WQ0020841_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
Ross Jr_, Secretary
North Carolina Dtmartment of Environment till(' Natural .Resources
Coleen Sullins, Director
Dtvision ol Water Quality
August 28, 2008
Mr, John Ray Campbell, Mayor
Town of Harmony
PO Box 118
Harmony, NC 28634
Subject Permit No, WQ0020841 Modification
Harmony Sewer Collection System
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr. Campbell,
In accordance with your complete application received on August 18, 2008, we are forwarding
herewith Permit No. WQ0020841, dated August 28, 2008, to the Town of Harmony 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of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein,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.
NonfthCarolioa
Aaturally
Mooresville Regional Office 610 .Last Center ,,A,ve,„ Sure 301 Mc.)oresville, NC 28115
Internet: www,ncmwaterq.uality.org Customer Service, 1-877-623-6748
An Equal' Opportunity/Affirmative Action Employer 50% Recycled/10°,4 Post Consumer Paper
Phone: [phone] Fax; [phone]

Mr Campbell
Page 2
AuguV 28_2008
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 Town of Harmony for the construction and operation of approximately 2,902 linear feet
of 3-inch force main, 12,561 linear feet of 4-inch force main, 11,895 linear feet of 6-inch force main,
39,850 linear feet of 8-inch gravity sewer, 2 (two) 150 gpm pump station (with duplex pumps, on -site
audible and visual high water alarms and permanent generator), 2(two) 50 gpm pump station (with
duplex pumps, on -site audible and visual high water alarms and permanent generator), 2(two)125 gpm
pump station (with duplex pumps, on -site audible and visual high water alarms and permanent
generator), 1(one) 250 gpm pump station (with duplex pumps, on -site audible and visual high water
alarms and permanent generator and the discharge of 0 gallons per day of collected domestic
wastewater into the Town of Harmony existing sewerage system 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 Town of Harmony
IMATTP (NPDES No. NC0087033) prior to being discharged into the receiving stream
The VVVVTP associated with this facility has not been constructed. MRO recognizes that efforts
are in progress to begin construction of the facility. However, issuance of this collection system
construction only permit does not guarantee issuance of a permit to operate the wastewater treatment
facility.
Requests for permit modifications to place a sewer into operation are required and will be
evaluated on an individual basis in the order received. Approval will be based on a review of the
downstream sewer and receiving plant capacity. Construction of this permitted system is at the
Permittee's own risk and the Permitee shall be held accountable per G,S. 143-215.67(a) should
compliance issues arise.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the Town of Harmony. Harmony must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits.
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 1508 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 addition I information concerning tl i matter; please contact Dee Browder t (704)
66-1699,
Sincerely;
for Coleen . Sullins
cc: Mooresville Regional Office, Collection System Per II
Benjamin Thomas, West Consultants, PLLC
Surface Water Protection Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
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,
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.
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
h.
Inspection and maintenance records shall be maintained for a period of at least three years.
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

zk 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.

lir 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.
12, This permit shall be for the construction of the wastewater collection facilities only. No flow
shall be made tributary to the subject facilities until a permit modification application is submitted
(with the appropriate fee), a modified permit is issued, and the Engineer's Certification is
received and approved by the Division, Issuance of this Construction only (No flow/0 flow)
permit does not prioritize or obligate the Division to guarantee future issuance of a sewer
extension permit modification,
13. Pump and haul permit requests will not be considered for this collection system permit. in
accordance with 15A NCAC 2T .0204, Pump and Haul permits are not acceptable long-term
domestic wastewater treatment alternatives. Delays in permitting or construction of additional
capacity at the receiving VVVVTP do not constitute an environmental emergency or an
unavoidable delay in construction of systems previously permitted under this Section. The
decision to apply for a No Flow/0 Flow permit is the decision of the applicant and affiliated
parties. The applicant should be aware that the existing WWTP must supply a current
FTSE_10/07 Form and receive a sewer extension permit approval prior to wastewater flow
becoming tributary,
14. Issuance of a Construction Only/No Flow sewer extension permit does not prioritize, or obligate
the Division to issue an NPDES permit request for construction of the wastewater treatment
facility, NPDES permitting final decisions can only be made after the Division receives and
evaluates a formal permit application for the proposed discharge. In accordance with the North
Carolina General Statutes, the practicable wastewater treatment and disposal alternative with
the least adverse impact on the environment is required to be implemented,
Permit issued this the 28th day of August, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0020841 Modification
3

Fast Track Engineering Certification
Permit No, WQ0020841 Modification
August 28, 2008
Owner/WQCSNVVVTP
John Campbell, Mayor
Town of Harmony
PO Box 118
Harmony, NC 28634
PE
Benjamin Thomas
West Consultants, PUG
405 Sterling Street
Morganton, NC 28655
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
7 Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (E] periodically, Li weekly, Ell full time) the construction of Harmony Sewer Collection System,
a Catawba 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 2.1- 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
©wnerlPermtttee:
la. Town of Harmony
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. John Ray Campbell, Mayor
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b
The legal entity who will own this system is:
Individual ❑ Federal Municipality ❑ State
Application Number:
(to be completed by DWQ
horized signing
ounty ❑ Private Partnership ❑ Corporation ❑ Othe
d 1d. P.O, Box 118 le. Harmony
LL. Mailing Address
z
1 h.
NC
State
[phone]
Telephone
2. Project (Facility), Information:
2a, Harmony Sewer Collection System
Brief Project Name (permit will refer to this n
3 Contact Person:
3a. Benjamin B. Thomas, P.E., West Consultants, PLLC, Consulting Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, [phone] c. bthomas@west-consult
Phone Number E-mail
[phone]
Facsimile
City
1 g. 28634
specify):
Zip Code
harrnonync@yar
E-mail
2b. Iredell
ei,net
County
Project is ❑ New 4 Modification (of an existing permit
here Project is Located
nts.com
odification, Permit No.: WQ0020841
2, Owner is Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Private (go to Item 2(a))
2b. If sold, fa
ID Retaining Ownership (Le. store, church, single office, et
Leasing units (lots, townhomes, etc, - skip to Item B(3)
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
z 3 Town of Harmony
0 Owner of Wastewater Trea
4a. Town of Harmony WWTP
Name of WWTF
0
z
es owned by a (must choose one
or 0 Public Utility (Instruction C)
❑ Homeowner AssocJDeveloper (Instruction D)
y (WWTF) Treating Wastewater From This Project
4b. NC 0087033
a, n/a 15b. n/a Gravity
Owner of Downstream Sewer ;Receiving Sewer Size ❑ Force Main
B. The origin of this wastewater is (check all that apply):
® Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
School
Restaurant
Office
WWTF Permit No.
rife
Permit # of Downstream Sewer (Instruction E)
Retail (Stores, shopping centers)
❑ Institution
0 Hospital
Church
Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 70,6
`Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No,
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify);
gallons per day
ETA 12/07 ver2

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 line or pump station sizing if a reduced or zero flow is being requested in
Item 6(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).
See attached table
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
3"
4"
6"
Length (feet) New Gravity or Additional
Force Main
39,850 Gravity
2„902 Forcemain
12,561 Forcemain
11895 Forcemain
1, Summary of Pump Stations +v!` associated Force M s to be Permitted (attach additional sheets as necessary)
Pump Station Location ID #1A (self chosen - as shown on plans/map for reference
Design Flow
(MGD)
Operational Point
GPM @TDH
Q.671 250a@160'
Pump Station Location lD #2A
Design now Operational Point
(MGD)
Pu
0.028
p Station Location ID
GPM @TDH
15p@79'
126
am
Power Reliability Option
permanent generator wIATS; Force Main Size
2 - portable generator w!MTS
Force Main Length,
11,895
(self chosen - as shown on planslmap for reference)
Power Reliability Option
- permanent generator w/ATS; Force Main Size
2 - portable generator w(MTS
1 4"
Force Main Length
1,494
self chosen as shown on planslmap for refe
Design Flow Power Reliability Option
(MGD) Operational Point i permanent generator w!ATS; Force Main Size Force Main Length
GPM ETDH 2 - portable generator w!MTS
3" 734
0M04
50@28°
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 f "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 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
FTA l 2/07 ver2

urrrrn ry cf Pump Stations w/ associated Force Mains Continued:
Pump Station Location iD #2C
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH1 - permanent generator w/ATS;
2 - portable generator w/MTS
0.006 56@73 2
Pump Station Location ID #2D
Force Main Size Force Main Length;
2 s 186
chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 _permanent generator wtATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS g
0.009
125@125'
Pump Station Location ID #3A
2
4,200
_ (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS;
GPM @TDH 2 - portable generator wIMTS
0.026 - 125@150' 1
Pump Station Location ID #4A
Design Flow
(MGD)
Operational Point
GPM (TDH
0.015 150@170'
Force Main Size
Force Main Length
4,007
(self chosen - as shown on plans/map for reference)
Power Reliability Option
- permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Length
2,800
FTA i 2./07 ver2

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Yes [:-.] No CI NIA
Sedimentation arid Erosion Control Plan? Ei Yes EJ No LI N/A
Stormwater? D Yes L No NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, John Ray Campbell , attest that this application for Harmony Sewer Collection System
has been reviewed by me and is accurate and complete to the best ofmy 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 143-215,68, 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
. • ,* •ena/ties,pg $25, 000 per violation.
ning Official Sign
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T 0305
0
1, Beniamin 8„ Thomas , attest that this application for Harmony Sewer Collection System 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„ 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 other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215,68, 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,
2
Professional Engineer's Certification; (Signature of Design Engineer and Project Name)
2a. Benjamin Thomas, P.E.
Professional Engineer Name
2b, West Consultants, PLLC
Engineering Firm
2c, 405 S. Sterling Street
Mailing Address
2d. Morganton
City
2e. NC 2f. 28655
State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal, Signature & Date
'4 \A CARO
s 011:0 0
0 5
I:TAU 07_yer2

TOWN OF HARMONY SEWER SYSTEMN FLOW CALCUTION
...ESTABLISH T
HOUSE - 2 BEDROOM
HOUSE - 3 BEDROOM
HOUSE - 4 BEDROOM
'RESTAURANTS
CHURCHES
BUSINESSES
CAR WASH
'SERVICE STATION
REST HOME
ROCERY STORE
SCHOOL
#UNITS
147
29
8
70
200
119
2
2
50
10
400
UNIT TYPE
BEDROOM
BEDROOM
BEDROOM
SEAT
SEAT
EMPLOYEE
BA'(
FIXTURE
BED
1,000 SO. FT,
STUDENT
FLO
PE
I
UIT.)
35,280
10,440
3,840
2,800
600
2,9'75
2,400
500
6,000
1,000
4,800
70,635
240
360
40
40
3
25
1200
250
120
100
12
TOTAL

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: Town of Harmony
Project Name for which flow is being requested: Town -Wide Sanitary Sewer System
More than one FTSE- 10/07 may be required for a single project if the owner ©f the WWTP is not responsible fear all
pump stations along the route of the proposed wastewater flow,
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Harmony WWTP
b. WWTP Facility Permit #:NC0087033
All flows are in MGD
c, WWTP facility's permitted flow 0.080
d. Estimated obligated flow not yet tributary to the WWTP zero
WWTP facility's actual avg. flow zero
f. Total flow for this specific request 0,07i
g. Total actual and obligated flows to the facility
h. Percent ofpermitted flow used ee%
11. Complete this section for each pump station you are responsible for along the route ofthis
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
hv Fz. (.4 rniO b , certify that, to the best of my knowledge, the addition of the
volume of wastewatei 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 route 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 1 and 11 fo rich .1 am the responsible party. Signature of this form indicates
le, /V ZJ7I.

©RM WSCAS-I2/07
WATERSHED CLASSIFICATION ATTACHMENT
_FOR SEWER SYSTEMS
Applicant N tme
Town of Harmony
Project Name
Town -Wide Sanitary S€wae
Pro'eaeianal rt firea t
Benjamin B. Thomas, PE
En ireearIft Flrrtii N
est Consultants, PLLC
Location
ID
Name o^f Waterbod 1 Cou
Unnamed tributary of Iredell
Dutchman Cre k
Unnamed tributary of Long Iredell
River
fain
erbody Stream
Index No.
Yadkin
2-1©8-12
c
Watertaody
Classification
Yadkin
2-108-16-8
WS-III
unnamed, indicate "unnamed tributary to X", where X Is the named waterbody to which the unnamed tributary joins,
l certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM W"SCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of 1

A 1:24
O 1 MILES
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CONSULTANTS
July 30, 2008
=105 South Sterling Street, Mo gdnt4n
428 433 ` 661 "at.. 828 433 5662 h west.onti=r
Ms. Dee .Browder
PERCS Unit
NCDENR -- Div+ision of Water Quality
610 East Center Avenue
Mooresville, NC 28115-2578
RE: Town of Harmony Sewer Collection System
Modification to Permit No, WQ 0020841.
Dear Ms. Browder:
Please find enclosed two copies of Form "ETA 12/07"with accompanying information and a check for
$480 for the processing fee. The referenced project has not yet been constructed, We have made minor
design revisions to hopefully economize the system some, The modification form reflects the new totals
for each size of gravity sewer and forcem..ain. Power reliability has been increased such that only three
pump stations will share theportable generator. These three have design flows each below 15,000 GPD,
The design flow for the system as a whole is modified to be 70,635 GPD,
if you need any` more it lformation to process this modification, please let me know.
Since
WEST CONSUL 'ANT t C
Benjt 'iin B. Thomas, PE
kJ
Enclosure
cc: John Ray Campbell
C .fl

Cenlrat Files. APS, SWP
08/28/018
Perrnit Number 0020841 Permit Tracking lip
Program Category
Non -discharge
Status Project Type
Active Major modifiatlon
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, Pressure Sewer 1,1? Individual
Extensions
Primary Reviewer
dee browder
Permitted Flow
92000
Facility
PermitContact Affiliation
Facility Name
Harmony Sewer Collection System
Location Address
One
lafort
Minor
Region
Moorsville
County
Iredell
Facility Contact Affiliation
PO Box 118;
Harmony
NC 28634
Owner Name
Town of Harmony
tes/Events
Ong issue App Received Draft Irtltl tad
02/15/02 08/13/08
Owner Type
Government - Municipal.
Owner Affiliation
tredu led
suence
PO Box 118
Harmony
Public Notice issue
NC 28634
Effective Expiration
08/28/08 08/28/08
Regulated Activities Received Evept
her
rtesturarf
Schad
Wastewater ct ilection
utfan NUL. L
Additional information requested
Additional information received
08/
08/18/08
wat rbody Name
Strearn index Nurriber
Current Class Subbaatn

TOWN OF HARMONY
SEWAGE ACCOUNT
P,O, BOX 118
HARMONY, NC 28634