailing Address:
Principal Office Address:
Principal Mailing Address:
0151858
Current -Active
9/12/1979
Dom estic
NC
Perpetual
Troutman, G Raiford
1510 Hwy 29 South
Concord NC 28025
1510 Hwy 29 South
Concord NC 28025
1510 Hwy 29 South
Concord NC 28025
No Address
For questions or comments about the North Carolina
For questions or comments concerning the Corporations Di
11/4/2003 9:07 AM

October 29, 2003
iriri of on r
Concord,
NC 28026
7'5464, Fax: [phone]
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 3020 Cannon Blvd. S.
City of Kannapolis, Caaarrus County, North Carolina
NC
3k
ND
Enclosed, please find the foliowing permit application package for the referenced project for your
review and approval.
if you have any questions, Tease contr ctour office at 04-7 6- 464
Sincerely„
Sam King, Jr., PE/EL
King Engineering of Concord

0
bx
2003 3501
Mr. Sam l i
Kum Engineerm of Cott ord
PCB Box 90
Concord, NC 28026
Re Troutman Land Investments — Pr at c System
Se r flow acceptance
I sar l ir. King:
Please fiald attached the flow acceptance latter from WSACC. By forwarding you this acceptance
letter the City of Kannapolis also agrees to accept wastewater from the proposed development
based on informatim provided by your firm, using North Carolina Department of Environment
and Natural Resources (l iC ENR) wastewater flow guidelines.
If you have any questions or need any additional information, please contact meat 704-938- l l p;
incerel
Stephen J. Bissiner
Assistant City Engineer
F 04,938.68tf➢
rat.ap ca9is., N'C' .Si 08' SIC" 2

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
October 10, 2003
Mr. Jeff Moody, P.E.
Kannapolis City Engineer
c/o Alley, Williams, Carmen & King
P.O. Box 1248
Kann.apolis, NC 28082
Subject: Flow Acceptance
Troutman Land Investments — Private Sewer System
CAlk.e: 212 Davidson Hwy.
Concord, NC 28027
v): PA), 114.A 4,28
Corxorit 280264)428
Phone 704186, 783
D. .704.795_ I 564
Dear . Moody:
This is in response to the City's request for flow acceptance received 10/6iO3. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from an existing residential structure to
be connected to the Kannapolis sewer line located off Pennsylvania Avenue. WSACC agrees to
accept wastewater from the existing residential structure based on the information provided by King
Engineering of Concord, Inc. (Engineer for the Project) using North Carolina Department of
Environment and Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is
360 gpd; however WSACC expects the actual wastewater flow to more closely approximate 250
gpd based upon Master Plan engineering data,
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 360 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $2,925.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,893,058 gallons of flow acceptance for the City ofKannapolis from 1992 to present and
42,225 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $15,382,989 for the City of
Kannapolis since 1992 including $343,120 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:

City of Kannapolls
Trout nan Land 1nves ents — rivate s r r System
October 10, 2003
Page 2 of 2
Rocky River
date: 2005.
asteevater 'Treatment P
nt w
be expexpanded to
d. Scheduled cot
pie
on
Please note that 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 WSACC in writing when construction of this project is initiated.
If you have any questions, please
CI me at 786
Sincerely,
cc: W A C Engineering Staff
Michael Mahoney, PE/City Manager
Wilmer I .elto a olis
Sam King, PE/King Engineering
o C. Murdock,
Executive Director