WQ0033951_Regional Office Historical File Pre 2018

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 15, 2009
Mr. Gary Dellinger, Managing Member
Consolidated Group of Denver, LLC
8151 Webbs Road
Denver, NC 28037
Subject: Permit No. WQ0033951
The Terraces Townhouses
Wastewater Collection System Extension
Lincoln County, North Carolina
Dear Mr. Dellinger,
In accordance with your application received on April 3, 2009, we are forwarding herewith
Permit No. WQ0033951 dated April 15, 2009, to Consolidate Group of Denver, LLC 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless 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
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] \ Customer Service: 1-877-623-6748
Internet: www.ncwaterqualitv.orq
An Eoual Onoortunity \ Affirmative Action Employer — 50% Recvcled/10% Post Consumer paper
No thCarolina
Naturally

3
Mr, Dellinger
Page 2
April 15, 2009
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 for the
construction and operation of approximately 1,593 linear feet of 8-inch gravity sewer, 500 linear feet of
4-inch force main, a 100 gallon per minute pump stations (with duplex pumps, on -site audible and
visual high water alarm, and a permanent on -site generator with automatic transfer switch), and the
discharge of 30,960 gallons per day of domestic wastewater in conformity with 15A NCAC 2T; 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 Lincoln County
WWTP (NPDES Permit No. NC0074012) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of Lincoln County. Lincoln County must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the collection system permit WQCS00149.
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,
/f—
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Recil H. Wright, Wright & Associates
Surface Water Protection Central Files
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 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall. maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

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 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from- complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 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.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [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 15th day of April, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033951
3

Fast Track Engineering Certification
Permit No. WQ0033951
February 12, 2009
Owner/WQCS WVVTP/WQCS PE
Gary Dellinger, Managing Member Barry McKinnon Recil Wright
Consolidated Group of Denver, LLC Lincoln County Wright & Associates
7332 Kidville Road 115 West Main Street, 2nd Floor 4190 Hwy 16 South
Denver, NC 28037 Lincolnton, NC 28092 Newton, NC 28658
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 bjr the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of The Terraces Townhouses, a
Lincoln County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

0
LL
z
z
0
E TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
Consolidated Gro
of Deny
egal Name (company, municipality, H2OA, utility, e
1b.
Signin
Deilincter, Manactinu fwle h
Name and Ti
e (Please review 15A NCAC 2T .0
lc, The legal entity who will own this syster
individual El Federal 0 Munifcipality State/County ] P'rivate Pattnership 0 Corporation Q Other (spec
1d, 8151 VWebbs Road
1<aiiing Address City
lg.
28037
Application Number;
(to be completed by DWQ
horized signing offic
if NC
State
1 h. 704 489 0110
Telephone
704 483 8481
Facsimile
2. Project (Facitit ) Information:
22, The Terraces Townhouses
Brief Project Name (permit will refer to this name)
Contact Person:
3a. Recil H. Wright, PE, Wright & Associates
Name and Affiliation of Someone Who Can Answer Questions About this Application
Zip Code
1j, vdellinger@charter, net
E-mail
Denver
3b, 828 465 2205
Phone Number
ProjectLi
2. Owner is 0 Public (skip to Item B(3))
2a. If private, applicant will be:
0 Retaining Ownership (i,e, store, church, single office, et
0 Leasing units (lots, townhomes, etc, - skip to Item B(3)
Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Lincoln County
Owner of Wastewater Treatment Facility (WWTF) Treating
4a. Fr: rney Creek
Name of WWTF
5a, Lincoln County 5b
Owner of Downstream Sewer fRecety
2b. Lincoln
County Where Project i
[e-mail]
E-mail
©dification, Permit No.:
® Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose
of © Public Utility (instruction C)
Homeowner Assoc./Developer (Instruction ©)
Gravity
Sewer Size U Force Main
6. The origin of this wastewater is (check all that apply):
LL
[1 Residential Subdivision
Apartments/Condominiums
I i Mobile Home Park
_r pchocl
El Restaurant
Office
4b. NC0074012
WWTF Permit No.
Li Retail (Stores, shopping centers)
0 Institution
L Hospital
Q Church
LI Nursing Horne
❑ Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7 Vole of wastewater to be allocated or permitted for this particular project: 30,1b0 gallons per day
"Do not include future flows or previously permitted allocations
3. If the permitted flow is zero, indicate why:
U Pump Station, Outfall or Interceptor Line where flow wltd be per
Flow has already been allocated in Permit No.
I...„.„t Rehabilitation or replacement of existing sewer with no new f ow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
d in subsequent permits that connect to this line
FTA12/07

•
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for Tine or pump station sizing if a reduced or zero flow is being requested in
Item 8(7). Values other than that in 15A NCAC 2T .0114 (b)and(c)must be supported
with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
129 units @ 240 galldaylunit=30,960 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
4
Length (feet)
New Gravity or Additional
Force Main
❑ 11. Summary of Pump Stations wl associated
Pump Station Location ID
Z
Z
0;
Pump Station Location ID
B. PERMIT
Design Flow
(MGD)
Operational Point
GPM @TDH
1593
NG
500 i FM
Force Mains to be Permitted (attach additional sheets as necessary)
• (self chosen --as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
0.14
100gpm@44 2
500
Design Flow
(MGD)
(self chosen - as shown\on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w1ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w1ATS;
2 - portable generator w/MTS
Force Main Size I Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS. Unit)
13. 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 Chapter 2T as
applicable?
® Yes ❑ 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
FTA 12/07

r�---'---` ' --' --------_____-
U4. Have the following permits/certifications been submitted for approval for the system orproject Uoboserved?
J
l
�.
VVoUandX3tra�mCrossings ' Genera[ Permit or401Certification? []Yes El No ZN/A
Sedimentation and Erosion Control Plan? El Yes El No 9 N/A
/ Stormwater7 El Yes []No 0N/A
h5`Does ��pm�o include any 02T�4O2 o�hons.nr�ter�nanuo
' manholes)? These lines will beconsidered high priority and must bechecked once every six ' months
'Check ifYes: F-1and provide details
/
1. Owner/Permittee's Certification: (Signature of Signihg Official and Project Name)
\ Gary Dellinger attovt.that this application for _Terraces Townhouses 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 2 uilty of a Class 2 misdemeanor, which may includ . e a fine not to exceed $10, 000 as well as civil penalties up to
-'
1a.
�_--
/
'�-_i1-DDate
jENG|NEERNGDESIGN DOCUMENTS MUST BECOMPLETED PRIOR TO SUBMITTAL THIS
Arr v. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE UF SEWERS,THEIR PROXIMITY
TOOTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TOi5ANCAC 02T.0305 '
---------------- -.... .... _......... .... _...... '__....... ..... .... _................. __---- _-__-_-___... ... -'_........ _�_.......... _--
-2. Professional Engineer's Certification: (Signature ufDesign Engineer and Project Name)
�_Recil H. Wright,fE, attest that this application for _��c��wmho�� has been mwewed�mo�d�
m auou&�cump�Asmndoonu�&entvwYhthoin�ona�bn�n0/oongin*enngplans,ombmatioos,endallobhar
� supporting
documentation trthe best ofmyknowledge. / further attest that tothe best o/myknowledge the proposed ` h- x
been prepared /naccordance with the applicable regulations, Gravity Som�r Minimum DesignCriteda for GravitySe=em
adopted February /2 19Q6,and the Minimum Design Criteria for the Fast -Track Peof Pump Stations and ForceMains adopted June 1, 2000 and the watershed classi rication in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seat signifies that I have reviewed this matedal and havejudged 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.
2u. RooUH.Wright, PE
Professional Engineer Name
2b. Wright & Associates
Engineering Firm
� ___-_-
2o. 41A8Hwy 1OSouth
Mailing Address
--��--------�------- +-- --�'
2d. Newton �----
| City ' State | Zip i
Telephone Facsimile
�
|
|
�
|
`!
|
[e-mail]
i E-mail
| i �ebO]8[V18,2009

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1f

COUNTY OF LINCOLN, NORTH CA.ROLINA
11 S WEST MAIN STREET. 2xri FLOOR CITIZENS CENTER. L1h1COLNTON. NORTH CAROLINA 28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
Febnaary 9, 2009
Wright and Associates
Attention: Recil Wright, PE
4l90 Righway 16.Sputh
Newton. NC 28058
RE: Ttae Terraces Subdivision Sewer Plow Acceptance Letter
Dear Mr. Wright.
On January 30, 2009, Chris Heinderson and 1 met you at the -pump station for The Terraces and after
performing a thorough inspection, concluded that the pump station does meet attr requir rents for a
private pump station.
i
Therefore, we are issuing a flow acceptance letter for The Terraces Subdivision off of North Highway
16. The Terraces, consisting of 129 two bedroom residential units, has a projected flow using
NCDENR wastewater flow guidelines, 240 gpd/household, of 30,960 gpd_ Lincoln County expects the
actual wastewater flow to be 20,640 gpd based upon the current residential flows of 160 gpdiutut.
These two paints net to b fed
l . This is a private pump station, owned and peratcd by The Terraces. This will continue to be a
privately owned and opcata*cd pump station. This letter floes not signify in any way that -Lincoln
County intends to take over ownership or operation of this pump station.
2. This is an existing g pump station that has been operational for many years. As such, the flow from
this facility has already been accounted for in our actual flow records at the Forncy Creek WWTP.
The receiving sewer treatment facility will he the Forney Comic WWTP, Permit # NC0074012. Pict
Lincoln County Water and Sewer District is the collector, Permit /# WQCSO0149.
If you have any further questions, feel tree to contact me at the office number.
Sinccreiy.
L. McKinnon.
Utility Engineer
Cc: Stephen A. Giibet, PE, PLS — Director of Public Utilities
Rccil Write
Filo

what it V27 u ;ti a Kecil Wright
828 465 5878 p.2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: The Terraces Homeowners Association, Inc. (Recil Wright, P.E.
Project Name for which flow is being requested: The Terraces
More than one FTSE-1 a'o7 may be required for a single project if the owner of the WWTP is not responsible for all
pump .stations along the route of the proposed wastewater flow.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Fomey Creek WWTP
b. WWTP Facility Permit #: NC-00740I2
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.975
0.306
0.650
* (See Attached)
0.956
98%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg,
(Firm/Design) Daily Flow, MGL
PS-12 1_5 0.12
III.edification Statement
I, of L. rn c inn -n , certify thaI(to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en mute to the receiving
treatment plant under normal circumstances, This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and 11 for which 1 am the responsible party. Signature of this form indicates
acce ce�tlys erilow._
�� yr/yl4 rut. �rtA'Jti P!►I D ; e , 3/z4/D j
Si 1g Official Si tare Date

Mar 31 09 09:11a Recil Wright
828 465 5878 p.1
The flow from this private pump station that serves "The Terraces", a fully built
out, older adult community, is already contributory to our sewer system.
Therefore, their new contribution to the Forney Creek WWTP and the sewer
system will be zero. This form is merely to permit their sewer pump station.

North Carolina Secretary of State Page 1 of 1
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Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Corporation Names
Name Name Type
NC THE CONSOLIDATED Legal
GROUP OF DENVER, LLC
Limited Liability Company Information
SOSID: 0374773
Status: Current -Active
Date Formed: 8/3/1995
Citizenship: Domestic
State of Inc.: NC
Duration: DEC 2045
Registered Agent
Agent Name: Dellinger, Gary
Registered Office Address: 8151 Webbs Road
Denver NC 28037
Registered Mailing 8151 Webbs Road
Address: Denver NC 28037
Principal Office Address: 8151 Webbs Rd
Denver NC 28037
Principal Mailing Address: 8151 Webbs Road
Denver NC 28037
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=5012333 • 4/6/2009

Central Files: APS SWP
04/14/09
Permit Number WQ0033951
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
30960
Facility
Facility Name
The Terraces Townhouses
Location Address
Owner
Permit Classification
individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
Consolidated Group of Denver LLC Non -Government
Dates/Events
Orig Issue App Received Draft Initiated
04/15/09 04/03/09
Scheduled
Issuance
Owner Affiliation
Gary Dellinger
8151 Webb Rd'
Denver
Public Notice Issue
NC 28037
Effective
04/15/09 04/15/09
Regulated Activities Re. ueste+/Received Events
Additional information requested
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional information received
Expiration
Waterbody Name
Stream Index Number Current Class Subbasin

Beverly Eaves Perdue, Governor
F��90 Dee Freeman, Secretary
Gy North Carolina Department of Environment and Natural Resources
r
=.i Coreen Sullins, Director
-c Division of Water Quality
May 13, 2009
Consolidated Group of Denver, LLC
7332 Kidville Road
Denver, North Carolina 28037
Attn: Gary Dellinger Managig Member
SUBJECT: The Terraces Townhouses
Permit No. WQ0033951
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on April 27, 2009. A full
review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail]. •
Si tcerely,
b-
2obert Krebs
• Surface Water Protection Regional Supervisor
Enclosure
Cc: Surface Water Protection Section Central Files (certification page only)
Recil Wright, Wright & Associates
Barry McKinnon, Lincoln County
One Pretreatment, Emergency Response and Collection Systems Unit Internet http:dh2o.enr.nc.state.uslndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

pprEi9 13: 39 7044938481 A ANI CAN
Fast Track Engineering Certification
S
Permit No, W00033951
February 12.2009
Owner/VW:ICS WWTPNVQCS PE
Gary Dellinger, Managing Member Barry McKinnon Re cil Wright
Consolidated Group of Denver, LLC Lincoln County Wright & Associates
7332 Kidville Road 115 West Main Street, 2'd Floor 4190 Hwy 18 South
Denver, NC 26037 Lineatriton, NC 28092 Newton, NC 28058
Complete and submit rat 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 es part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
i an tti i n n m i with — r t' s r
'a.
1-14(.1t. ki11114
This project shall not be considered complete nor allowed to operate until this Engirieer'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.
ENGINUR'S CERTM94TFOPI
0 Partial Fina
, bi- aftri , es a duly r gistered Professional Engineer in the State of North Carolina, having been
authorized to observe (perodcalty, 0 weekly, 0 full time) the construction of The Terraces Townhouses, a
Lincoln County project for the Permittee, hereby state that. to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit 15A NCAC 2T; the Division of Water Quality*S (Division) Gravity Sewer Minimum Design
Criteria adopted February 12,1996 as applicable: the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1,2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
eAttilerroi
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH RFQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Pennittee 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.

E 4VH AND 4VHX (EXPLOSION, PROOF) SUBMERSIBLE
ASTEWATER PUMPS ARE A HEAVY-DUTY 4" NON -CLOG
SERIES CAP. LE OF PASSING .A ]MILL 3" SPHE CAL SOLID..
Kilids from binding c
modified constanT
OperatiCM OVer cm even
curve o .:Caeseed. and .. :•",..x;
"fa tt
W
HIGH EFFICIENCY HYDRAULIC DESIGN CUTS P'U
COSTS AND EXTENDS LIFE OF FLUID END CO? `.PONF:NTS.
at Twig -vane: rounded
4 " Non --CA ra1.-.?r Pumps
os4orly Too ° : t ,mxo ton
MOTOR WILL DELIVER MANY YEARS OF
SERVICE
AVAIL LE WITH OPTIONAL UL APPROVAL FOR
USE IN CLASS I3 GROUP D EIXEARDOUS LOCATIONS
(4INTHX ONLY)).
W RE I:NN
in Class
T DIION
Pentair Water

POWER & CONTROL CORDS
SOOW, UL and CSA
approved oil -resistant cable.
BALL BEARINGS
Upper and lower ball
bearings support shalt
and rotor and take axial
and radial loads.
HEAVY 416
SST SHAFT
Corrosion resistant.
HIGH EFFICIENCY IMPELLER
2-vane with rounded ports.
(Optional single vane) Handles
3" solids. Pump -out vanes help
keep trash from seal; reduce
pressure at seal faces.
CABLE ENTRY SYSTEM
Provides double seal protection.
Cable jacket sealed by compression
grommet. Individual wires sealed
by epoxy potting.
HEAT SENSOR
Protects motor from burnout
due to excessive heat from cmy
overload condition. Automatically
resets when motor has cooled.
MOTOR STATOR
Heat shrunk into housing for
perfect alignment and best heat
transfer. Oil -filled motor conducts
heat and lubricates bearings.
SHAFT SEALS
Double tandem mechanical
shaft seats protect motor. Oil -
filled seal chamber provides
continuous lubrications.
SEAL LEAK PROBES
Detect water in seal housing.
Activates warning light in
control panel. (Test resistor on
UL Listed models.)
SLEEVE BEARING
Takes radial shock load:
provides flame path. (UL
Listed pumps only.)
VOLUTE CASE
Modified constant velocity volute
handles 3" solids. 4" ANSI 125 lb.
flange.
BRASS WEAR RING
Prevents rust buildup and
reduces leakage and wear.
Replaceable to restore original
running clearances and
pump efficiencies.

E I
E 1 dimensions ram

.P R)
1750 RPM
TOTAL
HEAD
IN
rr
DI.A.
140
120
1 I 0
104
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10 30 111WINNOINIONINIMMIMIN*.-
40
NON CLOG WASTEWATER PUMP
' \11-424 RH X Speed' 1750 RPM
Disc haige: 4"
. Saticis 3"
recommetride.dG,:
within heavy dashed tioutldriry.
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10
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ILLAIAL 50 100 1 ,,O 200 250 ico 350 .400 41
ROW OM psiff , OW ffi,f!iff ttsuf Psaf ttfifif 41440»V12 ,
Pump performaratai is hasod en clear 4 i3 .0 spee;306 arraele ,it 6529 arel pump !lead reed ilyciriostitti effrooloy. Moor data based OP ,grc ambient temperature,
• Available Models
i
,
itr litiit r
Motor EittaChtibttta, 1
i
Explosi- 1 i
.,• •
4 4•111-250M4-03 MIt4X75004-703 ; 5 ,, 22X1 i. t
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Service
onStart Run FcI.
41,1451-1214213 1 KOHY2CM 4 723 2, t 2.2ict 'i 'it ' Fp i 'GT. ra wi r14
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f ,M-150,04-53 1, 4,3461450M4 6123 i 5 ; 9 I F:k3 40 2i. 7 3 ' 8 8
I 440470M48311 11410,751094, 7 ; ' .2(A), 3 ; 6,5, , 4,0 ,
; "1 55
41425144; 8.3 ; 924 ;i 4,2, 6,
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40147551443: ,. .47644X754,44-43 I 7 5 ; 489 3 ; 50 ! 00 i i 8_3 i loci 1 5343
4,4•475M4-53 1 ;f414X-054,443.53 (47 i 776, '1, 576 1; ' .7i ' '
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71,7:43/41 1 DC144-07,1 1 4371-44100,3144-433 101 t 31 49 48.3 12 i 3239 ; 701
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i 4371-0;00.44,4733 46;40950014 0-23 1' 19 2.7"07 3 69 97'8; ; 35 i 42 I 13 9 1. 79,7
1414441004,4-42 444441C44,74-49 79 i W1 ,, 3 1; 60 ; 88 1013318 13.9 I 793
`..4900.P2,043§979,99.384'421103;81P0439q...77 ' f 3 ,„,,,
I 272' 1141i4O44-03 4V61X I 50M4,753 i , -,,,,, 6 4 . 794 94.0
1,1\44050M4-23 i 4,4"1-4X 1 562M4223 15 ;' i 50 236 52 ; fr9 ; 10..4 i 30,4 94.0
549147, 5044 -43 1 44'1446767673414-43 ; r. 460 i co 1 8i,s 1 2625.4 97t 0
1.4Vt377,324445ar4320130t7,171.7,53.„ „1,', 5:Th, 9 ',.
i 94 ' 21
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404200M4-53J ; 25; 541;715),
3 91 7 i IT 23 29,4. ; 711.41 9.4.9
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22227 ..... ..„. ...
Motor Efficiencies mut Power Factor
;
Motor Eft canny fa, Power Factor 6/8
1 i 7iireeice I° ; giirvice 1 !
Factor i MKS 1 75%, 1 5012,, ! Factor t 100% , 75% 503,9
IT ....13,..F99407. 0 „„„„ Lgact3„4.„..0.0.A.4".409.00. „ii,22KR .I.. .RRAFt.„ i k 901.1 t FF 40 Lk:Pk
72 73 7975 ; 6;4 ; 82 80 9(2 ; 001;
4 67 5 81.5 80 25.5 eVe
723 3 5L7 3,0 E 77 ; 70 5 ; 373 ; 805 ; 75.5 67
78 5 t 79 ; '1 1 1 t,1
41"4 , ; ',7;;;3 59
Coda iKtaricice
2..1„0110T.I..4-424042
',V- +Wm wm nm ery
4t,
2
1.2

RUM, °- Pump .shrill bee Myers Model Number Non -Clog Subm r`slb! Pump with 2-vane enclosed
Impeller* Ail openings in pump libeller and volute case shall be large enough to pass a 3' diameter sphere
Discharge flange shall be our tarrar-laard. tVl-fX pump and motor assembly shall be UL fisted for Chisel,
Group D explosion -proof service,
OPERATKQ CQNPITIONS - Pump shall haave a capacity of .._ GPM at as total heat of feet and shall
use a ,Haw HP motor operating at RPM,
mown,- Pump motor shall be of the sealed submersible type rated HP at
shall be for three phase, 200 veils q 3 volts , 460 volts ....__... .err 5't t v
NFIUtA B type.
Stator winding shall be cif the open type with Class fir irasratatie'an good tor 1B[)°Ct (3 6°F) rnaxir urn operate
temperature. Winding housing shall be filled with a clean lrigls dielectric oil that lubricates beaa in.
transfers heat from windings and rotor to outer shell. Air -filled motors that do not have the superio
capabilities of oil -filled motors shall not be considered equal.
Motor shall have two heavy-duty ball bearings to support pump shaft and take radial and thrust loads and a sleeve
guide hushing directly above the lower seal to take radial loan; rand act as flame path tor seal chamber, E7all bearings
shag be designed for 50,000 hours E3 10 lifer Stator shall be heat shrunk into motor housing.
A heat sensor thermostat shall be attached to and imbedded in the winding and be connected. '=,ra soar=.r s vvaith the
motor starter contactor coil to stop motor it temperature of winding is more than 120 L (248,12) hermostat to reset
automatically when motor cools to safe operating temperature Three heat sensors to be used on 3 phase motors. The
common pump.. motor shaft shall be of 416 stainless steel.
$EAL$ - Motor shall be protected by two mechanical seais mounted in tandem with a seal chamber between the
seals, Seal chamber shall be oil filled to lubricate seal face and to trans rrrit heat from shaft to outer shell.
Seal face shall be carbon and ceramic and lapped to a flatness sit one light band. Lower seal .faces shall be
carbide (optional),
A double electrode shall be mounted in the seal chamher to detect a any
seal. Water in the chamber shall cause a red light to turn on at the con
shrill aol as a warming only, indicating service is required..
IMP:..LL R The imppelier shall be cast ductile iron, 2-vane, non -clog enclosed type. Vane inlet tips) shed be carefully
rounded to prevent stringy material from catching in vanes). Pump --out wane shall be used in front and batik chamber
impeller shall be dynamically balanced, impeller shall be driven by stainless steel shaft key and impeller lit lcf ire p .coca
with lock screw and washer.
impeller and motor shall iitt off case as a unit without disturbing discharge piping,
impeller neck shall run in bronze wear ring that i pressed into volute case.
RIJANP_GASE - The volute case shall be cast irary arad have a Banged center line discharge. Discharge f1eng
4' standard with bolt holes straddling center line, A bronze wear ring :hall be pressed into case for guiding rraapeller
neck and to prevent corrosion freeze-up, Wear ring shall be held from rotating by locking it h stainless steel set screw
in end of ring.
PUMP AND Wig_ G $TINrG - All castings shall be of high tensller cast irrcarr and shall be treated with phosphate and
chromate rinse. All fasteners shall be 302 stainless steel.
60 Hertz. Motor
Motor shall be
entering the chamber through the lower
v, .Ears signal shall not stop motor but
- Upper motor bearing cap shall bee, a separate casting for easy nnou tiro p <artrt re f Bearer rr,r rat.
>'QwER CA$.( -I S. - power cord and control cord shall be double sealed, T.1e power and control conductor sha:rll
be single strand seated with epoxy potting compound and then clamped in piece with rubber seal bushing to seat
outer "jacket against leakage and to provide for strain pull. Cords shall withstand a pull of 300 pounds to meet UL_
r°erlr.rirements,
insulation ot power and control cords shall be type BOOM Both control and power cords shall have a core rt sac"rrci
around conductor that attaches to motor frame,
K3376 01/09
Printed in 0 S.4
i. OSl 4..4805 1 60
Pentair Wa
i; 5 9r 4s,_2553

Curve
Plotted Curves for Pressure Pipe
Project Description
Project File
Worksheet
Flow Element
Method
Salve For
gate114-t101 d
h
Pressure Pipe
Hazen -Williams Formula
Pressure at1
Constant Data
Pressure at 2
Elevation at 1
Elevation at 2
Length
Diameter
l).0 feet H2O
861,50 ft
894.©0 ft
500.00 ft
4,00 in
ntscre
2
Input Data
Mini
incre
Discharge 0.0
C Coefficient 1009
55.0
50.0
1-6 45.0
300
6.0
0422/09
11:09:53 AM
20.0
40.0
2t 0,0
vs Disc
50,0 gal/min
10.0
e varying C Coefficient
60_0 80.0 100.0 120.E 140,0 160.0 180.0 200,0
Discharge (gal/min)
Ha€sstad Methods, fnc, 37 Brookside Road Waterbury, CT 06708 [phone]
A
a
FlowMaster v5,15
Page 1 of 1

NCDENR
4100 HSOHYr'AY 16 SOUTH
NEWTON, MC Z065a
(dam 406-Z206 OFFICE
(0.2 406-$8Th FAX
TO: Mooresville Region
Surface Water Protection
WE ARE SENDING YOU
THE FOLLOWING ITEM
SHOP DRAWINGS
PRINTS
PLANS
SAMPLES
X SPECIFICATION
COPY OF LETTER
COPY OF MAP
CHANGE ORDER
TRANSMITTAL STATEMENT
DATE:
PROJECT NO.
ATTENTION:
4/231203
143-001
Dee
X ATTACHED UNDER SEPARATE
COVER
X OTHER SEE BELOW
Per WQ0033951
-tl Sewer Pla
Inver, NC
Enr +eer's Gert fi
THESE ARE TRANSMITTED AS BELOW:
X FOR APPROVAL
REMARKS:
FOR YOUR USE
AS REQUESTED
FOR REVIEW
SIGNED: Recil
COPIES File
FOR. SIGNATURES
APPROVED AS NOTED
RETURNED FOR CORRECTION
FOR BIDS
0
k

6 Scratch • Newton, NC 286.58 • (828) 4 a5 20' • NIX . (g28) . 65- 878
April 21, 2009
NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Subject: Terraces
Sewer System
Permit No. WQ0033951
Gentlemen:
The subject permit covered 1,593 feet of gravity sewer but there are actually approximately 2,516 feet
were identified. The 1,593 feet was installed in the second phase. it is not dear if the first phase was
permitted . If not, the permit should be modified to include a total of 2,516 feet of gravity.
Attached is the final certification.
Please let me know how this should be handled to modify the permit.
Sincerely,
Recil H. 'Wright, PE
Attachment: Fast Track Engineering Certificate
G,ATerracesA143 001\ DoctiroentAtranmittal of fast track certificat n.docx