WQ0029818_Regional Office Historical File Pre 2018

Michael F.. Easley, Governor
William G. Ross Jr,, Secretar-y
North Carolina Department of Environment and Natural Resources
Alan W. Klimek., P.E. Director
Division of Water Quality
February 10, 2006
Mr, Wilmer Melton, Director of Public Works
City of Kannapolis
1401 Bethpage Rd.
Kannapolis, NC 28081
Subject: Permit No, WQ0029818
Newman Manor Subdivision
City of Kannapolis
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton:
In accordance with your application received on January 10, 2006, we are forwarding herewith
Permit No. WQ0029818, dated February 10, 2006, to the City of Kannapolis 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 §143-2156A 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 610 East Center Ave., Suite 301 Mooresville, NC 281.15
Internet h2o:enr.stale ncus Customer Service: 4-877-623-6748
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10%. Post Consumer Paper
Phone, [phone] Fax [phone]
onc
NfirthCalolina
Aaturally

Mr. Wilmer Melton
Page 2
February 10, 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 the City of Kannapolis for the construction and operation of approximately 1,685 linear feet
of 8-inch gravity sewer as part of Newman Manor Subdivision project, and the discharge of 10,440
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 10, 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 at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface WaterProtection (WWTP Permit No, NC0036269)
Jeffrey Schmitt, Kenney Design Group
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein,
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
3, The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H ,0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 21..0200 or the surface water standards in 15A NCAC 28 .0200,
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e,
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C

4. This permit shall not be transferable, In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6 Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
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 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 mad 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 (800) 8-0 or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form S-SSO (or the most current Division approved form), within firm 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 -SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issuedthis the loth day of February 2006,
NORTH CAROLINA ENVIRONMENTAL ADAGE ENT COCOMMISSION
. 'ex Alan W, Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Nu ber

Fast Track Engineering Certification
Permit No, WQ0029818
February 10, 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 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, Per t
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 Engineers 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
[I] Partial I-1 Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, El weekly, El full time) the construction of Newman Manor
Subdivision, 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,

. RACK APLL1CAt1ON for GRAVITY SEWERS, P
STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
la. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.)
• lb. Wilmer Melton ltl - Director of Public Works
Application Number:
(to be completed by DINO)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
• lc. The legal entity who will own this system is;
0 Individual LI Federal 0 Municipality 0 S(ate/County Private Partnership LJ Corporation 0 Other (specify):
C4 ld 1401 Bettipage Rd.
O Mailing Address
z
1e„ Kannabolis
City
if NC lg 28081
State Zip Code
O lh. 704-920-4200 li. 704-920-4244
Telephone Facsimile
(,) 2, Project (Facility) information.:
CL - 2a. Newman Manor Subdivision
Brief Project Name (permit will refer to this name
• 3: Contact Person:
• 3a. Jeffrey Schmitt - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-3776099
Phone Number
wme it
E-mai
ci.kanna olis,n .us
2b. Cabarrus
County Where Project is Located
3c. ischmitt@kennWesign,Corn
E-mail
1. Project is New El Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i,e, adding another
phase, changing line size/length, etc:). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2 Owner is El Public (skip to Item 8(3)) Private (go to Item 2(a))
2a, If private. applicant will be. 2b if sold, facilities owned by a (must choose one)
0 Retaining Ownership (i,e. store, church, single office, etc.) or 0 Public Utility (Instruction III)
Z Eli Leasing units (lots, townhomes, etc, - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
O 0 Selling units ((ots, townhomes, etc. - go to Item B(2b))
'Cr 3 Water & Sewer Authority idf Cabarrus County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a: Rocky River Regional Wastewater Treatment Plant 4b NC0036,269
U- Name of \AAVIF 1,/l.WTF Permit No,
Z 5a. Cilyof Kannapolis 5b. 18 L Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number of Downstream Sewer (if known)
The origin of this wastewater is (check all that apply):
O Residential Subdivision 0 Car Wash
0 Apartments/Condominiums 0 Institution
O Mobile Home Park 0 Hospital!
0 School 0 Church
0 Restaurant Li Nursing Home
LI Office LI Other (specify):
ai
% Domestic/Commercial
Industrial
"A Other (sp.
7, Volume of wastewater o be allocated for this particular project: _kTfitr-40 gallonsper day
*Do not include previously permitted allocations 10)1440
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
1:"{" A If 7:7 - P 1) 4 405
-

CK APPLICATION for GRAVITY" SEWERS, PUMP STATIONS, AND ,FORCE "y1AINS PACE 4
Z
H
Z
0
0
z
0 Location ID Power Reliability Option
- (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
• plans for cross-reference) (MGD) GPM © TDH portable generator wltelemetry; 4-wet welt storage)
0
LL
9 Provide the wastewater flow calculations used in determining the permitted flow in accordance with 16A 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .9219(I)(3).
Lz m20-) L31042 Vd/S't
D1L4.0
pet
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
3 1,685
ENTER TOTAL LINE LENGTH IN MILES
Gravity or Force Main
(use the pull down menu)
Gravity
ary of Pump Stations to be Permitted (attach additional sheets as necessary)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes E] No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested, SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been subnnitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes [] No ® N/A
Sedimentation and Erosion Control Plan? EA Yes I] No I®] N/A
Stormwater? E Yes LI No El N/A
14. Does this project involve aerial lines or siphons? NO
These lines will be considered high priority and must be checked once every six months

TACK APPLICATION for GRAVITY" SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
C. STREAM CLASSIFI
cn
0
ci
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following.
0 El A Stream Classification as not needed because all parts of the project are at least 100 feet away from any down slope
waterbodyr AND,
Z 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
map for cross-reference) Waterbody
la
County
Waterbody Stream Waterbody
River Basin Index Classification
Submit the 5.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Witmer Melton, ill, 00, .Public Works„ attest that this application for Newman Manor Subdivision
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 wide North Carolina
General Statutes143-215,6A and 143-215,68, any person who knowingly makes any false statement, representation, or
-
certification in any application shall he guilty of a Class 2 misdemeanor which may include a fine not to exceed $10.000
asvvelL, -ivifpenalties up to $25„000. per violation.
Signing Official Signature
2, Professional Engineer's Certification:
Date
I attest that this application for Newman Manor Subdivision has been revie,wecl 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, further attest that to the best of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Purnp 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
Genera/ 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 or a Class 2 misdemeanor which may include a finenot to exceed $10,000 as
well as civil penalties. up to $25,000 per violation,
2a, Jeffrey Schmitt
Professional Engineer Name
2b, KenneyDesign Group
Engineering Firm
2c. 1316 Greenwood Cliff
Mailing Address
2d. Charlotte 2e. NC 2f. 26264_
City State Zip
2g, 704-377-6099 2h, 704-377-6097 2i. Ischmittgkenneydesign corn
Telephone Facsimile E-mail
Sear, Signature & Date
FTA )-").4)'; 1 0.4,"11

Permit Number
Central f i s APSSW
/06
0029818 emit Tracking ii
Prog Category
Non -discharge
Permit Type
Gravity Sewer Extension PuPumpStations, Pressure ewer
Extensions
Primary Reviewer
dee browder
Permitted Flow
10440
Fl
Facility Name
Newman Manor Subdivision
Location Address
Owner
Owner Name
City of Kannapolis
Date Eve
Status Project Type
in review New Project
Version
A
Permit Classification
individual
Permit ConContact Affiliation
Major! liner Region
Minor i dcaresvidle
County
Cabarrus
Facilltg Contact Affiliation
Owner Type
Government - Moniolpai
Owner Afflliatn
Malvin Rape, PE
PO Box 1199
.annapoii.
Scheduled
Orin Issue App Received Draft ated Issuance Public Notice issue
01/10/06
NC 11199
ffe Live xpiretina
Re Activities RewestediReceived Events
Subdivision
,Addihranal infarrnation requested
Wastewater r nog ecthan Additonal information received
utffaii NULL
rbedy Name
Stream index Number Current Class Subbasin

CAROLINA DEVELOPMENT OF CHARLOTTE LLC
NEWMAN MANOR
P 0 Box 77173
Charlotte, NC 28271
PAY TO THE.
ORDER OF
GIONS
BAN
F-OR
i; 0 5

!IIIrSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
January 3, 2006
Mr, Michael Legg
City Manager
City ofKannapolis
PO Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
Newman Manor Subdivision — Sewer Extension
Office: 232 Davidson Hwy.
Concord, NC 28027
Niad to: P.O. Box 428
Concord, NC 28026-0428
Phone.: [phone]
Fa. :704.7953564
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received 12/ 6/05. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky .River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the wastewater from the proposed project, WSACC agrees to
accept wastewater for the proposed Newman Manor Subdivision, which will consist of 29
residential lots. This is based on the information provided by Kenney Design Group, P.A.
(Engineer for the Project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected flow is 1.0,440 gpd; however WSACC
expects the actual wastewater flow to more closely approximate 7,250 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 10,440 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $84,835.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,433,910 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
10,440 gallons of flow acceptance year-to-date including this request, Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $1.9,777,952 for the City of
Kannapolis since 1992.including $84,835 for this calendaryear.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from
local governing bodies, regulatory approval, and funding availability. At this time there are no
scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program
(CIP) that are located downstream of this proposed project... It should be noted that the list and
schedule of CIP projects are tentative and are revised periodically to reflect changing conditions
and needs.

City of Kannapolis
Newman Manor Subdivision
January 3, 2006
Page 2 of 2
Please note that if construction of this project is not started withiri two (2) years of the date
of this approval, the approval is rescinded and a second request and approval will be required.
Please notify WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
Evander H. Rowell, P.E.
Engineering Director
cc: WSACC Engineering Staff
Mr, Jeff Moody, P.E./Kaimapolis City Engineer
Wilmer MeltoniKannapolis
Jeffrey Schmitt, PE/ Kenney Design Group

Michael F. Easey, Governor
Williarn G. Ross ,Jr. Secretary
North Carolina Department of Environment and Natural Resources.
Alan J Kmek W.P E .1,:tirectc„g
Divislon of Vtiater Otiatity
IllOtTIS, Carmen & King
Iffif .0, Box 11)48
fit.or-finciodis, North Carolina 28082-6810
Newman Manor Subdivision
Permit No. WQ0029818
Wasle,,,,v,ater Cciiection System Extension
Final Engineering Certification
tettrat Sterrnilif Ere:
The Divison received a final engineering certification for the subject project on August 8, 2ao6. A
itiovie.ov of the cerifificiafon materials may or may not be conducted, it is assumed that receipt of
this certificalien indicates compliance with all regulations, design critefria and the permit. Please be
reminded that brie PerrrHcrii,e is. responsible tor keeping a copy of the final record drawings for the
of the feroiec ti tt you have not received a copy, please contact your consultant immediately to
(pcl ni a copy.
You are reciebting this letter because the Division has you listed as the respiDnsible party, If this
permitted system :s no .fonger on by 'you., please complete Form PNOCF-S CiS: this permit fs not
gut orria tically transferable, Form PNOCE-S car be downloaded from
t. bib isi20,E,-mnsto dpulndstluapas, h rni Pt Sewer.
;r yof f have any ffif;oestions concerning thiis document of the completbn of Farm PNOCF-S (if
nee:of:eq.:ivy), please contact Ms. [Inc Browder at the letterhead address or via Fornail at
i inberbalLneti
StriCerely,
iffs.
itg flkiffitk
Rex Gleason, FOE,
Surface \Atater Protection Regionfolf Sf..f.pervisor
finirelostrire
„le,41tey Schrni,1 fpo erlolosures)
'Surface Water Prateetlon Sectbn Central Flles cerfilircllion page only)
Please forward copy to Perrnittee
,d1Nrailli
Pretreatment, Emergency Response and Cellection Systems Unit internehttp://h2o.enr.i1C StE'Ae
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax '(9'19) 733-0059 504 recycled/10% post -consumer paper

PIPPirst Track Engineering Certification
Permit No, WQ0029818
February 10, 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 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 re uired for an chan e resultin on -compliance with thtjguIatonsor
minimum des qn criteria..
8 2006
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
P Partial 41 Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, [1] weekly, El full tirne) the construction of Newman Manor
Subdivision, 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.
CARo
SS
SEAL
18998
R
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

Alley, Williams, Carmen & King, Inc.
Post Office Box 1248
120 South Main Street
Kannapolis, North Carolina 28082-124
Phone [phone] Fax 703©
To: NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 0
Mooresville, NC 28115
WE ARE SENDING YOU THE FOLLOWING:
COPIES DATE
NO.
EJtrsPs
DIPS
DOVERNIGirr
Date, August 4, 2006
Attn: Dee Browder
OFEI EX
TVER
Job No. 05501-05
Re: Newman Manor Sewer AU& G'
Construction Record Drawings
Engineer's Ce
ication
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval
0 For your use
❑ As requested
❑ See Remarks
REMARKS
cc: Wilmer Melton
❑ Approved as submitted ❑ Resubmit copies for approval
Approved as noted ❑ Submit copies for distribution
LI Returned for corrections ❑ Return corrected prints
❑ For signature
14awck-sbstydaseplwnrdlfrsl05501 Genr&\O5a Newman
n
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