WQ0029339_Regional Office Historical File Pre 2018 (2)

rc4
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 3, 2005
Mr. Dwight Sherrill, Manager
The Denver Group, LLC
PO Box 713.
Denver, North Carolina 28037
Subject: Permit No. WQ0029339
The Villages at Cowans Ford, Phase 2
Wastewater Collection System Extension
the Denver.GFoup, LLC
Lincoln County,.North Carolina
Dear Mr. Sherrill:
In accordance with your application received on September 8, 2005, we are forwarding herewith
Permit'No. WQ0029339, dated October 3, 2005, to The Denver Group, LLC for the construction only of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be•subjectto the conditions and limitations -as specified therein. This
cover ietter-shall'be considered a part ofthis permit and is therefore incorporated therein by reference.
.Please .pay .particular .attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted ,June 1, 2000, as
applicable, unless specifically ;mentioned herein. Division approval is based on acceptance of .the
certification provided "by a -North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in .accordance with North Carolina General
Statute §143-215.6A 'through §143215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the Iicensing
board.
Mooresville Regional Office 610 East Censer Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50°% Recycledll0°% Post Consumer Paper
It�o�tCarolina
,Naturally

Mr. Sherrill
Page 2
October 3, 2005
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 Denver Group, LLC for the construction of approximately 3,294 linear feet of 8-inch
gravity sewer as part of The Villages at Cowans Ford IV, Phase 2 project, and the discharge of 0
gallons of wastewater into the'Lincoln County existing sewerage system, pursuant to the application
received September 8, 2005, 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 sewageand wastewater collected by this system shall be treated in the Lincoln County
WWTP (Forney Creek NPDES No. NC0074012) 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: Lincoln County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0074012)
Mitchell Latham, Latham -Walters Engineering, Inc.
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
Pemmiftee 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 al! 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. Amap 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 §143-215.1 C.
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 formai 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 tothe address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track .Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through .§143 215.6C.
9. In the event that the wastewater collection facilities fail to perform 'satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those .as may be required by this Division, such as .the construction of additional or replacement
facilities.
10. The issuance of this .permit shall not exempt the Permittee from complying with any and all
statutes, 'rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 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 1 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 11 of Form CS-SSO (or the most
current Division approved foram) can also be completed to show that the SSO was beyond
control.
Permit issued this the 3rd day of October, 2005.
NORTH CAROLINA ENVIRONMENTAL'MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029339
3

•
•
Fast Track Engineering Certification
Permit No. WQ0029339
October 3, 2005
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
Changesto the project should be clearly identified on the record drawings or in written summary form. Permit
modificationsare required for anv,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 certificationbe sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
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 Villages at Cowans
Ford IV, Phase 2, 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 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 Pen-nittee 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.

TE OF NORTH CAROLINA
COUNTY OF Lincoln
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d.l) and entered into this 2 day of
May, 2005, by and between the North Carolina Environmental Management Commission, an agency of the
State of North Carolina, hereinafter known as the COMMISSION; and The Denver Grou LLC , a
corporation/general partnership registeredllicensed to do business in the State of North. Carolina, hereinafter..
known as the DEVELOPER.
WU NESSETH:
The DEVELOPER is the owner of the certain lands lying in a 5 _Liras
upon which it is erecting and will erect dwelling units and other improvemen
known
as The Villages at Cowans Ford IV- Phase 2
Development),
n
said devel
p
County,
ent to be
(hereinafter the
The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, andlor disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands,
The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal. System.
The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the ti.
Declaration, the The Villages at Cowans Ford IV - Phase .2
of filing of the
(hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law,
The DEVELOPER shall not: transfer ownership andlor control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association, The
FORM: DEV 02/03 Pace 1 of 2

t include a copy of the Association Bylaws and Declaration.
DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the
system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and
disposal system as a common element which will receive the highest priority for expenditures by the Association
except for Federal, State, and local taxes and insurance.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintained out of the common expenses. In order to assure that there shall be funds readily available to repair,
maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration
and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be
separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget.
In the event the common expense allocation and separate fund are not adequate for the construction, repair, and
maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments t
cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and
Bylaws shall provide that such special assessments can be made as necessary at any time.
Ha wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town,
village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve
the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future wastewate
of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as
much of the Disposal System and such necessary easements as the governmental unit may require as condition of
accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the
Association to enter into voluntary dissolution without having made adequate provision for the continued proper
maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association Bylaw5.
that the Association shall not enter into voluntary dissolution without first having transferred its said system and
facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the
issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit
issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the
Disposal System.
A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed and
in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association.
f WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the
rties hereto on the day and year written as indicated by each of the parties named below:
)R THE ENVIRONMENTAL
ANAGEMENT COMMISSION
D e�
Stan W. Klime P.E., Dir for
ivision of Water Quality
►ate)
The Denver Group, LLC
Name of DEVELOPER
Dwight Sherill, Manager
Print Name and Title
May 2, 2005
(Date)

SACK APPLICATION for GRAViTt SE4 iERS, PUMP STATIONS, AND FORCE AINS
PAGE 3
USE THE TAB KEY TO '"uOrE FROM FIELD P 0 FIEL
1. Owner:
1 a. The Denver Group, t_LC
Application Number r , �
(to be completed by DWQ) l
Full Legal Name (company, municipality, HOA, utility, etc.)
z lb. Dwight Sherrill, Manager
O Signing Official Name and Ti
Please review 15A NCAC 2H :02
(b) for authorized signing offic
Q lc. The legal entity who will own this system is.
0 Individual El Federal 0 Municipality 0 State/County © Private Partnership X Corporation 0 Other (specify):
ld. P.O. Box 713
O Street Address
LL
1 f_ North Caroli+r
Zr State
Q 1 h_ 828--244 -2t134
0
H
li. 704-895-8485
Telephone
2. Project (Facility) in rrnations
Facsimile
1e. Denver
City
lg. 28037
Zip Code
E-mail
2a. The Villages at Cowans Ford iV, Phase 2 2b Lincoln
Brief Project Narne (permit will refer to this name) County Where. Project is Located
3. Contact Person Dwight Sherrill
3a_ Mitch S Latham, PE, Latham -Walters Engineering, Inc_
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-895-8484
Phone Number
1. Project is x New © Modificat rsrt (of an ex
perms
)
3c. m51we99©bellsouth.net
E-mail
If Modification, PeitNo.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing fine size/iength, 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 Public0 (skip to Item 8(3)) X Private (go to Item 2(a))
2a. If private, applicant will be.
0l Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhornes, etc. - skip to Item 8(3))
X. Selling units (lots, townhomes, etc. - go to Item B(2b))
Lincoln County
...
Owner of Wastewater Treatrdtent Facili
4a. Forney Creek VVWTP
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction III)
X Homeowner Assoc./Developer (instruction IV)
astewater From This Project
4b, NC0074012
Name of WWVTF WWTF Permit No..
5a. Linen Count! 5b. $7 wit
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstre
$. The origin of this wastewater is (check all that apply):
X Residential Subdivision
DApartments/Condom norms
O Mobile Home Park
0 School
O Restaurant
0 Office
0 Car Wash
O Institution
Hospital
0 Church
O Nursing Horne
0 Other (specify): _
7. Volume of wastewater to be permitted in this project: 26,64© gallons per day
% Domestic/Commercial
% Industrial
% Other (specify):
8. If thepermitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected

Fi-
CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
9-
i
PAGE4
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(1)(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 .02190)(3).
74 Single Family Residential Lots
Flow = 74 Lots x 360 gpd/lot
26,640 gpd
' 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
r.
C 6
iW —1
Length (feet)
3294
I-- - _ - -- + - - -
Z
z
O ENTER TOTAL LINE LENGTH IN MILES - 0.624
- -Q 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
- --- J
Location ID - � -------^----�-------------- ;--_ - ---LL. Power Reliability Option
re (self chosen - as shown on ' Design Flow! Operational Point ' (1- dual line feed; 2- permanent generator w1ATS; 3-
O plans for cross-reference) — (MGD) —4_ GPM @ TDH _ portable generator wltelemetry; 4 wet well storage)
Gravity or Force Main
(use the pull down menu)
Gravity
- -- -+ -
rg ,
i
iW '
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
ai1 Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
x 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
:13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No x N/A
Sedimentation and Erosion Control Plan? x Yes ❑ No ❑ N/A
Stormwater? 11 Yes ❑ No x N/A

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
A
UT to Catawba River
Lincoln
Catawba
11-(112)
Ws-IV,CA
1
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
la.
Applicant's Certification:
1, Dwight Sherrill, attest that this application for The Villages at Cowans Ford IV, Phase 2 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 well as civil penalties up to
$25, o0q per violation.
Signing Signatu
Professional Engineers Certification:
1 attest that this application for The Villages at Cowans Ford 1V, Phase 2 has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all othersupporting documentation
to the best of my knowledge. 1 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 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 1 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.
2a. Mitch S. Latham, P.E.
Professional Engineer Name
2b. Latham -Walters Engineering, Inc.
Engineering Firm
2c. 16507-A Northcross Drive
Address
2d. Huntersville
City
2g. 704-895-8484 12h. 704-895-8485
1
Telephone j Facsimile
�2e. NC in28078
State I Zip
i2i. [e-mail]
E-mail
Seal, Signature & Date

COUNTY OF LINCOLN, NORTH CAROLINA
115 WEST MAIN STREET, 2NE, FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA 28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
September 1, 2005
Latham — Walters Engineering
16507-A Northcross Drive
HuntersvilIe, NC 28078
Subject: Sewer Availability in The Villages of Cowans Ford IV, Phase 2
Dear Mitch,
We, have reviewed the plans for The Villages of Cowans Ford IV, Phase 2. At this time there is
capacity in our sewer plant to accept the flows for these 74 additional homes. However, Pump Station
#10, which will receive these flows, is not adequate to handle them and will require an upgrade. This
problem with Pump Station #10 was originally noted when back in 2002. The estimated cost for the
upgrade at this time is $177,500. This includes new pumps, new controls and a new generator. It will
upgrade Pump Station 410 from 180 gpm to 400 gpm, a 220 gpm increase.
The projected sewer flows from The Villages of Cowans Ford 1V, Phases 1 & 2, Somerset, and the
proposed retail area in the plan add up to 111,960 gpd. This translates to 195 gpm peak flow. This
flow will use up 88% of the new capacity at Pump Station #10. We, therefore, expect the Denver
Group and their associates to cover 88% of the cost of the improvements on Pump Station #10. This
equates to $156,000.
Once we receive the payment, or work out some agreement, we will begin the process of making the
needed improvements to Pump Station #10. We would agree to allow the sewer infrastructure
construction to begin on Cowans Ford 1V, Phase 2 once these details are worked out. However, the
flows from this subdivision will not be accepted until the improvements to Pump Station #10 are
completed.
Please feel free to call if you have any questions or would like to discuss this further.
c. Steve Gilbert
File Copy

Permit Number WQ0029339
Central Files: APS� SWP__�
10103/05
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
0
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
The Villages at Cowans Ford IV, Phase 2
Location Address
Owner
MajorlMinor Region
Minor 'Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
The Denver Group LLC Non-Govemment
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
09/08/05
Owner Affiliation
Dwight Sherrill
PO Box 713
Denver NC 28037
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class 5ubbasin

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COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET. 2NE FLOOR CITIZENS CENTER, LWCOLNTON. NORTH CAROLINA 28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
September 1, 2005
Latham — Walters Engineering
16507-A Northcross Drive
Huntersville, NC 28078
Subject: Sewer Availability in The Villages of Cowans Ford IV, Phase 2
Dear Mitch,
We, have reviewed the plans for The Villages of Cowans Ford IV, Phase 2. At this time there is
capacity in our sewer plant to accept the flows for these 74 additional homes. However, Pump Station
# 10, which will receive these flows, is not adequate to handle them and will require an upgrade. This
problem with Pump Station #10 was originally noted when back in 2002. The estimated cost for the
upgrade at this time is $177,500. This includes new pumps, new controls and a new generator. It will
upgrade Pump Station #10 from 180 gpm to 400 gpm, a 220 gpm. increase.
The projected sewer flows from The Villages of Cowans Ford IV, Phases 1 & 2, Somerset, and the
proposed retail area in the plan add up to 111,960 gpd. This translates to 195 gpm peak flow. This
flow will use up 88% of the new capacity at Pump Station #10. We, therefore, expect the Denver
Group and their associates to cover 88% of the cost of the improvements on Pump Station #10. This
equates to $156,000.
Once we receive the payment, or work out some agreement, we will begin the process of making the
needed improvements to Pump Station 1110. We would agree to allow the sewer infrastructure
construction to begin on Cowans Ford IV, Phase 2 once these details are worked out. However, the
flows from this subdivision will not be accepted until the improvements to Pump Station #10 are
completed.
Please feel free to call if you have any questions or would like to discuss this further.
c. Steve Gilbert
File Copy