WQ0029339_Regional Office Historical File Pre 2018

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Michael F. Easley, Governor
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r --- William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Dwight Sherrill, Manager
The Denver Group, LLC
PO Box 713
Denver, NC 28037
Dear Mr. Sherrill,
Alan W. Klimek, P.E. Director
Division of Water Quality
October 13, 2006
Subject: Permit No. WQ0029339 Modification
The Villages at Cowans Ford IV, Phase 2
The Denver Group, LLC
Wastewater Collection System
Lincoln County, North Carolina
In accordance with your application received on September 26, 2006, we are forwarding
herewith Permit No. WQ0029339, dated October 13, 2006, to The Denver Group, 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effective from the date of issuance until rescinded, shall supersede Permit No. WQ0029339 issued
October 3, 2005, 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 610 East Center Ave-, Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
/' Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer —50% Recycled/t0% Post Consumer Paper
Non`hCarO}ina
at:ira l/

Mr. Sherrill
Page 2
October 13, 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 Denver Group, LLC for the construction and operation of approximately 3,294 linear feet
of 8-inch gravity sewer and the discharge of 13,320 gallons per day of collected domestic wastewater
into the City of Statesville existing sewerage system, pursuant to the application received September
26, 2006, and 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 (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 150E 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.
1f you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (W\NTP Permit No. NC0074012)
Mitch Latham, Latham -Walters Engineering, Inc.
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 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 form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 13th day of October, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., C3'rector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029339 Modification
3

Fast Track Engineering Certification
Permit No. WQ0029339 Modification
October 13, 2006
Dwight Sherrill, Manager
PO Box 713
Denver, NC 28037
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial . ❑ 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 Villages at Cowans Ford IV,
Phase II, an 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.

K APPLICATION for G.
VITY SE
ERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner:
1a. The Denver Group, LLC
Application Number:
(to be completed by DWQ)
PACE 3
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Dwight Sherrill, Manager
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 Federal ❑ Municipality 0 State/County 0 Private Partnership X Corporation ❑ Other (specify):
1d. P.O. Box 713
Street Address
North Carolina
State
0
0
l h.
2.
828-244-2034 1L 704-895-8485
Telephone Facsimile
Project (Facility) Information:
2a, The Villages at Cowans Ford IV, Phase 2
Brief Project Name (permit will refer to this name)
3. Contact Person Dwight Sherrill
3a. Mitch S Latham, P,E., Latham -Walters Engineering, Inc.
1e. Deriver
City
1 g. 28037
Zip Code
1j.
E-mail
2b Lincoln
ounty Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-895-8484
Phone Number
1. Project is 0 New
Modification (of an existing permit)
3c. [e-mail],
E-mail
If Modification, Permit No.: WQ0029339
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 Public❑ (skip to Item B(3)) X Private (go to Item 2(a))
2a. If private, applican
❑ Retaining Ownership (Le. store, church, single office, etc.) or
Ej Leasing units (lots, townhomes, etc. - skip to Item B(3))
X Selling units (lots, townhomes, etc. - go to Item B(2b))
Lincoln County
Owner of Wastewater Treatment Facility (WWTF
4a. Forney Creek WWTP
Name of WWTF
Lincoln County
Owner of Downstream Sewer
The origin of this wastewater i
b, 8"
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction III)
X Homeowner Assoc./Developer (Instruction IV)
Treating Wastewater From This Project
4b. NC0074012
Receiving Sewer Size
heck all that apply):
X Residential Subdivision 0 Car Wash
❑Apartments/Condominiums ❑ Institution
❑ Mobile Home Park 0 Hospital
0 School ❑ Church
O Restaurant © Nursing Home
• Office 0 Other (specify):
WWTF Permit No.
WQ0010866
Permit Number of Downstream Sewer (if known
Volume of wastewater to be permitted in this project: 13,320 gallons per day
% Domestic/Commercial
% Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
O Flow has already been allocated in Permit No.

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
w
m
Z
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
37 Single Family Residential Lots
Flow = 37 Lots x 360 gpd/lot
= 13,320 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) ; Length (feet)
Z
0
U
Gravity or Force Main
(use the pull down menu)
Z ENTER TOTAL LINE LENGTH IN MILES
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
2 Location ID T Power Reliability Option
Q (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w1ATS; 3-
C Hplans for cross-reference) _ (MGD) GPM @ TDH portable generator w/teiemetry; 4-wet well storage)
LL 1
Z
H
2
re
w
a
m
L
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?
x Yes 0 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? 0 Yes ❑ No x N/A
Sedimentation and Erosion Control Plan? x Yes 0 No ❑ N/A
Stormwater? ❑ Yes ❑ No x N/A

Flip-
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 Name of
map for cross-reference) I Waterbody
A
UT to Catawba River
County
Lincoln
Waterbody Stream
River Basin Index
Catawba
Waterbody
Classification
11-(112)
Ws-IV,CA
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, 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 pats 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 retumed 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
$225, 000 per violation.
1a. /L - 4 =17�
Signing
Signat
2. Professional Engineer's Certification:
Date
i attest that this application for The Villages at Cowans Ford IV, Phase 2 has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. 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 l 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
I2c. 16507-A Northcross Drive
Address
2d. Huntersville 2e. NC '2f. 28078
City j State I Zip
2g. 704-895-8484 2h. 704-895-8485 li. [e-mail]
Telephone I Facsimile
�`att%VI La'CARO .
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E-mail Seal, Signature & Date

LATI-IAALTERS ENGINEERING, INC.
CIVIL ENGINEERING LAN© PLANNING SITE DEVELOPMENT
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, NC 28078
August 7, 2006
Ms. Dee Browder
NCDENR
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Re: Pump Station 10 Engineer's Certification for Permit No. WQ0010866 &
Permit Modification for The Villages at Cowans Ford, Phase 2 (Permit No. WQ0029339
Dear Dee:
We were granted a permit to construct the sewer for The Villages at Cowans Ford, Phase 2. 1-lowevrer, we
were permitted zero flow due to the need for upgrading the receiving purnp station 1.0. This upgrade was subse-
quently permitted and completed. No plans were prepared, because the upgrade consisted up replacing the pumps.
Attached is the certification. for the Pump Station 1€1 upgrade as well as a permit modification for The Vil-
lage at Cowans Ford, Phase 2 for the 46,f O gpd..
Please let me know if you have any questions regarding this request or require any additional information..
Thanks for your help with this matter.
Sincerely,
Latha r -"miters Engineering, Inc.
Mitch Latham, P.E.
PHONE: [phone]
[e-mail]
`AT
a A x OE 1j1hk„wm m,
AL
SEP 2 6 2OOQ..

The Denver Group LLC
Dates/Events
Orig Issue
10/03/05
App Received
10/12/06
Regulated Activities
Subdivision
• Wastewater collection
Outfall NULL
Central Files: APS SWP
10/13/06
Permit Number WQ0029339 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer B Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
13320
Facility
Facility Name
The Villages at Cowans Ford IV, Phase 2
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
Non -Government
Scheduled
Draft Initiated Issuance
Owner Affiliation
Dwight Sherrill
PO Box 713
Denver NC 28037
Public Notice Issue
Effective Expiration
e. uested!Received Events
Additional Information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasln

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA 28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
September 8, 2006
Latham -Walters Engineering
16507-A Northcross Drive
Huntersville, NC 28078
RE: The Villages of Cowans Ford, Phase 2 Subdivision Sewer Flow Acceptance Letter
Dear Mr. Latham,
This Ietter is in response to the request for flow acceptance received in September 2005. The
East Lincoln County Sewer District has available capacity at the Forney Creek Wastewater
Treatment Plant to treat this domestic wastewater. There is also capacity at Pump Station 10
with the completed pump upgrade. Cowans Ford Phase 2 Subdivision, consisting of 74
residential lots, has a projected flow using NCDENR wastewater flow guidelines, 360 gpd per
household, of 26,640 gpd. The ELSD expects the actual wastewater flow to be 13,320 gpd
based upon the current residential flows of 180 gpd in the East Lincoln Sewer District.
Due to the current demand within our system, and as we continue the process of permitting a
new wastewater treatment plant, we agree to accept flow from 37 homes, half of the projected
total flow. The accepted flow is 13,320 gpd using NCDENR numbers and 6,660 gpd based on
actual flows from ELSD. If this capacity is exhausted after twelve (12) months, the developer
can request an increased flow amount to the current flow letter. Lincoln County will review
your request based on conditions at that time.
For your state permits, the receiving sewer treatment facility will be the Forney Creek
WWTP, Permit # NC0074012. East Lincoln County Water and Sewer District is the
collector, Permit # WQCS00149.
If construction of this project is not started within two (2) years of the date of this approval,
the approval will be rescinded and a new request and approval will be required. Please notify
the ELSD in writing when construction of this project is initiated.
If you have any questions, please do not hesitate in calling me at [phone].
Utility Engineer