WQCSD0019_Regional Office Historical File Pre 2018 (2)

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Pump Station Inspection Checklist
Name /
I-
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Address
Housekeeping
Secure `/
Accessible ✓
Identification Signage (/
Inspection Schedul: Pi y Weekly
jl a a-4 / O f cl•
Wet Well — Floats
Free of debris
High water float f, la I f�. �l
Telemetry
Audio -Visual ��,
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SCADA
arm system tested for communications
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Tnspection Logs
No of Pumps 1
2
Operational 1
2 I/�f
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
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ortable`� Quick -connect Onsite
Gallons per hour usage rate
Automatic
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Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1 Y2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines.
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Pump Station Inspection Checklist
Name g 1 j
Address 0 Operational 1 �f
2�/
Capacity of each (gpm)
1
2
Runtime hour meter reading average
10
2
No of Pumps 1
2
Housekeeping
Secure
Accessible
Identification Signage r/ r , n s i��-�
Inspection Schedule Daily Weekly
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Wet Well - Floats
Free of debris +�
High water float r I L.4
Telemetry
uddio-Visual i/
S9D
Alarm system tested for communications
Emergency power COe"n�t
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
Quick -connect
per hour usage rate
Automatic
Onsit/

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address Jc,,,i he1.2-. 5+ (15e- (I tS)
api
Cover present - vent and cover above grade scre $c_
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present (/
Invert in good condition Size
Line free flowing and unrestricted
Excessive grease, roots, or sand
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2. Right of Way - location or name f outfall line
r s.0 �M R o y✓o
Accessible
Free of sinkholes or depress_
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)
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3 Name
Address
Pump Station Inspection Checklist
Da h V i'4c 1.1 1'
Housekeeping
Secure
Accessible
Identification SignageL�„,j
Inspection Schedul..
Wet Well — Floats
Free of debris i//'
High water float o_— p ,4 IL
Telemetry
Audio -Visual
SCADA
Alarm system tested for communications
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
Weekly
S' Qj�S/WK
11 0
No of Pumps
Operational
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
t rvd
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Gallons per hour usage rate
Automatic

Collection. System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1/4 %2 3 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Name L
Address
a- .2--
Pump Station Inspection Checklist
S 4,
Housekeeping/
Secure r/
Accessible ►/
Identification Signage
Inspection Schedule Daily Weekly
Wet Well — Floats
Free of debris
High water float f (A I )ec4
Telemetry
Audio-Visus1
SCADA
Alarm system tested for communications
Emergency power Generator
Fuel tank .ons per
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
No of Pumps 1 ✓�
2
Operational 1 �j
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1•
2
Onsite

Collection. System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
-5
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow <
Sinkholes and depressions L%
Good condition properly seated ✓�
Bypass structures or pipes present
Invert in good condition Size inches Pipe capaci
Line free flowing and unrestricted t%
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic L/
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)
1/2 3/4 diameter.

TOWN OF RICHFIELD, NORTH CAROLINA
AN ORDINANCE REGULATING USE OF SEWERS
AN ORDINANCE TO REGULATE, RESTRICT, AND LIMIT, IN THE INTEREST OF THE PUBLIC
HEALTH AND SAFETY, THE DEPOSIT OR DISCHARGE OF CERTAIN SUBSTANCES INTO ANY
SANITARY SEWER NOW MAINTAINED AND/OR OWNED BY OR WHICH MAY BECOME THE PROPERTY
OF THE TOWN OF RICHFIELD, INCLUDING PENALTIES FOR ORDINANCE VIOLATIONS, AND TO
PROVIDE FOR THE FAIR AND EQUITABLE DISTRIBUTION OF THE COSTS OF OPERATION OF THE
SANITARY SEWER SYSTEM.
BE IT ORDAINED BY THE TOWN BOARD OF THE TOWN OF RICHFIELD AS FOLLOWS:
Section 1: DEFINITIONS
1. Sanitary Sewer is a sewer intended to receive domestic sewage and
industrial waste, except that of the type expressly prohibited by this
ordinance, without the admixture of surface water and storm water.
2. Domestic Sewage is that liquid waste from bathrooms, toilet rooms,
kitchens, and home laundries.
3. Industrial Wastes are the liquid wastes, other than domestic sewage,
resulting from processes or operations employed in industrial esta-
blishments.
4. B.O.D. (Denoting Biochemical Oxygen Demand) shall mean the quantity of
oxygen utilized in the biochemical oxidation of organic matter under
standard laboratory procedure in 5 days at 20°C, expressed in milligrams
per liter by weight.
5. Properly Shredded Garbage shall mean the wastes from the preparation,
cooking, and dispensing of food that have been shredded to such degree that
all particles will be carried freely under the flow conditions normally
prevailing in public sewers, with no particle greater than 1/2 inch in any
dimension.
6. Suspended Solids shall mean solids that either float on the surface of, or
are in suspension in water, sewage, or other liquids, and that are
removable by laboratory filtering.
7. 0 shall mean the logarithm of the reciprocal of the hydrogen ion
concentration. A stabilized pH will be considered as a pH that does not
change beyond the specified limits when the waste is subjected to aeration.
A pH value indicates the degree of acidity or alkalinity.
8. Color is the "true color" due to the substances in solution expressed in
milligrams per liter.
9. Ammonia Nitrogen shall mean the quantity of ammonia in wastewater expressed
as milligrams of nitrogen per liter by weight.
10. Inflow: Water other than wastewater that enters a sanitary sewer system
including sewer service connections) from sources such as roof leaders,
cellar drains, yard drains, area drains, foundation drains, drains from
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springs and swampy areas, manhole covers,cross connections between storm
sewers and sanitary sewers, catch basins, cooling towers, storm waters,
surface runoff, street wash waters, or drainage.
11. Infiltration: Water other than domestic sewage and industrial wastes that
enters a sanitary sewer (including sewer service connections) from the
ground through such means as defective pipes, pipe joints, connections, or
manholes. Infiltration does not include, and is distinguished from,
inflow.
12. Interference: Inhibition or disruption of sanitary sewer and/or
wastewater treatment facilities receiving wastewater from sanitary sewers
operated by the Town that contributes to a violation of any requirements of
the treatment facility's discharge permit.
13. Pretreatment: The reduction of the amount of pollutants, the elimination
of pollutants, or the alteration of the nature of the pollutant properties
in wastewater to a less harmful state prior to or in lieu of discharging or
otherwise introducing such pollutants into a sanitary sewer.
14. Pretreatment Requirements: Any substantive or procedural requirement
related to pretreatment, imposed on an industrial user.
15. Person is any individual, firm, company, association, or corporation.
16. Town is the Town of Richfield, North Carolina.
17. Receiving Stream is that body of water, groundwater, stream, or watercourse
receiving the discharge waters from the waste treatment plant or formed by
the waters discharged from the waste treatment plant treating sewage
originating in the Town sewer system.
18. Shall is mandatory; may is permissive.
19. Milligrams Per Liter (mg/L) is the standard unit of measurement commonly
used in the Sewerage or Wastewater industry and is equivalent to parts per
million (ppm).
20. User Charge: A charge levied on users of sewage collection and treatment
works for the cost of operation and maintenance (including replacement) of
such works.
21. Town Board is the Town Board of the Town of Richfield or its designated
representative.
22. Reasonable Right of Access is the right granted to employees of the Town of
Richfield by private property owners allowing employees to enter onto
privately owned property for the purpose of maintaining wastewater
collection and treatment facilities either owned or controlled by the Town
of Richfield. Reasonable Right of Access allows employees of the Town only
freedom of movement on and access to such private property as is necessary
for those employees to move on or over in the course of performing
maintenance and does not include any right to enter into any building,
structure, or house.
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Section 2: CONTROL AND SUPERVISION
The sanitary sewer system of the Town of Richfield shall be under the general
control and supervision of the Town Board, and the system shall be regulated and
operated as the Town Board shall from time to time ordain and direct. The Town
Board shall appoint a qualified person to supervise the operation and regulation
of the system, under the direction of the Town Board, and such person appointed
shall be known as Superintendent.
Section 3: CONNECTIONS TO SEWER SYSTEM
1. Every person, group of persons, firm, or corporation owning a dwelling,
building or other structure that is used for human habitation or occupancy
within the Town of Richfield, situated on a lot or parcel of land that
abuts or adjoins a street or other public way, along which is located a
sanitary sewer, shall connect such dwelling or structure to the sewer
system of the Town of Richfield. In cases where a sanitary sewer is
constructed where none before existed, such connection must be made within
ninety (90) days of completion of such construction. Except, however, that
a connection shall not be required to the system unless the lot or parcel
of land on which the dwelling, building or structure is situated is
accessible within 200 feet of the sewer system. Except further that no
person shall be required to cross the private property of any other person
to make such connection. Where connections are required, all toilets,
sinks, and other plumbing fixtures shall be made to drain into the sanitary
sewer pursuant to Paragraph 3. of this Section. Properties that are not
accessible to the sewer system for the reason that they are more than 200
feet therefrom and/or separated from the sewer system by property under the
control of a different owner shall install facilities acceptable to and
approved by the Stanly County Health Department or any agency that may at
some time in the future assume the functions of the Stanly County Health
Department.
2. No person, firm, or corporation shall make any connection to the sanitary
sewer system nor use a connection made by a previous owner unless and until
a permit therefor has been issued by the Town of Richfield. Permits shall
be issued for connection only after the Superintendent has determined the
type of connection required, the type of waste to be placed in the system
and, if required by the Town, that an approved plumbing system has been
installed within the dwelling, building, or structure desiring such
connection.
3. Connections to the sanitary sewer system shall consist of a septic tank
into which drain all toilets, sinks, and other plumbing fixtures, (and,
where required by topographical constraints, a pump and controls and 2-inch
diameter or larger pump discharge line) and associated appurtenances, as
well as such piping as may be necessary to connect all toilets, sinks, and
other plumbing fixtures to the septic tank. The septic tank, pump,
controls, etc., shall be of a type approved by the Superintendent and shall
be installed in accordance with standards established by this Ordinance and
constructed in a manner approved by the Superintendent. The provision of
and cost of power used to operate the pump and controls shall be the
responsibility of the owner of the dwelling, building, or structure served
by the pump.
3

4. Any _ per. son., _firm, - or .corporation.. making ..connection to.. the - sanitary sewer
system as a --condition of receiving —sewer service must:
(a) Grant to the Town of Richfield Reasonable Right of Access as defined
in Section 1 of this Ordinance to the property on which the septic
tank, pump, pump controls, discharge piping, and related appurtenances
are located so as to facilitate maintenance of the septic tank, pump,
pump controls, discharge piping, and related appurtenances; and grant
to the Town of Richfield the right to maintain the septic tank, pump,
pump controls, discharge piping, and related appurtenances; and grant
to the Town the right to exchange the septic tank, pump, pump
controls, discharge piping, and related appurtenances for similar
facilities of comparable quality. In exchange for receiving the
Reasonable Right of Access and the right to maintain and exchange the
septic tank, pump, pump controls, discharge piping, and related
appurtenances, the Town of Richfield shall agree to maintain the pump,
pump controls, discharge piping, and related appurtenances provided
that the owner of the dwelling, building, or structure or his agent
utilizing these facilities complies with the provisions of this
Ordinance, including payment of User Charges; or
(b) If an owner of any dwelling, building, or structure or his agent does
not wish to grant to the Town the Reasonable Right of Access and the
right to maintain and exchange the facilities described in (a) above,
he may elect to make a sewer connection to the sewer system provided
that he agrees to comply with all provisions of this Ordinance except.
Section 3, Paragraph 4(a), and further provided that he agrees to, at
his own expense, maintain the septic tank, pump, pump controls,
discharge piping, and related appurtenances installed to serve the
dwelling, building, or structure under his ownership; that he agrees
to save and hold harmless the Town of Richfield from any damages
and/or costs caused by or related to improper design, installation, or
maintenance of such facilities; that he agrees to, if directed by the
Superintendent, install and maintain at his own expense facilities of
suitable design and construction for directly measuring the sewage
flow that is discharged from his premises into the Town's sewer
system; and that he agrees to pay in full the User Charges provided
for in this Ordinance, with no special consideration given to him on
the account of the Town's not maintaining the facilities associated
with his connection to the sewer system.
5. All connections to the sanitary sewer system shall be made by authorized
employees of the Town or contractors authorized by the Town in accordance
with the requirements of the North Carolina State Plumbing Code and with
the requirements established by this Ordinance and/or with such other
specifications for such connections that may be established by the Town
from time to time and in accordance with all applicable State and Federal
regulations. Provided that all electrical work associated with connections
to the sewer system shall be done by an electrician licensed to practice in
the State of North Carolina; provided that the Superintendent may authorize
plumbers licensed to perform plumbing work in the State of North Carolina
to make connections or parts of connections exclusive of the electrical
work associated with connections; and provided that the Superintendent may
authorize qualified private contractors to install the septic tank and
interceptor pump basins associated with sewer service connections.
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6. A connection charge shall be made . for each andevery connection to the
sanitary sewer, system, the -‘amount' of which shall be determined by the
Superintendent and approved by the Town Board. Such charge shall be based
on the actual cost to the Town of making such a connection. Except,
however, that no connection charge shall be made for connections
constructed as part of the wastewater collection and treatment system
construction program funded under the Environmental Protection Agency
Construction Grants Program.
7. Each separate dwelling, structure, or other building shall have a separate
connection to the system, except that apartments or other multiuse or
occupancy buildings may have one combined connection.
8. Whenever any service between any building or premise and the septic tank
serving that building or premise becomes clogged, broken, out of order, or
in any condition detrimental to the use of the sewer service, the owner,
agent, or occupant having charge of such building or premises shall be held
responsible for the immediate renewal or repair of said sewer service
necessary to maintain an uninterrupted sanitary disposal system. Renewal
or repair of sewer service lines between any building or premise and the
septic tank serving that building or premise shall be made at the expense
of the property owner, agent, or occupant. Whenever any repair work is
performed as required by this section, such work shall be performed only by
a licensed plumber authorized to perform such work by the Town of
Richfield.
9. Repair and maintenance of any service between the septic tank servicing any
building or premise and the sewer force main or gravity line serving the
building or dwelling shall be the responsibility of the Town of Richfield
except as provided in 4(b) above. Except, however, that if such repair is
found to be necessary because of a discharge to the sewer system in viola-
tion of any of the provisions of this Ordinance, the cost of making such
repairs shall be made at the expense of the owner or agent of the building
or premise. The owner or agent of any building or premise receiving sewer
service shall promptly notify the Superintendent or other employee of the
Town whenever he has reason to believe that any part of his sewer service
connection is in need of maintenance or repair.
10. Under no circumstances will the discharge of treated or untreated domestic
sewage or industrial wastes to the storm sewer of the Town or to any pond,
open ditch, stream, watercourse, or well penetrating waterbearing
formations be permitted within the jurisdiction of the Town, except that
uncontaminated cooling water may be discharged provided that such discharge
is constructed and operated within the laws of the State of North Carolina.
Privies and cesspools shall not be permitted within the corporate limits.
Septic tanks with drainfields shall be allowed only as provided for in Item
1 of this Section. Except, however, that where the Town Board decides that
it is not in the best interest of the Town to accept any particular
industrial waste into its sanitary sewer, such waste may be discharged
within the Town provided such discharge meets the requirements of the State
of North Carolina and of the Town Board.
11. Each person, group of persons, firm or corporation applying for sewer
service prior to the completion of the Town of Richfield, North Carolina
Sewer System Project shall within 100 days from the acceptance by Town of
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the sewer project have installed the remaining portion of the serv.ice,li.ne
and have said line connected to.the dwelling; building or other structure
so that the system shall be complete and functioning. In the event that
said person, group of persons, firm or corporation does not voluntarily
complete the sewer service line as provided in this paragraph within the
100 days provided, Town through its employees and designated agents shall
enter upon the premises and have the remaining portion of the sewer line
run and have said line connected to the property if a sewer use agreement
has been executed authorizing same. As a condition of making application
for connection to the sanitary sewer system Town shall require the
applicant to authorize Town to complete the connection of the applicant's
property to the sewer system and for Town to charge a fee for providing
said service.
Section 4: USAGE OF MUNICIPAL SANITARY SEWERS
1. No person shall discharge or deposit any of the following waste materials
into any Town sewer.
(a) Any liquid or vapor that has a temperature higher than 120°F or that
will cause the influent of the treatment works receiving the Town
waste to have a temperature higher than 104°F.
(b) Any water or waste that contains more than 100 milligrams per liter,
by weight, of fat, oil, or grease, exclusive of soap. Except,
however, that up to 500 milligrams per liter may be discharged by
Permit Authorization.
(c) Any gasoline, kerosene, naphtha, benzene, toluene, xylene, ethers,
alcohols, ketones, aldehydes, peroxides, chlorates, perchlorates,
bromates, carbides, hydrides, sulfides, and any other substance which
the Town, the State, or EPA has notified the User is a fire hazard in
the sanitary sewer system of the Town or in the sewage treatment
facilities receiving sewage from the Town.
(d) Any garbage that has not been properly shredded.
(e) Any grease, animal guts or tissues, paunch manure, bones, hair, hides
or fleshings, entrails, whole blood, feathers, ashes, cinders, sand,
spent lime, stone or marble dust, metal, glass, straw, shavings, grass
clippings, rags, spent grains, spent hops, waste paper, wood, plastic,
gas, tar, asphalt residues, residues from refining, or processing of
fuel or lubricating oil, mud, or glass grinding or polishing wastes,
or other solid or viscous substances capable of causing obstruction to
the flow in sewers or other interference with the proper operation of
the Town sewer system or at the sewage system receiving sewage from
the Town.
(f) Any waters or wastes having a stabilized pH lower than 5.5 or higher
than 9.0, or having any other corrosive property capable of causing
damage or hazard to structures, equipment, or personnel of the
sanitary sewer system of the Town or of the sewage system receiving
sewage from the Town.
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(g)
Any water or wastes having . a: Biochemical: Oxygen Demandin. excess ,of
300 milligrams per liter by weight. Excpet, however, that up to 500
milligrams per liter may be discharged by Permit Authorization.
(h) Any waters or wastes containing more than 300 milligrams per liter by
weight of suspended solids. Except that up to 500 milligrams per
liter may be discharged by Permit Authorization.
Any waters or wastes having an objectionable color that is not
removable in the existing sewage treatment plant processes.
Any waters or wastes containing a toxic or poisonous substance or any
other materials in sufficient quantity to injure or interfere with any
waste treatment process, or constituting a hazard to humans or
animals, or creating any hazard in the receiving stream at the sewage
treatment plant receiving the Town's sewage.
(k) Any waters or wastes containing suspended solids of such character and
quantity that unusual attention or expense is required to handle such
materials at the sewage treatment plant.
(1) Any noxious or malodorous gas or substance capable of creating a
public nuisance or a hazard to life or that is sufficient to prevent
entry into the sewer for maintenance or repair.
Any waters or wastes containing more than 200 milligrams per liter of
chlorides. Except, however, that up to 500 milligrams per liter may
be discharged by Permit Authorization.
(n) Any water from an inflow source. All new sewers and services shall be
designed and constructed to prevent such inflow sources. Any existing
sewer service that would allow the introduction of water from an
inflow source shall be reconstructed so as to remove the inflow
source.
(i)
(j)
(m)
(o) Any water or wastes having an ammonia concentration in excess of 25
milligrams per liter by weight when expressed as nitrogen.
Any pollutant, including oxygen demanding pollutants (BOD, etc.),
released in a discharge of such volume or strength as to cause
interference in the sanitary sewers or at the wastewater treatment
plant receiving sewage from the Town.
Any pollutant discharged except in compliance with Federal Standards
promulgated pursuant to the Clean Water Act of 1977, and any more
stringent standards established by the State of North Carolina, and/or
the Town of Richfield, or by the Superintendent.
2. Pretreatment Standards established by the Federal and State Governments
shall be considered to be the standards of the Town and an integral part of
this Ordinance unless more stringent limits are explicitly stated in this
Ordinance. Best Practicle Technology as defined by the U. S. Environmental
Protection Agency shall be employed by all industrial users discharging
incompatible or toxic polutants.
(p)
(q)
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3. No,.statement.:contained ..in this section shall be construed ,as preventing any
special -agreement or -•arrangement between the Town and any person whereby
pollutants of unusual strength or character such as BOD, COD, suspended
solids, nitrogen, oil, grease, and other oxygen demanding constituents may
be admitted into the sanitary sewers of the Town except that such
discharges shall not violate the provisions of Section 403.5 of the Federal
Water Pollution Control Act, as amended, nor shall any special agreement be
made that would violate the NPDES Permit held by the plant treating the
wastes produced by the Town.
4. Notice shall be given to the Superintendent whenever a change in the
industrial process of waste discharge is contemplated or when the normal
operation of the industry discharging industrial waste into the Town sewer
system will be interrupted for three (3) days or longer with no industrial
discharge.
Section 5: STRUCTURES REQUIRED
1. Residential dwellings and commercial and institutional establishments shall
have a septic tank, (and, where required by topographical constraints,
pump, pump controls, and discharge line) and related appurtenances
conforming to the standards established by this section of the Sewer Use
Ordinance.
2. Septic tanks shall be of watertight construction, structurally sound, and
not subject to excessive corrosion or decay. Septic tank liquid volumes.
shall be a minimum of 1,000 gallons for residences having up to four (4)
bedrooms. An additional 250 gallons of liquid volume shall be provided for
each additional bedroom. Commercial and institutional establishments shall
have septic tanks with a liquid volume of 1,000 gallons or greater if
needed to insure a level or reduction in solids, oils, and grease
comparable to that achieved by properly designed septic tanks treating
residential sewage. Multiple septic tanks may be used if necessary.
Septic tanks shall provide for minimum liquid depth of 48 inches. The
length of the septic tank shall be not less than twice the width of the
septic tank and not greater than three times the width of the septic tank.
The inlet of the septic tank shall be a straight pipe. The outlet of the
septic tank shall be a sanitary tee extending down two -fifths of the liquid
depth. In lieu of a sanitary tee, a solid baffle around a straight outlet
pipe may be used provided that the baffle is made of durable, noncorrosive
materials and extends downward two -fifths of the liquid depth. A minimum
elevation of 2 inches shall be maintained between the invert of the inlet
pipe and the invert of the outlet pipe, with the inlet pipe having the
higher elevation. Septic tanks shall be constructed with a solid partition
constructed of suitable material running the full width of the septic tank
and extending down two fifths of the liquid depth. This partition shall be
located near the outlet end of the tank at approximately two-thirds of the
length of the tank. Inspection covers shall be provided over the inlet and
outlets of the tank. An access manhole having a minimum diameter of 18
inches or, if rectangular in configuration, a minimum dimension of 18
inches x 18 inches shall be provided. Covers for manholes and inspection
covers shall be watertight and weigh not more than 150 pounds. A minimum
of 9 inches freeboard shall be provided between the liquid level of the
septic tank and the roof of the septic tank. The septic tank shall be con-
-8-

structed in a manner that will allowit to withstandany and all stresses
to which it .can reasonably be expected to be subjected.
3. Pumps and pump controls for use with residential dwellings shall be of the
type and model specified by the Superintendent except that where a property
owner elects to follow the procedures outlined in Section 3, Paragraph 4(b)
of this Ordinance, the choice of pump rests with the property owner
provided that it is subject to approval by the Superintendent. A single
pump may be used to serve up to two single family dwellings. Commercial
and institutional establishments having a maximum expected daily wastewater
flow of less than 200 gallons may use a single pump. Where more than two
single family dwellings or more than 200 gallons of wastewater flow per day
are expected, a minimum of two pumps shall be installed. Multiple pump
installations shall be designed so that pumps will run alternatively and so
that if one pump for any reason does not operate, the other pump(s) will
remain in service.
4. Pumps and float switches for residential dwellings shall be installed in
pump basins. Pump basins shall be designed to accept the pump and pump
mounting system, shall have a sealing metal cover with access plates of
suitable size, shall have suitable gas tight fittings to accept underground
feed of power and control wiring, shall be of watertight construction, and
shall have sufficient anchoring weight to resist the buoyant uplift of zero
groundwater depth. Anchoring rings and concrete encasement shall be
employed if required. Openings of correct sizes and location shall be
constructed into the basin during fabrication. Hubs and couplings shall be
provided as needed for watertight installation. The basin shall be
constructed of fiberglass or precast concrete. The pump basin shall be
placed on a level bed of sand or crushed stone a minimum of 8 inches thick.
All joints between pipe and pump basin wall shall be made watertight using
hub adaptor, rubber gasketed wall sleeves, or other methods that may be
approved by the Superintendent. The pump basins shall have a minimum
inside dimension of 33 inches and a minimum depth of 52 inches and have a
greater depth if required by the Superintendent. If constructed of
reinforced concrete, the pump basins shall have a wall thickness of 3
inches minimum and minimum reinforcement of 6 inches x 6 inches, 10 gauge
woven wire mesh with a minimum cover of 1 inch.
5. Pump controls and wiring for residential connections shall be installed in
accordance with the specifications contained in Appendix A of this
Ordinance. All wiring and other electrical work shall be installed by an
electrician licensed to perform such work in North Carolina. The
Superintendent shall approve the installation and equipment prior to
allowing a residential sewer connection.
6. Discharge piping and appurtenances used in residential sewer services shall
conform to the specifications contained in Appendix B of this Ordinance and
shall be approved by the Superintendent prior to their being covered with
earth and connected with the sewage collection system.
7. Industrial waste dischargers shall install and maintain facilities capable
of reducing suspended solids and oil and grease to a level comparable to
that that found in typical residential septic tank effluent prior to
discharging wastes into the sewer system. If directed by the
Superintendent, industrial waste dischargers shall also install facilities
-9-

that allow the industrial waste discharge to be discharged uniformly over
a 24-hour period and/or that allow for the continuous and/or intermittent
sampling of industrial waste flows. Where in the opinion of the
Superintendent industrial waste flows can be served by a sewer service
connection comparable to that used for residential dwellings, the Town
shall take responsibility for the maintenance of the connection provided
that the conditions specified in Section 3, Item 4(a) are met by the
industrial user.
Section 6: PERMITS
1. Any person desiring to deposit or discharge, or who is now depositing or
discharging any industrial waste into the sanitary sewers, shall make
application for the disposal of industrial waste to the Superintendent.
The Superintendent shall approve such applications only when evidence is
submitted by the applicant that the discharge into the sanitary sewer will
comply with all of the regulations of this Ordinance. Such permit may be
for five (5) years' duration, and, at the end of the permit period, an
application must be made to reissue the permit.
2. Should any person fail to secure a permit or fail to have his application
approved or is subsequently found to be exceeding the limits set forth in
his permit, the Superintendent may direct upon twenty-four (24) hour
notice, if such person is using Town water, such a person's connection with
the Town water system be disconnected, and the same will only be
reconnected at such owner's expense and if such person, after twenty-four
(24) hour notice, shall have his connection with the Town sewer system
severed, such services will only be restored at such person's expense.
3. In situations where an actual or threatened discharge from any person
presents or may present an imminent or substantial endangerment to the
health or welfare of persons, to the environment, or where such a discharge
could cause interference, as defined in this Ordinance, with the Town's
sanitary sewers or the wastewater treatment plant receiving the Town's
sewage, the Superintendent may immediately disconnect such a person's
connection with the Town water system or take other measures sufficient to
prevent the discharge from occurring or continuing to occur. Water and
sewer service shall be restored to such person only after the causes of the
service discontinuation have been eliminated and will only be restored at
such person's expense.
Section 7: OUTSIDE CONNECTIONS
Any person owning or controlling premises located beyond the corporate limits of
the Town of Richfield and desiring to install a plumbing system for the purpose
of discharging domestic sewage and/or industrial waste into the sanitary sewers
of the Town of Richfield may do so by complying with the requirements of this
Ordinance.
Section 8: POWERS AND AUTHORITY FOR INSPECTION
1. The Superintendent and other employees of Town, and Town's agents bearing
proper credentials and identification, shall be permitted to enter upon all
properties from which industrial wastes are discharged for the purpose of
inspection, observation, measurement, sampling, and testing, in accordance
- 10 -

with the provisions of •this •Ordinance. .." Nothing in this., Ordinance shall be
construed to relieve any person from -liability in the event that the
representative(s) of the Town is injured, involved in a mishap, etc., while
performing such inspections, observations, measurements, sampling, and
testing.
2. Authority is hereby granted to the Superintendent to temporarily exclude
any industrial waste, whether pretreated or not, from the sanitary sewers
whenever, in the opinion of the Superintendent, such action is necessary
for the purpose of determining the effects of such wastes upon the sewage
system and sewage treatment plant or for the purpose of preventing
detrimental effects to said system and plant or to the receiving stream.
3. The Superintendent and other employees of the Town, and Town's agents
bearing proper credentials and identification, shall be permitted to enter
upon properties on which are located septic tanks, pumps, pump controls,
discharge lines and appurtenances for purposes of maintaining those
facilities. The Superintendent and other employees of Town and Town's
agents shall endeavor to undertake such maintenance work during normal
business hours except in cases of emergency. Except, however, that the
Superintendent and other employees of the Town are not authorized by this
Ordinance to enter properties on which are located septic tanks, pumps,
pump controls, discharge lines, and appurtenances that have been installed
under the provisions of Section 3, Paragraph 4(b) of this Ordinance.
Section 9: MEASUREMENT OF FLOW
1. The volume of flow used in computing industrial waste surcharges shall be
based upon metered water consumption as shown in the records of meter
readings maintained by the North Stanly County Water Association. In the
event that a person discharging wastes into the sanitary sewer system
produces evidence to the Superintendent that more than 10% of the total
annual volume of water used for all purposes does not reach the Town
sanitary sewer, an estimated percentage of total water consumption to be
used in computing charges may be agreed upon between the Superintendent and
the persons discharging industrial wastes into said sewers. In the event
that the Superintendent determines that the volume of industrial waste
being discharged is more than 10% greater than the metered water
consumption, then the industrial waste charges shall be based upon the
volume discharged as measured by a volume measuring device approved by the
Superintendent.
2. Where the person discharging industrial or domestic wastes into the
sanitary sewers of the Town procures any part, or all of, his water supply
from sources other than the North Stanly County Water Association, all or
part of which is discharged into the sanitary sewer, the person discharging
said waste shall install and maintain at his expense water meters or other
measuring devices of a type approved by the Superintendent for the purpose
of determining the proper volume of flow to be charged.
Section 10: DETERMINATION OF CHARACTER AND CONCENTRATION OF WASTES
1. The industrial waste of each person discharging same into the Town sanitary
sewers shall be subject to periodic inspection, and a determination of

character_. andconcentration of said -wastes shall _be.made quarterly, or more
often as may be necessary, by the Superintendent.
2. Samples shall be collected and composited in such a manner as to be
representative of the actual quality of the wastes. The laboratory methods
used in the examination of said wastes shall be those set forth in 40 CFR
Part 136, a copy of which is on file with the Town Clerk for inspection by
any interested parties.
3. The determination of the character and concentration of the industrial
wastes by the Superintendent or his authorized assistants shall be binding
as a basis for charges.
4. Total costs incident to the supervision, inspection, sampling, and
analyzing of wastes shall be included in the charge made to persons
discharging wastes into the Town sanitary sewers.
Section 11: USER CHARGE SYSTEM
1. User Charges:
(a) Authority: Pursuant to the provision of Public Law 92-500, Section
240(b), the Town of Richfield, having received a Federal Grant for the
construction of treatment works, shall adopt a system of charges to
assure that each person (or user) receiving waste treatment services
within the Town's jurisdiction will pay his (its) proportionate share•
of the cost of operation and maintenance (including replacement) of
any waste treatment services provided by the Town.
(b) Intent: The intent of such user charges is to distribute the cost of
operation and maintenance of publicly owned treatment works to the
pollutant source and to promote self-sufficiency of treatment works
with respect to operation and maintenance costs.
(c) Definition: The term "replacement" referred to in Paragraph 1(a) of
this Section is defined as those expenditures for obtaining and
installing equipment, accessories, or appurtenances that are necessary
during the service life of the collection and treatment works to
maintain the capacity and performance for which such works were
designed and constructed. The term "operation and maintenance"
includes replacement.
(d) User Class: Each user shall be charged a share of the treatment works
operation and maintenance cost based on the measured proportional
contributions to the treatment works loading. Generally, solids,
nitrogen, and other pollutant contributions discharged by all users
are approximately equal. Where such pollutants exceed the range of
concentration of these pollutants in normal domestic sewage, a
surcharge will be added to the base charge. The models used in
calculating the user charge are defined in Paragraph (f) below.
(e) User Charge Criteria: The User Charge System shall be approved by the
Regional Administrator of the Environmental Protection Agency and
shall be maintained by the Town in accordance with the following
requirements:
- 12 -

(f)
(1) The User Charge System must result in the distribution of the
cost of operation and maintenance of treatment works within the
Town's jurisdiction to each user (or user class) in proportion to
such user's contribution to the total wastewater loading of the
treatment works. Factors such as strength, volume, and delivery
flow rate characteristics shall be considered and included as the
basis for the user's contribution to ensure a proportional
distribution of operation and maintenance costs to each user (or
user class).
(2) The user charge system must generate sufficient revenue to offset
the cost of all treatment works operation and maintenance
provided by the Town.
Model User Charge System: The User Charge System adopted by the Town
shall result in the distribution of treatment works operation and
maintenance costs to each user (or user class) in approximate propor-
tion to his (its) contribution to the total wastewater loading of the
treatment works. The following user charge models shall be used for
this purpose. The symbols used in the models are as defined below:
Cf = Total fixed operation and maintenance (0 & M) costs per unit of
time.
Ct = Total operation and maintenance (0 & M) costs per unit of time.
Cu = A user's charge for 0 & M per unit of time.
CS = A surcharge for wastewaters of excessive strength.
Vu = Volume contribution from a user per unit of time.
Vt = Total volume contribution from all users per unit of time.
Bc = Charge per unit of Biochemical Oxygen Demand (BOD) above a base
level.
B = Concentration of BOD from a user above a base level.
Sc = Charge per unit of Suspended Solids (SS) above a base level.
S = Concentration of SS from a user above a base level.
Pc = Charge per unit of any pollutant above a base level.
P = Concentration of any pollutant from a user above a base level.
(1) Model No. 1: Considering that the treatment works is primarily
flow dependent, since the BOD, suspended solids, and other
pollutant concentrations discharged by the majority of users are
approximately equal, the user charge will be developed on a
volume basis in accordance with the model below:
C C
Cu f
Vt (Vu) + Total Number of Users
- 13 -

(g)
(2) Model No. 2: Where determined by the Town that BOD, suspended
solids, or other pollutant concentrations from the user exceed
the range of concentration of these pollutants in normal domestic
sewage, a surcharge added to a base charge, calculated by means
of Model No. 1, shall be levied. The surcharge shall be computed
in accordance with the model below:
CS = Bc(B) + Sc(S) + Pc(P) Vu
Other Considerations: User Charges may be established based on a
percentage of the charge for water usage. However, the unit rate
sewer user charge for the largest volume users must be as great as or
greater than the unit cost of operation and maintenance (excluding
debt service). In such event, a surcharge shall still be levied in
accordance with the provisions of Model No. 2, above. The system of
user charges for the Town of Richfield shall be based on total system
costs, including all operation and maintenance expenses. The debt
service portion of the annual system expense will be recovered in a
manner to be determined by the Town Board.
2. All industrial users of the Town of Richfield's wastewater conveyance
system are subject to industrial waste surcharges on their discharges
which exceed the levels as provided in the City of Albermarle's Code
or Ordinances and all revisions to that ordinance.
(a) The amount of surcharge will be based upon the mass emissions
rate (in pounds per day) discharged above the baselines provided
in the aforementioned City of Albermarle Code of Ordinances. The
amount charged per pound of excess will be calculated as
described by Model (2) equation in Paragraph 1. above.
(b) Surcharges as provided in this paragraph will be assessed in
addition to all those wastewater service fees, rates, and charges
as provided elsewhere in this Ordinance. Such surcharges will be
subject to the same billing procedures as provided in Paragraph
4 of this Section.
(c) In addition, all industrial users of the Town of Richfield's
wastewater conveyance system shall be subject to the City of
Albermarle's Pretreatment Program in all respects, and shall be
in compliance with all Federal, State, and Local Government
regulation of the said Pretreatment Program or shall be subject
to the penalties provided in said regulations. Each industrial
user shall determine from the City of Albermarle as to that
user's participation in said Pretreatment Program.
3. Review of Rates: The Town Board shall review the recommended user
charge rate annually, or more often as deemed necessary, and adopt a
rate or rates to be charged during the ensuing fiscal year or unit
revised by the Council.
4. Billing:
- 14 -

The user charges and surcharges, as setforth in this Section,
shall be billed and payable monthly on a bill rendered to the
proper persons by the Town.
The sewer user charge shall be billed to each user in the first
week of each month and shall be payable within fifteen (15) days
of the billing date.
During any billing period of active sewer service when a domestic
sewer user is without a reporting service meter, that user shall
pay a minimum sewer user charge equal to that which would be paid
by a customer having a monthly consumption of 3,000 gallons of
water, unless under the requirements of Section 9 of this
Ordinance, other provisions have been made for determining water
use.
(d) Should any person not pay the sewer user charge within the time
allowed, a late payment charge shall be added to the bill. The
amount of the late payment charge shall be as established from
time to time by the Town Board. Should any person be more than
forty-five (45) days delinquent in paying the user charge, the
Superintendent shall send a Notice of Delinquency requiring that
the user charge be paid within fifteen (15) days. Should the
user charge not be paid within the allocated 15-day notice
period, the Superintendent shall disconnect the sewer system
connection, and such connection shall only be restored after the
delinquent bill(s), late payment charge, and a reconnection
charge is paid. The amount of the reconnection charge shall be
as established from time to time by the Town Board.
5. Collection of Sums and Dues: If the person, group of persons, firm or
corporation legally responsible for payment of the rents, rates, fees or
charges for sewage collection or disposal provided by Town fails to pay the
sums that become due for said service for more than sixty (60) days from
the due date, the sum due shall be treated as if it were a tax due to Town
and Town may proceed to collect the amount due by use of levy on tangible
personal property as authorized under G. S. 105-366 and G. S. 105-367.
Section 12. PROTECTION FROM DAMAGES
No unauthorized
damage, destroy,
belonging to the
examinations and
sewers.
person shall maliciously, willfully, or negligently break,
uncover, deface, or tamper with any equipment or materials
Town of Richfield used for the purpose of making tests or
left upon the premises of a person discharging wastes into the
If any person or persons violate any provisions of this Ordinance, the Town of
Richfield shall at a minimum recover from that person or persons the cost of
repairing the damages and/or additional wastewater treatment and sewage
collection operation and maintenance expenses resulting from that violation. The
Town Board may also, where they deem such action is in the best interest of the
Town, permanently deny continued sewer service to any person or persons found to
have violated any of the provisions of this Sewer Use Ordinance and institute
- 15 -

such criminal and civil actions as the General Statutes of the State of North
Carolina allow.
Section 13: REPEALING CLAUSE
All ordinances or parts of ordinances in conflict with this Ordinance are hereby
repealed. If any section, paragraph, subdivision, clause, or provision of this
Ordinance shall be adjudged invalid, such adjudication shall apply only to such
section, paragraph, subdivision, clause, or provision so adjudged, and the
remainder of this Ordinance shall be deemed valid and effective.
Section 14: PENALTIES
Violation of this Ordinance shall be a misdemeanor punishable on conviction by
a fine not exceeding One Thousand Dollars (1,000.00). In addition, this
Ordinance may be enforced by an appropriate equitable remedy issued by the
General Court of Justice, including, but not limited to, a mandatory injunction.
Section 15: EFFECTIVE DATE
This Sewer Use Ordinance, exclusive of the User Charge provisions (Section 11)
shall take effect and be in full force from and after the date indicated below.
The User Charge provisions of this Ordinance shall take effect and be in full
force from and after the date of commencement of the full use of the wastewater
treatment facilities constructed with Environmental Protection Agency funding,
at which time collection of the user charge and surcharge shall commence.
Adopted this the day of 19 by
the Town Board of the Town of Richfield, North Carolina.
ATTEST:
Town Clerk Mayor
APPROVED AS TO FORM:
Town Attorney
- 16 -

•
3/1/2014
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3,270
1595820
1600660
4,840
371060
373280
2,220
1154840
1155900
1,060
'
7/1/2016
463420
465910
2,4so
1084430
1088910
4,480
1600660
1603430
2,770
373280
375980
2,700
1155900
1156840
940
_
1
8/1/2016
465910
468290
2,380
1088910
1091490
2,580
1603430
1607090
3,660
375980
376680
700
1156840
1157760
920
9/1/2016
468290
471900
_ 3,610
1091490
1094140
_ _ 2,650
1607090
1612010
_ 4,920
376680
378570
1,890
1157760
1158840
1,680
1
10/1/2016
471900
473170
_ 1,270
1094140
1096940
2,800
1612010
1616140
4030
378570
380210
1,64o
1158840
1159820
980
11
11/1/2016
473170
475300
2,130
1096940
1100090
3,150
1616140
1619360
3,22o
380210
381800
1,590
1159820
1160920
two
1 i
12/1/2016
475300
477940
2,640
1100090
1102970
2,880
1619360
1621600
2,240
381800
384300
2,500
1160920
1161920
1,606
17,
1/1/2017
477940
480530
2,590
1102970
1106510
3,546
1621600
1625080
3,480
384300
387130
2,830
1161920
1163130
1,210
17Z
2/1/2017
480530
482800
2,270
1106510
1109620
3,110
1625080
1628600
3,52o
387130
389670
2,540
1163130
1164300
1,170
174
3/1/2017
482800
485060
226o
1109620
1112780
3,160
1628600
1632120
3,520
389670
391660
1,990
1164300
1165450
1,150
1761
4/1/2017
485060
487510
2,4so
1112780
1115800
3,020
1632120
1635270
3,150
391660
393670
2,010
1165450
1166540
1,090
1767
5/1/2017
487510
489210
1,700
1115800
1118950
3,150
1635270
1638300
3,030
393670
395510
1,840
1166540
1167470
930
17772,
6/1/2017
489210
491420
2,210
1118950
1123100
4,150
1638300
1641010
2,710
395510
397730
2,220
1167470
1168600
1,130
1788296,
7/1/2017
491420
494060
2,640
1123100
1127180
4,080
1641010
1644160
3,150
397730
399920
2,190
1168600
1169770
1,170
17989610E
8/1/2017
494060
496200
2,140
1127180
1130600
3,42o
1644160
1646770
2,610
399920
401750
1,E30
1169770
1170700
930
180914400
9/1/2017
496200
498930
2,730
1130600
1133310
2,710
1646770
1651580
4,610
401750
403910
2,160
1170700
1171630
930
181591200
10/1/2017
498930
501920
2,990
1133310
1136360
3,050
1651580
1655590
4,010
403910
406170
2,260
1171630
1172660
1,030
182413700
1.
11/1/2017
501920
504580
2,660
1136360
1139620
3,260
1655590
1658990
3,400
406170
408530
2,360
1172660
1173580
s2o
183135600
18S.
12/1 /2017
0
0
0
0
0
„430/14,e (.3 0_ LI,6CE, A 0

Month
July
August
September
October
November
December
Total
January
February
March
April
May
June
July
Total
kzt
/ Li' 404(630D
49- so4-3a0D
c3k
2009 Pheiffer Flow
2009 625000
2009 1291500
2009 2009100
2009 1773900.
2009 2347800
2009 2082800
6 mos
2010
2010
2010
2010
2010
2010
2010
10130100
R.Park Flow
656400
801400
613300
829900
1153500
1370800
1087000
1261100
647500
677400
517300
664000
o Sc; %ups&
c2
Deese Rd. Flow
654000
971000
909000
894000
1554000
1854000
2117000
1368000
1012000
736000
860000
1037000
avg gpd
Total
Total
1310400
1772400
1522300
1723900
2707500
3224800
12261300
3204000
,2629100
1659500
1413400
1377300
1701000
11984300
66426

Richfield Meter Readings
797794 1306410
1083529 1665050
2239963

.4°AL'\ (M
3/17/2010
1033994
103399400
35355.55556
55127356
61774.7778
183492
183492000
48777.778
13348368
99845792.6
174562.42
3/22/2010
1035344
103534400
27000
55386300
51788.8
183668
183668000
35200
13438133
100517235
134288.44
4/1/2010
1037287
103728700
19430
56028600
64230
184065
184065000
39700
13664228
102208425
169119.06
4/5/2010
1038414
103841400
28175
56177600
37250
184169
184169000
26000
13729513
102696757
122082.95
4/16/2010
1040786
104078600
21563.63636
56670300
44790.9091
184414
184414000
22272.727
13881399
103832865
103282.48
5/3/2010
1044061
104406100
19264.70588
57352000
40100
184801
184801000
22764.706
14105514
105509245
98610.6
5/10/2010
1045096
104509600
14785.71429
57594300
34614.2857
184946
184946000
20714.286
14186709
106116583
86762.657
5/19/2010
1046654
104665400
17311.11111
57814400
24455.5556
185244
185244000
33111.111
14287864
106873223
84071.044
6/1/2010
1049234
104923400
19846.15385
58079000
20353.8462
185661
185661000
32076.923
14439440
108007011
87214.498
6/9/2010
1050979
105097900
21812.5
58266400
23425
186026
186026000
45625
14568365
108971370
120544.88
6/15/2010
1052759
105275900
29666.66667
58422400
26000
186437
186437000
68500
14636330
109479748
84729.7
6/22/2010
1054255
105425500
21371.42857
58619200
28114.2857
186562
186562000
17857.143
14708808
110021884
77447.92
6/29/2010
1055874
105587400
23128.57143
59249800
90085.7143
186698
186698000
19428.571
14778863
110545895
74858.771
for year
10/274600
191431i600
13966000
•
471020 i65.8
rah, .9,L
North Stanly Collection System Flow Data
300000
250000
200000
G
tt e<i RPMS GPD
p 150000
D
PCMS GPD
{
` � -r'—ARMS GPD
50000
,P
0
7/6/2009
i i i r r
8/25/2009 10/14/2009 12/3/2009 1/22/2010 3/13/2010 5/2/2010 6/21/2010
Date
1 I I 1 I 1 I 1 1 I I

Date
RPMS
RPMS
RPMS
i
PCMS
PCMS
NSMS
NSMS
NSMS
ARMS
ARMS ?
ARMS /
100 gal
gal
GPD
gal
GPD
1000 gal
gal
GPD
cuft
gal ,/
GPD
7/1/2009
953078
95307800
39818200
172732
172732000
8492651
63525029.5
7/15/2009
956292
95629200
22957.14286
40168900
25050
173019
173019000
20500
8606928
64379821.4
61056.569
7/21/2009
957595
95759500
21716.66667
40242200
12216.6667
173151
173151000
22000
8660452
64780181
66726.587
7/28/2009
959642
95964200
29242.857144
40443200
28714.2857
# 173386
173386000
33571.429
8756402
65497887
102529.43
8/3/2009
962213
96221300
42850
40680900
39616.6667
173714
173714000
54666.667
8878644
66412257.1
152395.03
8/12/2009
964309
96430900
23288.88889
40973600
32522.2222
173980
173980000
29555.556
8990851
67251565.5
93256.484
8/18/2009
965673
96567300
22733.33333
41280500
51150
174177
174177000
32833.333
9074636
67878277.3
104451.97
8/27/2009
967656
96765600
22033.33333/41734700
50466.6667
4 174357
174357000
20000
9208133
68876834.8
110950.84
9/1/2009
968897
96889700
24820
42000700
53200
174476
174476000
23800
9279375
69409725
106578.03
9/8/2009
970484
97048400
22671.42857
42335800
47871.4286
174642
174642000
23714.286
9375088
70125658.2
102276.18
9/14/2009
971859
97185900
22916.66667
42617300
46916.6667
174784
174784000
23666.667
9458751
70751457.5
104299.87
9/23/2009
973789
97378900
21444.44444
43148200
58988.8889
/ 175027
175027000
27000
9587092
71711448.2
106665.63
10/1/2009
975871
97587100
26025
43743800
74450
„ 175266
175266000
29875
9717980
72690490.4
122380.28
10/5/2009
976893
97689300
25550
44147700
100975
175354
175354000
22000
9770398
73082577
98021.66
10/13/2009
978812
97881200
23987.5
44565200
52187.5
175532
175532000
22250
9873509
73853847.3
96408.785
10/20/2009
'980611
98061100
25700
44788800
31942.8571
175700
175700000
24000
9956430
74474096.4
88607.011
10/26/2009
982088
98208800
24616.66667
45077900
48183.3333
175832
175832000
22000
10039056
75092138.9
103007.08
11/2/2009
984685
98468500
37100
45517700
62828.5714
• 176160
176160000
46857.143
10181570
76158143.6
152286.39
11/9/2009
986379
98637900
24200
45953300
62228.5714
176355
176355000
27857.143
10280018
76894534.6
105198.72
11/17/2009
991028
99102800
58112.5
46886800
116687.5
177009
177009000
81750
10567175
79042469
268491.8
11/24/2009
993623
99362300
37071.42857
47564000
96742.8571
177350
177350000
48714.286
10721435
80196333.8
164837.83
12/1/2009
995944
99594400
33157.14286
47865500
43071.4286
* 177714
177714000
52000
10848696
81148246.1
135987.47
12/8/2009
998858
99885800
41628.57143
48595900
104342.857
178125
178125000
58714.286
11028752
82495065
192402.7
12/15/2009
1001827
100182700
42414.28571
49096100
71457.1429
178585
178585000
65714.286
11209830
83849528.4
193494.78
12/22/2009
1004377
100437700
36428.57143
49445300
49885.7143
178970
178970000
55000
11343933
84852618.8
143298.63
12/29/2009
1007331
100733100
42200
49775600
47185.7143
179333
179333000
51857.143
11486543
85919341.6_
152388.97
1/4/2010
1008906
100890600
26250,49948300
28783.3333
179568
179568000
39166.667
11576824
86594643.5
112550.31
1/19/2010
1012973
101297300
27113.33333
50727500
519,46.6667
180101
180101000
35533.333
11877776
88845764.5
150074.73
1/26/2010
~ 1016046
101604600
43900
51584546
122,435.143
180718
88142.857
12089928
90432661.4
226699.57
163894.28
2/2/2010
1018201
101820100
30785.71429
52043400
65550.5714
181685
_180718000
181685000
138142.86
12243305
91579921.4
2/15/2010
1024007
102400700
44661.53846
53330702
99023.2308
181994
181994000
23769.231
12677071
94824491.1
249582.28
3/8/2010
1030812c
103081200
32404.7619
54571383
59080.0476
183053
183053000
50428.571
13138333
98274730.8
164297.13

150 w y ti"69 ,41 v v a- 'T, 71
‘;L 5
Cd
W1 e^t S i t L
jti CA)•
;,-
,
r; _ / 4 i spection Chegklist
>r,,, Y
General Information
I. Number of Pump stations
2 SCADA system PS
3. Telemetry PS
4. Audible and Visual only I ti
5. Generators Permanent
a. Frequency tested
Generators Portable
r
-i s A i:CY0
4..4..1
/
an
4.c7 30..4 a,,.
A. Quick -connect }login / 0 PS
. Frequency tested
pi "40y
Pimp stations served by same generator..
6.
1RC
0
C
Sewer Use Ordinance V ,or.1-
°7sz •►oowy�
Enforcements Last Year F
t
®G Program '^� � , w � z� � ct a"{{> � :� a. 0'0
Inspections — 1,-y .1 p
Public IEI(D How— h ny
Annual eport 11>ate.
Root Control Program
•
Lt.
I
CS-
©.g� ✓v y Wed�2�j
Sod pis s44y
Tqa s . f „d„/ �oK
-=5
P/ G IjI (GGi ^�[S r �Pf7L VL I.1 djRe
d J 1 S T 11 S J
1.-eTyV y C. ft
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•
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„1 i77�7Y .t KS rtu-cOr cK(®
cu.�r,>t y P7�.�� .,.
CEP !:>midget $ Years
Doeume;u tation of
1. Line Cleaning (1O%o)
2. High priority lines (6 mos) —
— 3, System observation annual
.4,
OW mowing
ham„ d4c. 5. 1-�>
cr:
rohOLS) Jgow'
)
...yYfs
r �� x cJA l y-
e
CL

v-" „i 4,4 f I,
il . es4,,,,,r r ,,,,,,t i , 414..e- .5 r
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eview logs for -PS 0 es. M A 5)..././.,k ),..-. A.,
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—
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,,.,, , ,(:„
Reportable Spills , ,.4 vo p <f,,, ,:,3 fje, c ..,,, .1--.,.., )'f ..... 54 +
,, --
vs 5.41/14.1,,L
A i.s-i- -, v. 5 .
— P 0 il -e-- ' •--,
epeat Location/Cause
Non reportable spills
Customer complaints
ff-pr_ 14,a, orrk c.)(A
Spare parts inventory
Map of system % complete
i'L r
1-i 7
ct
_cr.,
PS "
)..,_
0 sr t.,1 01 • V*,
•
cA, 0,5t'
P; r"-t
•
r
sto
f ps- k

1
Pu
Name 7
Address
Housekeepin
Secure
Accessible Identification Signage
Inspection Schedule Daily eekly
p Station Inspection Checklist
Wet Well — Floats
Free of debris ---
High water oat _ d° w
Tele ry
udio-Visual
S
Alarm
un-ah
ested for communications
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
No of Pumps
Operational
1
2
l
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Cc
Portable Quick -connect
Gallons per hour usage rate
Automatic
Onsite

Collection System Ispectio
Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1/4 1/2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Name
Pump Station Inspection Checklist
3 pot,4 i, )GY)
Address
Housekeeping
Secure
Accessible
Identification Signage I/
Inspection Schedule Daily Weekly
S
Wet Well — Floats
Free of debris
High water oat ,—
Te ry
udio-Visual ✓ ,/
5+,
rlarrnstem
Emergency power
Fuel tank G. ons per our usage rate
Testing schedule . Automatic
No of Pumps 1
2 a/
Operational 1 �
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1•
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
Quick-connec
2
Onsite

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1/4 1/2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines.
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way. mowing records
Visual inspection of off street lines
General observation of system (annual)

3
Manholes- Lines-
!
�O a, r A /9r� ,
1. Manhole location or address
Collection System Inspection Checklist
t'S
ght Of Way- Aerials
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size ehes Pipe capaci I Y2 3/4 dieter.
Line free flowing and unrestricted
Excessive grease, roots, or sand // � � A As f�q
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions e/
No evidence of leakage t/
Free of non -utility motorized traffic
3. Aerials - High Priority lines.
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way. mowing records
Visual inspection of off street lines
General observation of system (annual)
6
y

Pump St.. tion Inspection Checklist
Name No of Pumps 1
2
Address
Housekeeping
Secure
Accessible
Identification Signage
Inspection Schedule Daily Weekly
Wet Well — Floats
Free of debris
High water float
Telemetry
Audio -Visual
SCADA
Alarm system tested for communications
Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1•
2
Emergency power Generator Portable Quick -connect Onsite
Fuel tank Gallons per hour usage rate
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs

) O O .c/
Pump Station Inspection Checklist
Name J ' J) 60/11 No of Pumps 1
2
Address
Housekeeping
Secure
Accessible ✓
Identification Signage ✓-- i s 1 -142- f.s-vi
Inspection Schedule Daily Weekly
Soj
Wet Well — Floats
Free of debris
High water float < < e
Tele
Audio -Visual t✓ ✓
---Atancsys
Emergency pow__ Ge ren a
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
I fu v r I N_ o
Portable
Gallons per o
Automatic
Ci'a h 4e- dl

Collection System Inspectio ,r: Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
'Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1/4 1/2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Subj: Sewer Lines
Date: 2/17/2006 9:01:22 AM Eastern Standard Time
From: [e-mail]
To: [e-mail].
Carolyn,
Sewer line summary:
8" Gravity Sewer PVC
6" Gravity Sewer PVC
4" Gray Water Sewer PVC
3" Gray Water Sewer PVC
4" Force Main PVC
3" Force Main PVC
2" Force Main PVC
12,250 LF
5,200 LF
3,100 LF
34,300 LF
6,600 LF
5,800 LF
2,600 LF
W e"j--In 10 pu trip StocHe 1V 5
This is a rough estimate. Please call if you need additional help.
Thank you,

STANLY
COUNTY
NORTH CAROLIiNA
1 to t ,fiw Lan! cS2aeoese.
June 9, 2016
The Honorable Floyd Wilson, Mayor
Richfield Townhall
PO Box 158
Richfield, NC 28137
Dear Mayor Wilson:
Stanly County Utilities
1000 N. 1st Street, Suite 12
Albemarle, NC 28001
The attached is your sewer bill bases on the meters. Ultimate Accents is tied directly into Stanly
County sewer lines, and is not metered by the new meters. Also, the following houses on Main
Street are tied directly into Stanly County and are not metered by the new meters. Bill
consumptions are from 5-03-16 through 6-01-16
Richfield Park 1,171,500
North Stanly Pump Station (Deese St) 912,000
Ultimate Accents 22,170
332 N. Main 2,930
325 N. Main 3,270
313 N. Main 4,840
310 N. Main 2,220
314 N. Main 1,060
Evelyn Beaulieu
Customer Service Supervisor
Attachments
Total 2,119,990 gallons or $ 15,581.93
"This instrument has been p9°eaudi`` -E
in accordance with the L ocai
and Fiscal Control Act" "S; ' 594.). ;
Fili-OVED FOR
THE TOWN OF RICH 'I L
�r� PAID AMOUNT
DATE (!1 a3 �D

3/1/2014
386140
388620
2,480
973800
978070
4,270
1435450
1437240
1,790
280470
289050
8,580
1128870
1129870
1,000
4/1/2014
388620
394160
5,540
978070
982220
4,15o
1437240
1439140
1,900
289050
300670
11,62o
1129870
1130760
890f
5/1/2014
394160
398760
4,600
982220
986390
4,170
1439140
1441040
1,900
300670
308500
7,830
1130760
1131800
1,040
6/1/2014
398760
406180
7,420
986390
990230
3,84o
1441040
1442450
1,410
308500
319610
11,110
1131800
1132790
990
7/1/2014
406180
412880
6,700
990230
995150
4,920
1442450
1443640
1,190
319610
327980
8,370
1132790
1133810
1,020
8/1/2014
412880
416180
3,300
995150
999990
4,840
1443640
1444560
920
327980
331970
3,990
1133810
1134700
890
9/1/2014
416180
419530
3,350
999990
1004540
4,550
1444560
1446500
1,940
331970
333010
1,040
1134700
1135750
1,050
10/1/2014
419530
422810
3,280
1004540
1008770
4,230
1446500
1448020
1,szo
333010
333010
0
1135750
1136710
960
11/1/2014
422810
424680
1,870
1008770
1012080
3,310
1448020
1448990
970
333010
333010
0
1136710
1137650
940
12/1/2014
424680
427510
2,83o
1012080
1015930
3,850
1448990
1450200
1210
333010
333530
szo
1137650
1138500
850
1/1/2015
427510
428860
1,35o
1015930
1019410
3,480
1450200
1451670
1,470
333530
333950
420
1138500
1139350
850
2/1/2015
428860
430490
1,630
1019410
1023180
3,no
1451670
1453420
1,750
333950
335790
1,840
1139350
1140320
970
3/1/2015
430490
432430
1,940
1023180
1026880
3,700
1453420
1454900
1,48o
335790
336400
610
1140320
1141210
890
4/1/2015
432430
432990
sso
1026880
1034900
8,020
1454900
1457010
2,110
336400
341650
5,250
1141210
1142160
950
5/1/2015
432990
434640
1,650
1034900
1038510
3,610
1457010
1458820
1,810
341650
344270
2,620
1142160
1143220
1,060
6/1/2015
434640
436120
1,48o
1038510
1041480
2,970
1458820
1460300
1,4e0
344270
346700
2,430
1143220
1144160
940
7/1/2015
436120
438050
1,930
1041480
1047770
6,290
1460300
1462070
1,770
346700
348320
1,620
1144160
1145190
1,030
8/1/2015
438050
440450
2,400
1047770
1052900
5,130
1462070
1463600
1,530
348320
352800
4,48o
1145190
1146350
1,160
9/1/2015
440450
442310
1,86o
1052900
1059000
6,100
1463600
1465010
1,410
352800
354000
1,200
1146350
1147350
1,000
10/1/2015
442310
444130
1,82o
1059000
1059540
sao
1465010
1468300
3,290
354000
355820
1,820
1147350
1148340
990
11/1/2015
444130
446310
2,18o
1059540
1062760
3,22o
1468300
1469100
800
355820
357940
2,12o
1148340
1149260
920
12/1/2015
446310
448850
2,540
1062760
1066020
3,26o
1469100
1470250
1,150
357940
360200
2,260
1149260
1150080
820
Date '
325 N, 51atn;
313 N. Main.
310'N. Main:
314 N.Main
Previous
Current
' Total ,:
Previous'..
Current-;
Total ,;.
Previous
Current
Total ;'
Previous
' Current;
Total'".
Previous'
Curren[.,
Total''
1/1/2016
448850
451570
2,720
1066020
1069330
3,310
1585760
1586540
780
360200
362580
2,380
1150080
1151050
9701
2/1/2016
451570
453960
2,390
1069330
1072430
3,100
1586540
1586930
3so
362580
364850
2,270
1151050
1151910
ssol
3/1/2016
453960
456080
2,120
1072430
1075430
3,000
1586930
1586930
0
364850
366520
1,670
1151910
1152830
920
4/1/2016
456080
458330
2,250
1075430
1078350
2,920
1586930
1592380
5,450
366520
368870
2,35o
1152830
1153950
1,120
5/1/2016
458330
460490
2,160
1078350
1081160
2,810
1592380
1595820
3,440
368870
371060
2,190
1153950
1154840
890
6/1/2016
460490
463420
2,930
1081160
1084430
3,270
1595820
1600660
4,840
371060
373280
2,220
1154840
1155900
1,060
7/1/2016
0
0
0
0
0
8/1/2016
0
0
0
0
0
9/1/2016
0
0
0
0
0
10/1/2016
0
0
0
0
0
11 /1 /2016
0
0
0
0
0
12/1/2016
0
0
0
0
0
1/1/2017
0
0
0
0
0
2/1/2017
0
0
0
0
0
3/1/2017
0
0
0
o
4/1/2017
0
0
0
o
5/1/2017
0
0
0
0
0
6/1/2017
0
0
0
0
7/1/2017
0
0
0
0
8/1/2017
0
0
0
o
9/1/2017
0
0
0
o
10/1/2017
0
0
0
o
11/1/2017
0
0
0
o
1
12/1/2017
0
0
0
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SECONDARY
K E Y
SELECTION
RETRIEVE
OPTION: F
SELECTION:
1:17
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
TRANSACTION: NON-NPDES LIST FACILITY
TRX: 60B KEY: RICHF >
PRESS ENTER TO VIEW
FACILITY NAME
RICHFIELD SERVICE-WWTF 9
RICHFIELD, TOWN -HIGH ROCK RD.1
RICHFIELD, TOWN-INDUS.VENTIII1
RICHFIELD, TOWN-RICHFIELD PLA1
RICHFIELD, TOWN -TOWN S. PROJ.1
RICHFIELD, TOWN-WWTP 9
RICHFIELD, TOWN-WWTP/IMP 9
RICHLAND TOWNSHIP-WTF/LAGOON 9
RICHLANDS PROP-RICHLAND CND'S2
RICHLANDS PROP-RICHLAND TWNH 2
RICHLANDS PROPERTIES-C'DS IB 2
RICHLANDS PROPERTIES-TWHMS-IB2
RICHLANDS, TOWN-AMD#5201 1
RICHLANDS, TOWN -BAY TREE APTS1
RICHLANDS, TOWN -COMMUNITY DEV1
RICHLANDS, TOWN-CONTRACT#3/WW1
RICHLANDS, TOWN-FAIRVIEW ESTS1
ADDITIONAL
TYPE
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
NON-NPDES
s '-f gotTP ei-64'
SELECTIONS
PERMIT NBR. TC
098RETURN 02
WQ0008243V 02
WQ0016843// 02
WQ0011705V/ 02
7 02
0045560AC 02
045560ACA 02
0084808AC 02
11027 02
10936 02
11337 02
11435 02
5201A1 02
WQ0002191 02
WQ0009815 02
WQ0006729 02
14540 02
ISSUE DATE
02/27/84
12/12/95
09/12
01/13/89
06/08/89
05/31/96
11/30/84
11/13/84
03/12/85
03/29/85
09/15/82
08/28/89
09/29/94
04/15/93
04/23/87
q._ but) od A,g(f3 J-IkcetAzki-ticcS iept-i-euzi "--)
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Michael F. Easley, Governor,
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 26, 2007 •
The Honorable Mayor
Town of Richfield
P.O. Box 158
Richfield, NC 28137
Subject: Sewer Collection Issues
Town of Richfield
WQCSD0019
Dear Collection System Permittee:
Coleen H. Sullins, Director
Division of Water Quality
This letter is to inform you of the Division of Water Quality's new policy concerning sewer collection
issues. In the attached Press Release you will note the use of the word "will" in regards to issuing
Notices of Violation (NOVs) for Sanitary Sewer Overflows (SSOs). The intent of that statement was to
make sanitary sewer system owners and operators aware that each SSO will be evaluated on a case -by -
case basis to determine if a NOV is warranted. The statement was not intended to indicate that in all
cases an NOV will be issued without a review of case specific factors.
You may have also noted a second statement using the word "will" regarding the issuance of civil
penalties. Civil penalties are only issued based on case -specific factors that include, but are not limited
to the following: volume, volume reaching surface waters, duration, gravity, impacts to public health,
fish kills or recreational area closures. Again, the statement is not intended to indicate that in all cases a
civil penalty assessment will be issued without review of case specific factors.
In addition, the Division is requiring a Flow Tracking/Acceptance for Sewer Extension Permit
Applications Form (FTSE-10/07). A revised form is enclosed. Effective January 15, 2008, this form
must be completed by the owner of the receiving WWTP and submitted with all applications for sewer
line extensions. Additional forms may be required if entities other than the owner of the WWTP own
pump stations along the route of the proposed wastewater flow. These entities would certify and submit
the additional forms. Applications received after the implementation date that fail to include this
information will be returned immediately as incomplete.
Section I, (d) of the FTSE-.10/07 requires an estimate of the obligated flow not yet tributary to the
WWTP. Reviewing flow allocations made over the last two years, WWTP owners must reconcile their
flow records, to the best of their ability, so it is known how much flow has been obligated, but not yet
made tributary to the WWTP. Submit FTSE-10/07 to the Mooresville Regional Office with Section I,
(a) — (e) completed by January 15, 2008. Please note that items (a) — (h) in Section I, will be completed
for future sewer extension applications.
NorthCarolina
Naturally
North Carolina Division of Water Quality Mooresville Regional Office Phone [phone] Customer Service
NC DWQ Internet: www.ncwaterquality.org Location: 610 East Center Ave. Mooresville , NC 28115 Fax [phone]
PERCS Unit Internet: http://h2o.enr.state.nc.us/peres/
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Page 2
Deemed Collection System
November 26, 2007
Please note that Section II will also be completed for each future sewer extension application. In most
cases, the owner of the WWTP will be the owner of the pump stations and only one form will be
required. In situations where the owner of the WWTP does not own all of the pump stations, additional
forms must be completed.
If you have any further questions or concerns, please contact Dee Browder, Barbara Sifford or myself at
704-663-1699.
Sincerely,
Robert B. Krebs
Surface Water Protection Section
Regional Supervisor
Attachments: Flow tracking form
Sanitary sewer overflow form
Press release

State of North Carolina
Department of Environment
and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
William E. Holman, Secretary
DIVISION OF WATER QUALITY
October 19, 1999
The Honorable Floyd S. Wilson, Mayor
Town of Richfield
Post Office Box 158
Richfield, North Carolina 28137
Subject:
Dear Mayor Wilson:
ATA
NCDENR
• NORTH CA OLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Non -Discharge Facility Inspection
Sewer Collection System
Bell Road & Culp Road Pump Stations
Town of Richfield
Stanly County; NC
This letter transmits a copy of the inspection report for the inspection of the subject sewer collection
system conducted on October 14, 1999 by Mr. G. T. Chen of this Office. Mr. Wade Barbee, Commissioner of
Utilities of the Town of Richfield, accompanied Mr. Chen during the inspection.
Generally, the inspection revealed that the pump stations on Bell Road. and Culp Road and the related
outfall lines are being properly operated and maintained. However, there were some deficiencies noted that are
set forth under "Additional Comments " in :the attached inspection report.
The City needs to takeaction to correct the noted deficiencies. It is also requested that you respond to
this matter in writing by no dater than October 29, 1999, indicating the actions taken to correct the
deficiencies. Pleaseaddress yourresponse to Mr. -Chen.
If you have any questions regarding to this matter, please contact Mr. Chen or me at [phone].
Sincerely,
D. Rex Gleason,: P.E.
Water Quality Regional Supervisor
Attachments
- cc: Stanly County Department of Environmental Health
Dennis Ramsey, Non -Discharge Branch
gtc
919 North Main Street, Mooresville, North Carolina 28115 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North :Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
„................. rA'• I•A
...........: ......-
NcD.EN
. :
NORTH CAROLI NA DEPARTMENT OF
ENVIRONMENT. AND .NATURAL RESOURCES
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Richfield
NPDES Permit No.: N/A
NPDES 'Issuance :Date: N/A
NPDES Expiration Date: N/A
SOC Issuance Date: N/A
Permittee Contact: Floyd S. Wilson
ORC Name: Wade Barbee
24hr.Contact .Name: Wade Barbee
County: Staff ly
Non -discharge Permit No:: W00002637
Non -discharge Issuance Date: 09-12-91
Non -discharge Expiration Date: None
SOC Expiration Date: N/A
TelephoneNo.: [phone]
Telephone No.: [phone]
Telephone No.: (704) -463-1308
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
X Collection System Spray Irrigation
Sludge -Other
Inspection Summary:. (additional -comments may be included on .attached pages)
Is.a follow-up inspection necessary X yes no
Inspector(s) Name(s)/Title(s): Gong-Tseh Chen/Environmental Specialist II
Telephone No.: [phone] Fax No.: [phone]
Date of Inspection: October 14, 1999

Permittee: Town of Richfield
Facility: Bell Road Pump Station and Culp Road Pump Station
Permit: The current permit WQ0002637 was issued on September 12,1991 for
the construction and operation of a sewer collection system to serve
the Town of Richfield. Wastewater generated from the Town is
transported via this collection system to the City of Albemar➢e's Long
Creek WWTP (NPDES Permit No. NC0024244) for treatment and
discharge. Each house in the service area has its own holding tank
(septic tank). Pretreated wastewater, free of solids, enters the sewer
mains via service laterals. Therefore, the Town has very few
manholes (only two observed during the inspection) but many clean -
outs.
Facility Location: The Bell Road pump station is located at 108 Bell Road on the east
side of the Town. The Culp Road pump station is located at 332 Culp
Road on the north side of the Town.
Gravity Sewers
I. Manholes
1. Are manholes accessible?
2. Are manhole covers above grade?
Visible signs of overflow?
Sinkholes or depressions?
3. Are manhole covers missing or improperly seated?
4. Are manholes in need of repair?
Due to normal wear and tear?
Due to vandalism?
5. Are inverts in need of repair?
6. Is there evidence of collection system deterioration?
7. Is flow visibly restricted in pipe or manhole?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No ❑ *
No ❑ *
No
No
No
No .®
No ❑
No ❑
No Eg
No /ZI
No /1

8. Is there an excessive amount of grease? Yes 0
Roots? Yes 0
Sand? Yes 0
9. Is there evidence of submergence of vents? Yes 0
10. Are bypass structures or pipes visible in manhole? Yes ❑
No ® *
No
No;®
No 0
No
ADDITIONAL COMMENTS RELATIVE TO'ITEM(S) OF MANHOLE INSPECTION:
*I. 1. There were only two manholes observed during the inspection. Since every house in the service
area has a sewage holding tank (septic tank), wastewater generated from each household is almost
completely free of solids. Instead of manholes, the Town installed many clean -outs along its sewer
system. Both of the manholes were installed above grade up -line of a monitoring stationowned by
Stanly County.
*I. 2. Refer to I.1.
*I. 8. Wastewater is pretreated via sewage holding tanks (septic tanks); there is little, if any, solids in the
wastestream.
* I. 9. There were no vents in either manhole.
II. Lines/Right-of-Ways
1. Are easement, right-of-ways, in need of mowing or clearing?
2. Are sinkholes or -depressions observed above line?
3. Is there evidence of leakage or seepage from the line?
4. Arethereareas of exposed line?
Are exposed lines constructed of material other
than ductile iron?
5. Are stream/ditch crossings and aerial supports in need of repair?
6. Are right-of-ways being used for roads?
7. Do lines show evidence or history of damage?
Yes 0
Yes .❑
Yes 0
Yes 0
Yes 0
Yes ❑
Yes .®
Yes ❑
No .®
No ;®
No :Ej
No '®
No ❑
No ❑
No ❑*
No
ADDITIONAL COMMENTS RELATIVE TO ITEM(S) OF LINES/RIGHT-of-WAYS INSPECTION:
* H. 6. Some sewer lines were installed under streets.

Pump Stations/Siphons
1. Are any pump station/siphon sites difficult to access? Yes ❑
2. Does general housekeeping need improvement? Yes ❑
3. Are there any missing pumps? Yes ❑
4. Do wet wells/siphons have accumulations of debris
that could potentially affect the operation of the unit? Yes ❑
5. Does the first manhole up line from the pump
station or siphon show signs of backup,
overflow, debris originating from the line?
Yes ❑
6. Are there any floats/controls for pumps, alarms or alternators
that do not work? Yes
7. Did high water alarms fail to work when tested?
8. Did ORC fail to produce maintenance log?
9. Is telemetry, SCADA present?
Operable?
10. Are backflow devices in place and operable?
11. Where necessary are air relief valves present
and operable?
12. Are standby generators present?
Operable?
Is fuel .tank full?
13. Is there a 24hr notification sign?
14. Is public access limited?
15. Is there any bypass mechanism present?
16. Any signs of overflow at the station/siphon?
* See discussion under Additional Comments Section.
Yes
Yes
Yes
Yes
Yes
Yes ❑
Yes .®
Yes
Yes
No .Z
No
No
*
*
No ►Z1
No 0 *
No ❑
No 0 *
No 0 *
No 0 *
No 0 *
No ❑
Yes 0 No
Yes / No
Yes ❑
Yes 0
No
No

17. Is there chemicaladdition capability for:
_ Odor control Yes :❑ No .kg
_ pH control Yes ❑ No .®
_ Other, explain? Yes ® No rj
No specific chemical addition facilities. However, chemicals and degrease
agent can beadded into the wet well from the top of pump station.
18. Does the pump station have a flow meter, pump count
or other means to measure flow?
Yes ,`® No .❑
ADDITIONAL COMMENTS RELATIVE TO ITEM(S) OF PUMP STATIONS/SIPHONS
INSPECTION:
*4. Wastestreams were nearly free of solids; and there was no accumulation of solids in. the wet wells.
*5. No manholes up -line of the pump stations were observed during the inspection; there are only
clean -outs up -line of the pump stations. However, there are two manholes up -line of a County
owned monitoring station, through which wastewater from the Town enters Albemarle's WWTP
for final treatment and discharge.
*7. High water alarm systems (visual and audible) at both pump stations (Bell Road. and Culp Road)
were tested and found to be functional.
*9. None observed.
* 10. None observed.
* 11. None observed.
* 12. There was a.military mobile generator unit with 30 KW capacityat the Bell Road pumpstation,
which is the main pump station for the Town. The generator was tested and appeared to be in
good operating condition. The Town also has portable generators for the other pump stations.
* 13. There are no signs at the pump stations regarding the need to report spills within 24 hours. The
Town needs to provide 24-hr notification signs.
* 14. Be11 Road pump station is enclosed in a chain -linked fence, the Culp Road and other pump
stations are not fenced. The Town needs to enclose all pump stations to prevent vandalism or
unauthorized entry.
*18. Flow is measured by recording the run-time ofpumps.

Collection System File Review
1. Does DWQ Database indicate repetitive overflows at any point?
If yes is there a corrective action plan?
2. Do records include a map of the collection system?
Yes ❑ No
Yes ❑ . No ❑
Yes / No ❑
►�1
3. Are there records of annual visual inspections of all lines not visible from normal public access?
Yes ❑ No ❑ *
Regular visual inspections of high priority areas? Yes D No 0 *
4. Do records indicate that right-of-ways are maintained to allow access? Yes ❑ No ❑ *
5. Are there areas of regular or scheduled cleaning? Yes ❑ No ❑ *
6. Is there a spare parts inventory and list of contractors? Yes ►1 No L]
7. Is the spare parts inventory adequate? Yes ❑ No ❑ *
8. Are maintenance logs up-to-date and include inspections, tests, maintenance? Yes ❑ No ❑ *
9. Is there a trouble log of all problems that include the following information? Yes ❑ No ❑ *
Overflow locations, who responded.
Time/date, action taken, cause of problem/overflow.
Was problem resolved.
10. Does the Town have a Sewer Use Ordinance? Yes ® No ❑
Is the SUO being enforced? Yes 0 No 0
11. Does the system have any known points of bypass? Yes 0 No
If yes describe type of bypass and location.
12. Is there records of pump station telemetry/SCADA notifications?
11
Yes 0 No ❑ *
ADDITIONAL COMMENTS RELATIVE TO ITEM(S) OF -COLLECTION SYSTEM FILE REVIEW:
*3. The Town needs to document regular visual inspections of high priority areas.
*4. The Town needs to document maintenance of right-of-ways.
*5. The Town needs to document regular or scheduled cleaning of sewer lines.
*7. Unable to determine whether spare parts inventory is adequate or not.

*8. Maintenance contractor, Rick Jones Services, Inc. (Post Office Box 17872, Raleigh, NC 27619-7872),
documents all maintenance work for the Town's nine (9) pump stations.
*9. The Town uses "Sewage Spill Response Evaluation" records as a trouble log.
* 12. Telemetry is not provided at the pump stations to warn of problems.

I�`JI J
ATF„ Michael F. Easley
Q, Governor
rWilliam G. Ross, Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
July 25, 2001
Floyd S. Wilson, Mayor
Town of Richfield
Post Office Box 158
Richfield, North Carolina 28137
Subject: Non -Discharge Facility Inspection
Sewer Collection System
Town of Richfield
Stanly County, North Carolina
Dear Mr. Wilson:
This letter transmits a copy of the inspection report covering the inspection conducted on July 11, 2001 by Mr.
Don Price and Ms. Dee Browder of this office. Mr. Price and Ms. Browder were accompanied by you.
Generally the inspection revealed that the sewer collection system is being properly operated and maintained.
However, there were some deficiencies noted that are set forth under "Additional Comments" in the attached
inspection report.
The Town needs to take action to correct the noted deficiencies. It is requested that you respond to this matter
in writing by no later than August 13, 2001, indicating actions taken to correct the deficiencies. Please address
your response to Mr. Price. An attached copy of the relevant permit shell and excerpts from the regulation applicable
to collection system permitting are attached for your review.
If you have questions regarding this matter, please contact Mr. Price or me at [phone].
Sincerely,
/ 22
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Attachments
cc: Stanly County Department of Environmental Health
Non -Discharge Compliance/Enforcement Unit
DP
NCDENR
Customer Service Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
1 800 623-7748 FAX [phone]

NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Richfield
Permittee Contact: Floyd Wilson
ORC Name: Floyd Wilson
24 hr Contact Name: Floyd Wilson
NPDES Permit No.: N/A
Issuance Date: N/A
Expiration Date: N/A
If applicable, SOC Issuance Date: N/A
County: Stanly
Telephone No.: [phone]
Telephone No.: [phone]
Telephone No. : [phone]
WQ: N/A
Issuance Date: N/A
Expiration Date: N/A
Expiration Date: N/A
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
X Collection System Spray Irrigation Sludge
Other
Inspection Summary: (additional comments may be included on attached pages)
Is a follow-up inspection necessary yes X no
Inspector(s) Name(s)/Title(s): Donald R. Price / Environmental Tech. V
Telephone No.:[phone] Fax No.:[phone]
Date of Inspection: July 11,2001
Permittee: Town of Richfield
Facility:
Facility Location:
The Town of Richfield currently owns and operates 9 pump stations. The
following pump stations were inspected on July 11, 2001: No. 7 pump
station, No. 5 pump station, No. 6 pump station, and the Cardinal pump
station.
The No. 7 pump station is located off of Hwy. 49 behind the Food Lion
Shopping Center; the No. 5 pump station is located off of Culp Road; the
No. 6 pump station is located off of Shaver Lane; the Cardinal pump station
is located off of Bell Road and is the largest pump station in Richfield's
sewer collection system.

Town of Richfield
Sewer Collection System
July 11, 2001
Collection System File Review
1. Does DWQ Database indicate repetitive overflows at any point?
If yes, is there a corrective action plan?
2. Do records include a map of the collection system?
3. Are there records of annual visual inspections of all lines not visible from
normal public access?
Regular visual inspections of high priority areas?
4. Do records indicate that right of ways are maintained to allow access?
5. Are there areas of regular or scheduled cleaning?
6. Is there a spare parts inventory and list of contractors?
7. Is the spare parts inventory adequate?
8. Are maintenance logs up-to-date and include inspections, tests, maintenance?
9. Is there a trouble log of all problems that include the following information?
Overflows locations, who responded time/date, action taken, cause of
problem/overflow, and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance?
Does it appear the SUO is enforced?
11. Does the system have any known points of bypass?
If yes, describe type of bypass and location.
12. Do records log pumpstation telemetry/SCADA notifications?
Yes❑
Yes®
Yes®
Yes®
Yes❑
Yes®
Yes❑
YesZ
Yes®
Yes®
Yes®
Yes
Yes❑
Yes❑
Yes
Yes❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM FILE
Item No. 3-The Town needs to document regular inspections of the entire sewer collection s
Item No. 5-The Town needs to develop a regular cleaning schedule for the sewer collection s
should allow the town to clean 10% of their system per year.
Item No.12-The Town needs to keep a log of all dialer notifications from the pump stations.
Gravity Sewers
Manholes:
1. Are manholes accessible?
2. Are manhole covers above grade?
Visible signs of overflow?
Sinkholes or depressions?
No®
NoD
NoD
NoD
No®
NoD
No®
No❑
NoD
NoD
NoD
N/AD
N/A❑
N/A❑
N/AD
N/AD*
N/AD
N/AD*
WAD
N/AD
N/AD
N/AD
No N/AD*
NoD N/A
No®
NoD
No®
N/AD
N/A®
N/AD*
REVIEW:
ystem.
ystem. The schedule
YesZ No❑ N/AD
Yes NoD N/AD
Yes❑ No N/AD
Yes❑ No N/AD

Vif Richfield
Sewer Collection System
July 11, 2001
3. Are manhole covers missing or improperly seated? Yes❑ No N/AD
4. Are manholes in need of repair? YesE No N/AD
Due to normal wear and tear? Yes❑ No N/AD
Due to vandalism? Yes NoZ N/AD
5. Are inverts in need of repair? Yes No N/AD
6. Is there evidence of collection system deterioration? Yes No N/AD
7. Is flow visibly restricted in pipe or manhole? Yes❑ No N/AD
8. Is there an excessive amount of grease? Yes❑ No N/AD
Roots? Yes❑ No N/AD
Sand? Yes❑ No N/AD
9. Is there evidence of submergence of vents? Yes❑ NoZ N/AD
10. Are bypass structures or pipes visible in manhole? Yes❑ No N/AD
Lines/Right-of-Ways:
1. Are easement, right-of-ways, in need of mowing or clearing? Yes No N/AD
2. Are sink holes or depressions observed above line? Yes No N/AD
3. Is there evidence of leakage or seepage from the line? Yes No N/AD
4. Are there areas of exposed line? Yes® No❑ N/AD
Are exposed lines constructed of piping other than ductile iron or comparable? Yes❑ NoZ N/AD
5. Are stream/ditch crossings and aerial supports in need of repair? Yes No N/AD
6. Are right-of-ways being used for roads? Yes❑ NoZ N/AD
7. Do lines show evidence or history of damage? Yes 4 No N/AD
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM GRAVITY SEWERS
REVIEW : None.
Pump Stations/Siphons
1. Are any pump station/siphon sites difficult to access? YesD No N/AD
2. Does general housekeeping need improvement? Yes NoZ N/AD
3. Are there any missing pumps? Yes❑ No N/AD

Town of Ranlo
Sewer Collection System
June 18, 2001
4. Do wet wells/siphons have accumulations of debris that could potentially
affect the operation of the unit? Yes❑ No N/A❑
5. Does the first manhole up line from the pump station or siphon show signs
of backup, overflow, debris originating from the line? Yes❑ NoZ N/A❑
6. Are there any floats/controls for pumps, alarms or alternators that does
not work? Yes❑ No /5 N/A❑
7. Did high water alarms fail to work when tested? Yes❑ NoZ N/A❑
8. Did ORC fail to produce maintenance log? Yes❑ No N/A❑
9. Is telemetry/SCADA present? Yes® No❑ N/A❑
Operable? Yes® No❑ N/A❑
10. Are backflow devices in place and operable? Yes® No❑ N/A❑
11. Where necessary are air relief valves present and operable? Yes® No❑ N/A❑
12. Are standby generators present? Yes® No❑ N/A❑
Operable? _ Yes® No❑ N/A❑
Is fuel tank full? YesZ No❑ N/A❑
13. Is there a 24 hr notification sign? Yes® No❑ N/A❑
14. Is public access limited? YesZ No❑ N/A❑
15. Is there any bypass mechanism present? Yes❑ NoZ N/A❑
16. Any signs of overflow at the station/siphon? Yes❑ No N/A❑
17. Is there chemical addition present? Yes❑ NoZ N/A❑
❑ Odor control
❑ pH control
❑ Other, explain
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM PUMP STATION/SIPHON
REVIEW : None.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
ATA
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner ,`ds(),, /, County
Permittee Contact Telephone No.
ORC Name Telephone No.
24 hr Contact Name Telephone No.
Permit No. NPDES WQ
Issuance Date Issuance Date
Expiration Date Expiration Date
If applicable, SOC Issuance Date Expiration Date
Reason for Inspection
ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation Sludge Other
Inspection Summary: (additional comments may be included on attached pages)
Is a follow-up inspection necessary yes no
Inspector(s) Name(s)/Title(s) Donald R. Price / Environmental Tech. V
Telephone No.: [phone] Fax No.[phone]
Date of Inspection

collection System File Review
1. Does DWQ Database indicate repetitive overflows at any point? Yes❑ No N/A❑
If yes, is there a corrective action plan? Yes❑ No❑ N/A❑
2. Do records include a map of the collection system? Yes❑ No❑ N/A❑
3. Are there records of annual visual inspections of all lines not visible from
normal public access? Yes❑ No❑ N/A❑
Regular visual inspections of high priority areas? Yes❑ No N/A❑
4. Do records indicate that right of ways are maintained to allow access? Yes❑ No❑ N/A❑
5. Are there areas of regular or scheduled cleaning? Yes No❑ N/A❑
6. Is there a spare parts inventory and list of contractors? Yes❑ No❑ N/A❑
7. Is the spare parts inventory adequate? Yes❑ No❑ N/A❑
8. Are maintenance logs up-to-date and include inspections, tests, maintenance? Yes❑ No N/A❑
9. Is there a trouble log of all problems that include the following information? Yes❑ No❑ N/A❑
Overflows locations, who responded time/date, action taken, cause of
problem/overflow, and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance? Yes❑ No N/A❑
Does it appear the SUO is enforced? Yes❑ No N/A❑
11. Does the system have any known points of bypass?
If yes, describe type of bypass and location.
12. Do records log pumpstation telemetry/SCADA notifications?
Yes❑ No N/AE
Yes No N/A❑
Yes❑ No❑ N/A❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM FILE REVIEW:

Gravity Sewers
Manholes:
1. Are manholes accessible? Yes❑ No N/A❑
2. Are manhole covers above grade? Yes No N/A❑
Visible signs of overflow? Yes❑ No❑ N/A❑
Sinkholes or depressions? Yes No N/A❑
3. Are manhole covers missing or improperly seated? Yes No❑ N/A❑
4. Are manholes in need of repair? Yes No N/A❑
Due to normal wear and tear? YesE No❑ N/A❑
Due to vandalism? Yes❑ No N/A❑
5. Are inverts in need of repair? Yes❑ No N/A❑
6. Is there evidence of collection system deterioration? Yes❑ No❑ N/A❑
7. Is flow visibly restricted in pipe or manhole? Yes❑ No N/A❑
8. Is there an excessive amount of grease? Yes❑ No N/A❑
Roots? Yes No❑ N/A❑
Sand? Yes❑ No❑ N/A❑
9. Is there evidence of submergence of vents? Yes❑ No❑ N/A❑
10. Are bypass structures or pipes visible in manhole? Yes❑ No❑ N/A❑
Lines/Right-of-Ways:
1. Are easement, right-of-ways, in need of mowing or clearing? Yes❑ No❑ N/A❑
2. Are sink holes or depressions observed above line? Yes❑ Non N/A❑
3. Is there evidence of leakage or seepage from the line? Yes❑ Non N/A❑
4. Are there areas of exposed line? Yes❑ No N/A❑
Are exposed lines constructed of piping other than ductile iron or comparable? Yes❑ No N/A❑
5. Are stream/ditch crossings and aerial supports in need of repair? Yes❑ No N/A❑
6. Are right-of-ways being used for roads? Yes❑ No❑ N/A❑
7. Do lines show evidence or history of damage? Yes No N/A❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM GRAVITY SEWERS
REVIEW :

or
Pump Stations/Siphons
1. Are any pump station/siphon sites difficult to access? Yes Non N/A❑
2. Does general housekeeping need improvement? Yes❑ No N/A❑
3. Are there any missing pumps? Yes No N/A❑
4. Do wet wells/siphons have accumulations of debris that could potentially
affect the operation of the unit? Yes❑ No N/A❑
5. Does the first manhole up line from the pump station or siphon show signs
of backup, overflow, debris originating from the line? Yes No N/A❑
6. Are there any floats/controls for pumps, alarms or alternators that does
not work? Yes❑ Non N/A❑
7. Did high water alarms fail to work when tested? Yes❑ No❑ N/A❑
8. Did ORC fail to produce maintenance log? Yes No N/A❑
9. Is telemetry/SCADA present? Yes❑ No❑ N/A❑
Operable? Yes❑ No N/AD
10. Are backflow devices in place and operable? Yes❑ No N/A❑
11. Where necessary are air relief valves present and operable? Yes❑ Non N/A❑
12. Are standby generators present? Yes❑ Non N/A❑
Operable? Yes No N/A❑
Is fuel tank full? Yes❑ No N/A❑
13. Is there a 24 hr notification sign? Yes❑ No N/A❑
14. Is public access limited? Yes❑ Non N/A❑
15. Is there any bypass mechanism present? Yes❑ No N/A❑
16. Any signs of overflow at the station/siphon? Yes Non N/A❑
17. Is there chemical addition present? Yes No N/A❑
❑ Odor control
❑ pH control
❑ Other, explain
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM PUMP STATION/SIPHON
REVIEW :

P-t-c
`NATq Michael F. Easley
c. Governor
William G. Ross, Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
July 25, 2001
Floyd S. Wilson, Mayor
Town of Richfield
Post Office Box 158
Richfield, North Carolina 28137
Subject: Non -Discharge Facility Inspection
Sewer Collection System
Town of Richfield
Stanly County, North Carolina
Dear Mr. Wilson:
This letter transmits a copy of the inspection report covering the inspection conducted on July 11, 2001 by Mr.
Don Price and Ms. Dee Browder of this office. Mr. Price and Ms. Browder were accompanied by you.
Generally the inspection revealed that the sewer collection system is being properly operated and maintained.
However, there were some deficienciesnoted that are set forth under "Additional Comments" in the attached
inspection report.
The Town needs to take action to correct the noted deficiencies. It is requested that you respond to this matter
in writing by no later than August 13, 2001, indicating actions taken to correct the deficiencies. Please address
your response to Mr. Price. An attached copy of the relevant permit shell and excerpts from the regulation applicable
to collection system permitting are attached for your review.
If you have questions regarding this matter, please contact Mr. Price or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Attachments
cc: Stanly County Department of Environmental Health
Non -Discharge Compliance/Enforcement Unit
DP
APTriti
iirDENit
Customer Service
1 800 623-7748
Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
FAX [phone]

NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Richfield
Permittee Contact: Floyd Wilson
ORC Name: Floyd Wilson
24 hr Contact Name: Floyd Wilson
NPDES Permit No.: N/A
Issuance Date: N/A
Expiration Date: N/A
If applicable, SOC Issuance Date: N/A
County: Stanly
Telephone No.: [phone]
Telephone No.: [phone]
Telephone No. : [phone]
WQ: N/A
Issuance Date: N/A
Expiration Date: N/A
Expiration Date: N/A
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
X Collection System Spray Irrigation Sludge
Other
Inspection Summary: (additional comments may be included on attached paj'es)
Is a follow-up inspection "necessary yes X no
Inspector(s) Name(s)/Title(s): Donald R. Price / Environmental Tech. V
Telephone No.:[phone] Fax No.:[phone]
Date of Inspection: July 11,2001
Permittee: Town of Richfield
Facility:
Facility Location:
The Town of Richfield currently owns and operates 9 pump stations. The
following pump stations were inspected on July 11, 2001: No. 7 pump
station, No. 5 pump station, No. 6 pump station, and the Cardinal pump
station.
The No. 7 pump station is located off of Hwy. 49 behind the Food Lion
Shopping Center; the No. 5 pump station is located off of Culp Road; the
No. 6 pump station is located off of Shaver Lane; the Cardinal pump station
is located off of Bell Road and is the largest pump station in Richfield's
sewer collection system.

Town of Richfield
Sewer Collection System
July 11, 2001
Collection System File Review
1 Does DWQ Database indicate repetitive overflows at any point? Yes No N/AD
If yes, is there a corrective action plan? YesZ No N/AD
2. Do records include a map of the collection system? YesZ No❑ N/A❑
3. Are there records of annual visual inspections of all lines not visible from
normal public access? Yes®
Regular visual inspections of high priority areas? Yes
4. Do records indicate that right of ways are maintained to allow access? Yes®
5. Are there areas of regular or scheduled cleaning? Yes
6. Is there a spare parts inventory and list of contractors? Yes®
7. Is the spare parts inventory adequate? Yes®
8. Are maintenance logs up-to-date and include inspections, tests, maintenance? YesZ
9. Is there a trouble log of all problems that include the following information? Yes®
Overflows locations, who responded time/date, action taken, cause of
problem/overflow, and how the problem was resolved.
NoD N/A❑
NoZ N/A❑*
NOD N/AD
NoZ N/AD*
No❑ N/AD
NoD N/AD
No❑ N/AD
No N/AD
10. Does the Town have a Sewer Use Ordinance? Yes❑ No N/AD*
Does it appear the SUO is enforced? Yes NoD N/A®
11. Does the system have any known points of bypass? Yes❑ NoZ N/AD
If yes, describe type of bypass and location. Yes NoD N/A®
12. Do records log pumpstation telemetry/SCADA notifications?
Yes❑ No 'N/AD*
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM FILE REVIEW:
Item No. 3-The Town needs to document regular inspections of the entire sewer collection system.
Item No. 5-The Town needs to develop a regular cleaning schedule for the sewer collection system. The schedule
should allow the town to clean 10% of their system per year.
Item No.12-The Town needs to keep a log of all dialer notifications from the pump stations.
Gravity Sewers
Manholes:
1. Are manholes accessible? Yes® No N/AD
2. Are manhole covers above grade? Yes® NoD N/AD
Visible signs of overflow? Yes❑ No N/AD
Sinkholes or depressions? Yes❑ No N/AD

Town of Richfield
Sewer Collection System
July 11, 2001
3. Are manhole covers missing or improperly seated? Yes No N/AD
4. Are manholes in need of repair? Yes No® N/AD
Due to normal wear and tear? Yes No N/AD
Due to vandalism? Yes!: No N/AD
5. Are inverts in need of repair? Yes No N/AD
6. Is there evidence of collection system deterioration? Yes❑ No® N/AD
7. Is flow visibly restricted in pipe or manhole? YesD No N/A❑
8. Is there an excessive amount of grease? Yes NoZ N/AD
Roots? Yes❑ No N/AD
Sand? Yes❑ No N/AD
9. Is there evidence of submergence of vents? Yes❑ No N/AD
10. Are bypass structures or pipes visible in manhole? Yes NoZ N/AD
Lines/Right-of-Ways:
1. Are easement, right-of-ways, in need of mowing or clearing? Yes❑ NoZ N/AD
2. Are sink holes or depressions observed above line? Yes No / 1 N/A❑
3. Is there evidence of leakage or seepage from the line? Yes No N/AD
4. Are there areas of exposed line? Yes® No❑ N/AD
Are exposed lines constructed of piping other than ductile iron or comparable? Yes❑ No N/AD
5. Are stream/ditch crossings and aerial supports in need of repair? Yes❑ No N/AD
6. Are right-of-ways being used for roads? Yes❑ No N/AD
7. Do lines show evidence or history of damage? Yes No N/AD
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM GRAVITY SEWERS
REVIEW : None.
Pump Stations/Siphons
1. Are any pump station/siphon sites difficult to access? YesE No N/AD
2. Does general housekeeping need improvement? Yes❑ No N/AD
3. Are there any missing pumps? Yes❑ No N/AD

Vof Ranlo
Sewer Collection System
June 18, 2001
4. Do wet wells/siphons have accumulations of debris that could potentially
affect the operation of the unit? Yes NoZ N/A❑
5. Does the first manhole up line from the pump station or siphon show signs
of backup, overflow, debris originating from the line? Yes No N/A❑
6. Are there any floats/controls for pumps, alarms or alternators that does
not work? Yes No N/A❑
7. Did high water alarms fail to work when tested? Yes❑ No N/A❑
8. Did ORC fail to produce maintenance log? Yes No N/A❑
9. Is telemetry/SCADA present? Yes® No N/A❑
Operable? Yes® No❑ N/A❑
10. Are backflow devices in place and operable? Yes® No❑ N/A❑
11. Where necessary are air relief valves present and operable? Yes® No❑ N/A❑
12. Are standby generators present? Yes® No❑ N/A❑
Operable? Yes® No❑ N/A❑
Is fuel tank full? YesZ No❑ N/A❑
13. Is there a 24 hr notification sign? Yes® No❑ N/A❑
14. Is public access limited? Yes® No❑ N/A❑
15. Is there any bypass mechanism present? Yes❑ No N/A❑
16. Any signs of overflow at the station/siphon? Yes❑ No N/A❑
17. Is there chemical addition present? Yes❑ NoZ N/A❑
❑ Odor control
❑ pH control
❑ Other, explain
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM PUMP STATION/SIPHON
REVIEW : None.

December 6, 2007
The Honorable Wade L. Barbee, Mayor
Town of Richfield
138 North NC Hwy 49
PO Box 158
Richfield, North Carolina 28137-0158
Dear Mayor Barbee:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
RECEIV
DEC 10 2001
NC DENR MRO
DWQ-Surface Water Protection
SUBJECT: Request for Additional Information
Town o
Permit Applications o:
A review of the plans and specifications in support of the permit application package has
been completed by the Construction Grants and Loans Section (CG&L). The continents
resulting from this review are being transmitted directly to your engineer for clarification and
resolution; a copy is attached for your reference. Our goal is to issue the Wastewater Collection
Permit as soon as possible. If a complete response is not received within 30 days, the application
and supporting information will be returned.
Upon receipt of satisfactory responses from your engineer to our comments, the review of
the plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact Adrian Eaton, State Project Review Engineer, at [phone].
Sincerely,
d'eg)
Cecil G. Madden, Jr., a..F./ Supervisor
Construction Grants and Loans Section
Design Management Unit
ae/dr
Attachment
Cc: Stephen Chambers, P.E., Chambers Engineering, P.A., PO Box 1726, Albemarle, NC 28002
OQ. Nth iesv>ll t;Regional Offices meek 3roawdder
Cecil G. Madden Jr., P.E.
Permit Application File WQ0032390
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarolina
Naturally

Construction Grants & Loans Section
Design Management Unit
'.County of Stanly
Town 'of 1ichfield Low Pressure Sewer
Permit No. WQ0032390
Request for Additional Information
aI
s
'General,
1. Provide the watershed classification Form WSCA 10/99 signed by the Regional Office.
2. Provide.the,co.rrectvolume of storage in the wet wells above the pump -on in the
._:: application, Fount PSSA 10/99 V (3). The volume above the pump -on level used in the
reliability; calculations. does, not correspond to the value entered on the application.
3. Provide flow acceptance letters from th
aLo7PRral iVIZI;: Staff 1rto iity, ar�d Cagy
4. Provide any flow -monitoring requirements to be required as a result of the project's
tributary flow into the existing 4-inch FM.
Calculations:
1. The power outage documentation is required when using the alternative to providing 24
hours storage for the reliability requirements. Please provide the necessary
documentation.
2. Provide the downstream gravity sewer evaluation engineering calculations. Provide
clarification for the downstream gravity flowing directly into the WWTF
3. Provide hydraulic modeling scenario with pumps 1, 2, 3, 4, 5, 9, and 12 turned on.
Specifications
1. Include, in the specifications, that detector tape saying "sewer pipe below" will be laid
over the sewer pipe accordingly.
2. Provide detailed hydrostatic testing procedures.
3. Provide detailed leakage testing procedures.
Plans
1. With regards to sheet 6:
a. Provide a table identifying the pump station, the top of the wet well elevation, the
pump type, and the lot layout.
b. The wet well installation shows an upstream ventilation pipe on the wet well inlet
pipe. The wet well local ventilation is sufficient. Please clarify.
1

Pr
2. With regards to sheet 3, clarify that the required minimum separation between the sewer
and storm pipes is 24 inches.
3. Provide electrical schematic for the pump controls.
4. Provide details for both sewer crossing storm pipe and sewer crossing water pipe.
5. Provide, in the specifications and the plan sheets, that the ventilation screen be made out
of SS or anti -corrosive material.

W ATF
n ;
•
February 26, 2008
The Honorable Wade L. Barbee, Mayor
Town of Richfield
138 North NC Hwy 49
Richfield, North Carolina 28137
Dear Mr. Barbee:
North Ca
Michael F. Easley, Governor
le:r H. tor
Division of Water Quality
FEB 28•2nn,8
NC DENR MRO
DWG -Surface W e Protection
Subject: Permit No. WQ0032390
Town of Richfield
Low Pressure Sewer Extension
Stanley County
In accordance with your Permit application received October 23, 2007, and additional
information received by the Division, we are forwarding herewith Permit No. WQ0032390 dated
February 26, 2008, to the Town of Richfield for the construction and operation of the subject
wastewater collection system.
This Permit shall be effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
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.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Construction Grants & Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One set of approved plans and specifications is being forwarded to you.
NorthCarolina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterouality.orq 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. Wade L. Barbee
February 26, 2008
Page 2
If you need additional information concerning this matter, please contact Adrian Eaton at (919)
715-3283 or Ken Pohlig, Ph.D., P.E., Acting Supervisor at [phone].
Sincerely,
(9 Z,e-eL-4-e-u-ee
Coleen H. Sullins
ae/kp
cc: Stanley County Health Department
Ken Pohlig, Ph.D., P.E., Acting Supervisor
Daniel M. Blaisdell P.E.
Adrian Eaton
Mooresville Reg: on� a dffi el, Water Quality Section (Permit NC0024244)
Stephen Chambers, P.E., Chambers Engineering, PA, PO Box 1726, Albemarle, NC 28002
Permit Application File WQ0032390

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
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
TOWN OF RICHFIELD
Stanley County
FOR THE
construction and operation of approximately 120 linear feet of 1.5-inch pressure sewer pipe,
approximately 1,115 linear feet of 2-inch pressure sewer pipe, a pressure sewer collection system
consisting of 8 simplex pump stations, on -site audible and visual high water alarms, to serve 8
three bedroom residential homes as a part of the Town of Richfield Low Pressure Sewer
Expansion, and the discharge of 2,880 GPD of collected wastewater into the City of Albemarle
WWTF (NC0024244) pursuant to the application received on October 23rd, 2007, and
subsequent -additional information received by the Division, and in conformity with the project
plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this 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 facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is 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 Peruiittee 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
.0400. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2T .0400:
(a) The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards.
(b) A map of the sewer system shall be developed and actively maintained.

Mr. Wade L. Barbee
February 26, 2008
Permit No. WQ0032390
Page 2
(c) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response shall
be developed and implemented.
(d) Pump stations that are not connected to a telemetry system (i.e., remote alarm system)
shall be inspected by the permittee or its representative 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 sewers shall be inspected by the permittee or its representative at least
once every six -months and inspections are documented.
(t) A general observation by the permittee or its representative of the entire sewer system
shall be conducted at least once per year.
(g) Overflows and bypasses shall be reported to the appropriate Division regional office
in accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as
required by G.S. 143-215.1C.
(h) A Grease Control Program shall be established as follows:
(i) For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of educational materials for both
commercial and residential users and the legal means to require grease
interceptors for new construction and retrofit, if necessary, of grease
interceptors at existing establishments. The plan shall also include legal means
for inspections of the grease interceptors, enforcement for violators and the
legal means to control grease entering the system from other public and
private satellite sewer systems.
(ii) For privately owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of grease education materials to users of
the collection system by the permittee or its representative.
(iii) Grease education materials shall be distributed more often than required in
Parts (i) and (ii) of this Subparagraph if necessary to prevent grease -related
sanitary sewer overflows.
(i) Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.
(j) Documentation shall be kept for Subparagraphs (a) through (i) for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
4. The sewage and wastewater collected by this system shall be treated in the City of Albemarle
WWTF (NC0024244) existing sewerage system prior to being discharged.
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.

Mr. Wade L. Barbee
February 26, 2008
Permit No. WQ0032390
Page 3
6. Construction of the sewers, pump station(s) and force main 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.
7. A.copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the wastewater collection facilities.
8. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Construction Grants & Loans
Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's
Certification Form is attached.)
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) having jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in
1.5A NCAC Chapter 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. The Permittee shall provide for the pump station and force main the following items:
(a)
Pump Station Reliability:
(i) Pump stations, except when exempted by Subparagraph (j)(2) of 15A NCAC
02T.0305, shall be designed with multiple pumps such that peak flow can be
pumped with the largest pump out of service.
(ii) A standby power source or pump is required at all pump stations except for
those pump stations subject to Subparagraph (j)(2) of 15A NCAC 02T.0305.
Controls shall be provided to automatically activate the standby source and
signal an alarm condition.
(iii) As an alternative to Part (ii) for pump stations with an average daily design
flow less than 15,000 gallons per day as calculated using 15A NCAC
02T.0114, a portable power source or pumping capability may be utilized. It
shall be demonstrated to the Division that the portable source is owned or
contracted by the pennittee and is compatible with the station. If the portable
power source or pump is dedicated to multiple pump stations, an evaluation of
all the pump stations' storage capacities and the rotation schedule of the
portable power source or pump, including travel tirneframes, shall be provided
in the case of a multiple station power outage.

Mr. Wade L. Barbee
February 26, 2008
Permit No. WQ0032390
Page 4
(iv) As an alternative to Part (ii) for pump or vacuum stations connecting a single
building to an alternative sewer system, wet well storage requirements shall be
documented to provide 24-hours worth of wastewater storage or, exceed the
greatest power outage over the last three years or the documented response
time to replace a failed pump, whichever is greater. Documentation shall be
required pursuant to the permit application.
(v) All pump stations designed for two pumps or more shall have a telemetry
system to provide remote notification of a problem condition to include power
failure and high water alarm.
(vi) High water audio and visual alarm.
(b) Pump stations shall have a permanent weatherproof sign stating the pump station
identifier, 24-hour emergency number and instructions to call in case of emergency.
Simplex pump or vacuum stations serving a single-family residence shall have a
placard or sticker placed inside the control panel with a 24-hour emergency contact
number.
(c) Screened vents for all wet wells.
(d) The public shall be restricted access to the site and equipment.
(e) Air relief valves shall be provided at all high points along force mains where the
vertical distance exceeds ten feet.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those that may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North Carolina
Sedimentation Pollution Control Act.
14. If applicable, the Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and is made a condition
of this Permit. Noncompliance with the terms of the Operational Agreement may
subject the Permittee to an enforcement action by the Division in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C. A copy of the Articles of
Incorporation, Declarations, and Bylaws that have been properly filed shall be
submitted with the engineer's certification prior to operation.
15. Any abandoning of the existing facilities must be done in accordance with the requirements
of the Division of Water Quality's Mooresville Regional Office.
16. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member 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:

Vade
L. Barbee
y 26, 2008
No. WQ0032390
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this 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. Per Condition I(2), 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.
17. The Permittee shall maintain on hand for immediate installation a supply of spare, fully
operational pump units of each type used in the pressure sewer system. The number of
pumps on hand shall not be less than 10 percent of the number of installed units or one unit,
whichever is greater.
18. Each pump station shall be clearly and conspicuously posted with the telephone number of
the owner/operator of the pressure sewer system and instructions to call the number in the
event of high water alarm activation.
Permit issued this the 26th Day of February 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. WQ0032390

PWade L. Barbee
Permit No. WQ0032390
Issued February 26, 2008
ENGINEER'S CERTIFICATION
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 low pressure sewer collection system serving 8 three bedroom residential
homes as a part of the Town of Richfield Low Pressure Sewer Expansion, located in Stanley
County, hereby state that to the best of my abilities, due care and diligence was used in the
observation of the following construction:
approximately 120 linear feet of 1.5-inch pressure sewer pipe, approximately 1,115 linear feet of
2-inch pressure sewer pipe, a pressure sewer collection system consisting of 8 simplex pump
stations, on -site audible and visual high water alarms, to serve 8 three bedroom residential homes
as a part of the Town of Richfield Low Pressure Sewer Expansion, and in conformity with the
project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
Mail this Certification to: DENR/DWQ
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, North Carolina 27699-1633.
Note: If the wastewater collection permit was issued to a private entity under an
Operational Agreement with the Environmental Management Commission, then a
copy of the Articles of Incorporation, Declarations, and Bylaws that have been
properly filed with the applicable County's Register of Deeds shall be submitted
with this certification.

Michael F. Easley(>j:overnor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 5, 2006
Mr. Wade L. Barbee, Mayor
Town of Richfield
138 North NC HWY 49
Richfield, NC 28137
Subject: Permit No. WQ0030067
Sanitary Sewer Expansion
Town of Richfield
Wastewater Collection System Extension
Stanly County, North Carolina
Dear Mr Barbee: •
In accordance with your application received on March 7, 2006, we are forwarding herewith
Permit No. WQ0030067, dated April 5, 2006, to the Town of Richfield for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the 'appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A 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.ncwaterqaulity.com Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Noce hCarolina
7atura!!y

arbee
age 2
April 4, 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
Town of Richfield for the construction and operation of approximately 3,500 linear feet of 4-inch force
main and a 125 gallon per minute pump station with duplex pumps, on -site audible and visual high
water alarms, and an on —site generator as part of the of the Sanitary Sewer Expansion project, and the
discharge of 0 gallons per day of collected domestic wastewater into Union County's existing sewerage
system, pursuant to the application received March 7, 2006, and in conformity with 15A NCAC 2H
.0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, "1996, as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data "subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system will be tributary to the City of Albemarle's
WWTP (NPDES No. NC0024244) 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,
i'
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024244)
Stephen Chambers, Chambers Engineering, PA
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1,, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
•
•
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided. in 15A-NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 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 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
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 I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 4th day of April 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
40,
for Alan W. Klimek!P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030067
3

t Track En • ineerin • Certification
Permit No. WQ0030067
April 4, 2006
Complete and submit this form to the.permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are 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 Sanitary Sewer
Improvements, a Stanly County project for the Permittee, hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

State of North Carolina
Department of Environment and Natural Resources
J41,,; , „ Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY -SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
'C
INSTRUCTIONS: Indicate that you have-,incl,uded theifoIlowing list of required application package items by checking the
space provided next to each item. Failure to submit'all'4-equired items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated Tess than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
® VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
INSTRUCTIONS FOR FORM FTA 02/03

. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used.. Send the project application on Form PSFMGSA 10/99 to -the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Asheville,
Asheville, North Carolina 28801
ille,251N 08
(828)(828) 251-61522Fax
Avery, Buncombe, Burke, Caldwell,
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon, Madison,
McDowell, Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
(910). 486-1541
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford,
Hyde, Jones, Lenoir, Martin, Pamlico,
Pasquotank, Perquimans, Pitt, Tyrrell,
Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional
Office
585 Waughtown Street
Winston-Salem, North Carolina
27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell,
Davidson, David, Forsyth, Guilford,
Rockingham, Randolph, Stokes, Surry,
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/ndpu/
INSTRUCTIONS FOR FORM FTA 02/03

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! • Application Number: j,tQc
/ w
11. Owner:
r1 a. The Town of Richfield
1 Full Legal Name (company, municipality, HOA, utility, etc.) -
1 —
Z ll b. Wade L. Barbee, Mayor
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Qj1 c. The legal entity who will own this system is:
■ Individual ■ Federal ►1 Municipality
■ State/County ■ Private
Partnership ■ Corporation • Other (specify):
E
Ce 1 d. 138 North NC Hwy 49
Ile. Richfield
0 Street Address City
LL
Z 11f. NC 1g. 28137
Z , State I Zip Code
11 h. 704-463-1308 I1 i. lj.
H Telephone 1 Facsimile 1 E-mail
() 12. Project -(Facility) Information:
a2a. Sanitary Sewer Expansion 2b. Stanly
a Brief Project Name (permit will refer
3. Contact Person:
to this name) County Where Project is Located
Q 3a. Stephen G. Chambers
Name and Affiliation of Someone Who Can Answer Questions About this Application
i3b. 704-984-6427 13c. [e-mail]
' Phone Number E-mail
(of an existing permit)
If Modification, Permit No.:
;1. Project is ►1 New • Modification
'2.
to Item 2(a))
Owner is ►1 Public (skip to Item B(3)) • Private (go
2a. If private, applicant will be:
church, single office, etc.)
etc. - skip to Item B(3))
- go to Item B(2b))
' 2b. If sold, facilities owned by a (must choose one)
1
■ Retaining Ownership (i.e. store,
■ Public Utility (Instruction III)
• Leasing units (lots, townhomes,
• Homeowner Assoc./Developer (Instruction IV)
■ Selling units (lots, townhomes, etc.
Z .3. City of Albemarle
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
F—
5 ;4a. Albemarle WWTP ;4b. NC 0024244
2 Name of WWTF WWTF Permit No.
0 15a. Town of Richfield
5b. 8"
5c. WQ0002637
LL Owner of Downstream Sewer
Z
Receiving Sewer Size
Permit Number of Downstream Sewer
. The origin of this wastewater is (check all that apply):
100 % Domestic/Commercial
2 • Residential Subdivision • Car Wash
W. ■ Apartments/Condominiums • Institution
O. IIIMobile Home Park • Hospital
% Industrial
• School • Church
m , • Restaurant • Nursing Home
% Other (specify):
►1 Office
■ Other (specify):
7. Volume of wastewater to be permitted in this project: 0 gallons
per day
8. If the permitted flow is zero, indicate
why:
is subsequent permits
in Permit No. WQ0002637
that connect to this line
flow expected
• Interceptor Line - Flow will be permitted
►/ Flow has already been allocated
• Rehabilitation or replacement of
existing sewer with no new

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 2
1 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).
1 10. Summary of Sewer Lines to be Permitted (attach
additional sheets if necessary)
Length (feet)
Size (inches)
Gravity or Force Main
(pull down menu)
4"
3500
Force Main
Gravity
r
0
Gravity
LIJ —
M
I—
Gravity
Gravity
Z j
0 — 1
V
Gravity
Gravity
Z ENTER TOTAL LINE LENGTH IN MILES) 0.66
I
Q11. Summary of Pump Stations to be Permitted
_
(attach additional sheets as necessary)
Power Reliability Option
Operational Point (dual line feed, permanent generator,
GPM @ TDH portable generator, wet well storage)
2 i
r Location ID Design Flow
0 (as shown on plans) ; (MGD) 1
LL
Z
1 0.0 08. 125 @ 60 generator
E NA
IX
LLI NA 1
12. Does the sewer system comply with the Minimum
m Mains (latest version), the Gravity Sewer Minimum
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
pertinent minimum design criteria or regulation and indicate why a
OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
► Yes • No If no, please reference the
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS
:13. Have the following permits/certifications been
Wetland/Stream Crossings - General Permit
Sedimentation and Erosion Control Plan?
Stormwater?
submitted for approval?
or 401 Certification? • Yes • No ►/ N/A
■ Yes • No ►1 N/A
/1 N/A
■ Yes • No

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
i
z ;
0
Q
0
LL
(i)
JLocation
-I
CI1-----------
_
LL
LLI
I—
V
1. Use the Division's
(FAST -TRACK
necessary). This
- regional office (see
guidance document
SEWER SYSTEMS)"
document is available
instructions for addresses)
Classification is not
AND
entitled, "DETERMINING
to collect and record
from our web site or
OR indicate
needed because all
needed because the
near a Class C down
County
Stanly
STREAM CLASSIFICATIONS FOR
the stream classification data below (attach
by contacting the appropriate Division of
the following:
parts of the project are at least 100 feet away
FORM FTA 02/03
additional sheets as
Water Quality
from any down
as a power
Waterbody
Classification
1— WS-IV
-- -----
• A Watershed
slope waterbody;
Classification is not
for any pump station
— -i
Name of
Waterbody
I Curl Tail Creek
design does not depend on wet well storage
slope waterbody.
• A Watershed
reliability option
ID
on Map
1
Waterbody Stream
River Basin Index
Yadkin 12-129-2-1
--------- -
J
1
topographic map
as required in Instruction
is provided!
, Submit the 8.5" x 11"
VI regardless of whether a classification
CO
Z
0
I—
Q
V
LL
I.:.
Ce
UJ
0
•
CI
1. Applicant's Certification:
I attest that this application for Sanitary Sewer Expansion 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 143-215.68, 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, 0000'per violation.
1 a. dtr'l f' A -Yon _ /'f% ` 0 c
Signing Official
2. Professional Engineer's
/ attest that this
accurate, complete
documentation
been prepared
adopted February
Mains adopted
; portions of this
signature and seal
Note: In accordance
statement, representation,
fine not to exceed
2a. Stephen G. Chambers,
Signature
f
Sewer Expansion has been reviewed
the information in the engineering plans, calculations, and all other
I further attest that to the best of my knowledge the proposed
applicable regulations, Gravity Sewer Minimum Design Criteria
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
watershed classification in accordance with Division guidance. Although
have been developed by other professionals, inclusion of these
reviewed this material and have judged it to be consistent with
Statutes 143-215.6A and 143-215.6B, any person who knowingly
in any application shall be guilty of a Class 2 misdemeanor
civil penalties up to $25,000 per violation.
%wiggle/gee
4' .(' ¶
Date
by me and is
supporting
design has
for Gravity Sewers
and Force
certain
materials under my
the proposed design.
makes any false
which may include a
/ #*
0:4
:- w
: CD"
: W
O '
��
& Date
Certification:
application for Sanitary
and consistent with
to the best of my knowledge.
in accordance with the
12, 1996, and the
June 1, 2000 and the
submittal package may
signifies that I have
with NC General
or certification
$10,000 as well as
PE
R•f
Professional Engineer Name /=O .•••
2b. Chambers Engineering, PA •,
Engineering Firm = SEAL
g - F 17943
2c. PO Box 1726
Address ��A'S►••• NHQIN�;`Q.•'i��a.�
2d. Albemarle [2e. NC ,2f. 28002 ��i�N •••••••
�4rfogRArtt.t
City
State Zip
,2h. 704-984-6428 ,2i. [e-mail]
r2g. 704-984-6427
Telephone 1 Facsimile E-mail , Seal, Signature

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DRAWN BY: sgc
_
Chambers Engineering, PA
129 North First St., Albemarle, NC 28001 704-984-6427
DATE: 1/06
DWG. NO.:
APPROVED BY:
Town of Richfield
Sanitary Sewer Expansion
1 of 1

YADKIN RIVER BASIN
Name of Stream
Subbasin Stream Index Number Map Number Class
Coddle Creek YAD11 13-17-6-(0.5) E15SE6 WS-II HQW
Coddle Creek YAD11 13-17-6-(5.5) F16NW5 C
Coddle Creek, including water supply reservoir YAD11 13-17-6-(1.5) E16SW7 WS-II HQW CA
for Concord)
Cody Creek YAD02 12-63-14 B16NW7 C
Cody, Creek YAD04 12-103-(0.3) D16SE3 C
Cody Creek YAD04 12-103-(0.7) D16SE3 WS-IV
Coffey Branch YAD01 12-16 C12SE8 C Tr
Cold Water Creek YAD12 13-17-9-4-(0.5) E16SE8 WS-IV
Cold Water Creek YAD12 13-17-9-4-(1.5) F16NE2 C
Cold Water Creek (Lake Fisher) YAD12 13-17-9-4-(1) E16SE8 WS-IV CA
Coldwater Branch YAD14 13-17-28 G17NE5 C
Colemans Creek YAD10 13-27-(1) G19SE1 WS-IV
Colemans Creek YAD10 13-27-(2) G19SW6 WS-IV CA
Coley Branch YAD13 13-17-31-1-2 F18NW7 C
Cook Branch YADO1 12-10-1 C12SE4 C Tr
Cook Branch YADO1 12-24-3-1 C12NE5 B Tr ORW
Cook Branch YAD01 12-46-2-2-4-1 B14NW8 C Tr ORW
Cooks Creek YADO2 12-63-11-1 B16NW5 C
Cool Branch YAD07 12-119-5-4 D18NW6 WS-III
Cool Spring Branch YAD14 13-17-40-9 H17NE7 WS-V
Coon Lake and Skilpot Lake YAD02 12-92 D17NW3 WS-IV
Coopers Creek YAD14 13-17-38 G18NW4 C
Corning Pond YAD16 13-39-12-2 H2ONW5 WS-III
Corpening Branch YADO1 12-19-11-5 C12SE3 C Tr
Cove Branch YAD01 12-19-14 C12SE6 C Tr
Cove Creek YADO1 12-46-2-2-3 B14NW8 C Tr ORW
.Cowpens Branch YAD14 13-17-40-4-2 4H17NW7 WS-V
Cox Pond YAD16 13-39-12-11-3 H2ONW7 C
Cranberry Creek YAD02 12-84-2-3 C15NE6 WS-III
Crane Creek YAD04 12-115-(2) E17SW4 C
Crane Creek (Happys Lake) YAD04 12-115-(1) E17SW4 B
Cranes Branch YAD10 13-20-11 G18SW8 C
Cribs Creek YAD14 13-17-37 G17SE6 C
Crisco Branch YAD14 13-17-27 G17NE7 C
Crooked Creek YAD12 13-17-20 G16SE2 C
Crooked Creek YAD16 13-48 H2OSW5 B
Crooked Run Creek YADO2 12-77-4 B17SE7 WS-IV
Crow Creek YAD09 13-2-15 E18SE9 C
Crozier Branch YAD11 13-17-8-2 F16SW8 C
Crystal Lake YAD04 12-94-7-6 C17NE8 C
Cub Creek YADO1 12-41 C14SW6 C
Cub Creek YAD05 12-102-13-4 D17NW1 C
Cuddybum Creek YAD07 12,-119-2 C18SE8 WS-III
Cullys Branch YAD06 12-108-7 D14SE3 WS-IV
Culpepper Creek YAD10 ,13-20-15-2 H18NE1 C
Cumcumber Creek YAD14 13-17-26-1 G17NE1 C
Curl Tail Creek YAD08 12-129-2-(1) E17SE8 WS-IV
Curl Tail Creek YADO8 12-129-2-(2) F18NW1 WS-IV CA
Dalton Pond YADO4 12-94-7-1-1 C18NW7 C
Danbury Creek YAD02 12-77-3 B17SE4 WS-IV
Darnell Creek YADO1 12-40-4-3 B13SE2 WS-II Tr HQW
Davenport Creek YAD02 12-63-18 B16SW8 C
Davids Creek YADO8 13-10-(1) F1BSW9 WS-IV
Pag 6 of 27

Central Files: APS SWP
04/05/06
Permit Number WQ0030067 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
0.
Facility
Facility Name
Sanitary Sewer Expansion
Location Address
Owner
Major/Minor Region'
Minor Mooresville
County
Stanly
Facility Contact Affiliation
Owner Name Owner Type
Town Of Richfield Government - Municipal
Owner Affiliation
Wade Barbee, Mayor.
138 N NC Hwy 49
Richfield
Dates/Events
NC 28137
Orlg Issue
App Received Draft Initiated
03/07/06
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Re uested/Received Events
Commercial or industrial, other Additional information requested
. Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

****************w

Chambers Engineering, PA
1/23/2006
NCDENR, Mooresville Regional Office
Attn.: Ms. Dee Browder
610 East Center Ave.
Mooresville, NC 28115
Re: Town of Richfield
Fast Track Non -Discharge Permit
Dear Ms. Browder:
OEPT. s r:
AND NATURAL PESaURCE
py
JAN 2 4 2006
On behalf of The Town of Richfield I am submitting herein an application package for a Non -
Discharge permit in association with the above referenced project. This application includes
the requested permitting of 3,500 linear feet of 4" sanitary force main, one (1) duplex pump
station and associated appurtenances.
This application is being submitted under the Fast Track Application process utilizing form
FTA 02/03.
On behalf of the Town of Richfield I would like to extend my appreciation for your time and
efforts in this matter.
Sincerely,
Stephen G. Chambers, PE
President
Attach: Permit Package (2 copies)
cc: Wade Barbee, Town of Richfield
P.O. Box 1726 — 129 N. First St. — Albemarle, NC 28002 — 704-984-6427

�06 02:16p
F wArF9..
DWQ PERCS UNIT
919-733-0059 p.l
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
FACSIMI
E
TO: Dee Browder
FROM:
Marie Doklovic, PE
FAX #: MRO
PHONE: [phone] x 371
PAGES (INCL COVER):
7
DATE:
February 22, 2006
COMMENTS:
As requested.
Nor thCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Telephone [phone] Fax [phone]
Internet http://h2o.enr.nc.state.us/ndpu
An Equal Opportunity Action Employer
50% recycled/I 0% post -consumer paper

02:17p DWQ PERCS UNIT 919-733-0059 p.2
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
rl
James G. Martin, Governor George 1. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
September 12, 1991
Mir. . Luther Barringer, Councilman_
Town of Richfield
P. O. Box 158
Richfield, North Carolina 28137
cn
0
SUBJECT: Town of Richfield
Permit No. WQ0002637
Pressure Sewer Collection
& Transportation System
Project No. C370797-01
Stanley County
Dear Mr. Barringer:
In accordance with your application received November 6, 1989, we
axe -forwarding herewith Permit No. WQ0002637 dated September 12,
1991, to the Town of Richfield. for the construction and operation of
the subject wastewater collection facilities.
This permit shall be effective from the date of issuance until
rescinded, and shall ,be subject to the conditions and limitations as
specified therein. •
If any parts, requirements, or -limitations contained in this
permit are unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (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 Adirdnistrative Hearings, P. U.
Box 11666, Raleigh, N. C. 27604. Unless such demands are made, this
permit shall be final and binding.
One (1) set of final approved plans and specifications is to be
forwarded to you, one (1) set retained for the Environmental Protection
Agencv (EPA).
A copy of the approved plans. and specifications shall be maint.zir.-
ed on file by the Cleaner for the life. of the project.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Eaual Opportunity Affirmative Action Employer

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02:17p DWQ PERCS UNIT 919-733-0059 p.4
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett. Ph.D.
Wiliam W. Cobey, Jr., Secretary Director
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT CO OMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
RALEIGH
P E RM I T
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
Town of Richfield
Stanley County
FOR THE
construction and operation of approximately 12,740 linear feet of
8-inch sewer wi5 manholes; 5,470 linear feet of 6-inch sewer; 7,720
linear feet of 4-inch sewer; 38,930 linear feet of 3--inch sewer; 6,090
linear feet of 2-inch sewer; 16 (8-inch) cleanouts; 215 linear feet of
4-inch sewer service lateral; 6,020 linear feet of 2--inch sewer service
lateral; 209 sewer service connection assanbli_es; 211 (1,000 gallon)
septic tanks; 107, (2-inch through 6-inch) sewer line cleanouts;
Cardinal Estates Pump Station No. 1 with dual 100 -GPM submersible
pumps; Danritch Street North Pump Station No. 2 with dual 30 GPM
submersible pumps; Danritch Street South Pump Station No. 3 with dual
15 GPM pumps; U. S. 52 East Pump Station No. 4 with dual 5 GPM pumps;
Culp Road North Pump Station No. 5 with dual 20 GPM pumps; Culp
Road South Pump Station No. 6 with dual 20 GPM pumps; Parker Lane Pure
Station No. 7 with dual 25 GPM pumps; Lee Street Pump Station No. 8
with dual 60 GPM pumps; Barringer Street Pump Staticr. No. 9 with dual
20 GPM pumps; and 12 sewage air release manhole, assemblies to
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An rim ;al Onnortunity Affirmative Action Employer

02:17p DWQ PERCS UNIT
- 2 -
919-733-0059 p.5
'serve the Town of Richfield and the discharge of 60,000 GPD of
collected residential wastewater into the Albemarle Municipal
Wastewater Treatment Plant,
pursuant to the application received November 6, 1989 and in conformity
with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment,
Health and Natural Resources and considered a part of this permit.
This Permit shall be effective ficxu the date of issuance until
rescinded, and shall be subject to the following conditions and
limitations:
1. This Permit shall become voidable unless the facilities are
constructed in accordance with the approved plans, speci-
fications and other supporting data.
2. This Permit is effective only with respect to the nature and
volume of wastes described in the application and other
supporting data.
3. The facilities shall be properly maintained and operated at
all times.
4. The sewage and wastewater collected by this system shall be
adequately treated in the Albemarle Municipal Wastewater
Treatment Plant prior to being discharged into a receiving
stream.
5. Diversion or bypassing of the untreated wastewater from the
treatment facilities is prohibited..
6. The facilities shall be constructed in accordance with the
requirements of the North Carolina Sedimentation Pollution
Control Act.
7. Construction of the sewers, pump station(s) and force main
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.
8. Failure to abide by the conditions and limitations contained
in 'ibis permit may subject the Pennittee to an enforcement
action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
9. The issuance of this permit does not preclude the PexlLtittee
from complying with any and all statutes, rules, regulations,
or ordinances which nay be imposed by other government
agencies (local, state, and federal) which have jurisdiction.

02:17p DWQ PERCS UNIT
- 3 -
919-733-0059 p.6
10. The Permittee shall provide for the lift stations and force
main the following items:
a. Pump on/off elevations located so that 2-8 pumping
cycles may be achieved per hour in the pump station.
b. An air relief valve located at all high points along the
force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of
the flooring and sidewalis.
e. Three feet of cover (ndrdmxirn) over the force main or the
use of ferrous material where three feet cannot be
InaintA i tied .
f. Sufficient devices which will protect the punip station
from vandals.
g. Flood protection if the pump station is located below
the 100-year flood elevation.
11. NONCOMPLTANCE NOTIFICATION:
The Permit;,tee shall report by telephone to the Mooresville
Regional Office, telephone No. [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 render the facility incapable of adequate
wastewater transport such as mechanical or electrical
failures of pumps, line blockage or breakage, etc.
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.
Persons reporting such occurrences by telephone shall also file a
written report in iett'r form within 15 days following first
knowledge of the occurrence. This report must Outline the actions
taken or proposed to be taken to ensure that the problem does not
recur.
Permit issued this the 12th day of Septerfter 1991.
NOFc`I i CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
George T. Et sett, irector
Division of Envir .tal Maragement
By Authority o e EZvironmenta] Management
Comoission
Permit No. WQ0002637

ance
ubject: Richfield Flow Acceptance
From: "Allen, Ray" <[e-mail]>
Date: Tue, 7 Mar 2006 12:31:56 -0500
To: "Dee Browder ([e-mail])" <[e-mail]>
CC: "Steven Chambers ([e-mail])" <[e-mail]>
Ms. Browder, this is to confirm that the City of Albemarle hereby accepts wastewater flows in the amount of 3,500
gallons per day for the proposed Town of Richfield's project entitled "Sanitary Sewer Expansion to serve Galloway
4 Wheel Drive Center".
Thank you for your attention in this matter.
If I can provide further information or assistance, please advise.
Raymond I Allen
City Manager
P.O. Box 190
Albemarle, N.C. 28002
704.984.9408 (Tel)
704.984.9406 (Fax)
rallenAci.albemarle. nc. us
www.ci.albemarle.nc.us
1 of 1 4/3/2006 11:52 AM

JAMES.S.`HUNTJ 1.
,.OVERNOR
WAi MODE
SECRETARY
The Honorable Floyd S. Wilson
Mayor of the Town of Richfield
Post Office Box 158
.*it Richfield, North Carolina 28137
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
August 10, 1999
Subject: Sewer Collection System Evaluation
and Spill Response Plan Evaluation
Town of Richfield
Stanly County
Dear Mayor Wilson:
Attached are the Sewer Collection System Evaluation and Sewage Spill Response
Evaluation forms. Since the Town of Richfield owns/operates a sewage system, it will
be necessary for the Town to complete the forms and return same to this Office.
Should you have any questions regarding this matter, please contact Mr. G. T.
Chen or me at [phone].
�, � 0 Attachments
..,�
.- , = :_ gtc
r .. ', ^
ajr
Sincerely,
,v.
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
-10
919 NORTH MAIN STREET, Mo0RESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10`Yo POST -CONSUMER PAPER

rPeOPERATION & MAINTENANCE EVALUATION
rmitee 1 eJJ 0� kikRe k Permit Number County
1. Is staff designated full-time for collection system operation/and maintenance? Yes V 'No
2. Do you have a list of 24 hour contacts? Yes V No (If Yes, please attach)
3. Do you have an emergency equipment list? Yes No ✓ (If Yes, please attach)
4. Staff distribution/time allocation:
Collection System (incl. part-time)
Pump Stations
I/1 Correction
5. Are map(s) of the collection system available? Yes
6. Total number of pump stations:
Number
employed
V No
Total staff
hours/week
7.0
20
0
(Please complete a Pump Station form for each station.)
7. Is a preventive maintenance program in effect? 1. Yes
If yes, does it include: .
a. Maintaining logs/records 1../c'es No
(maintenance, inspection, etc)
b. Trouble log (equipment/system malfunctions) Yes ✓No
c. Establishing schedules ✓ Yes No
d. I/1 evaluation Yes 1,./.--No
e. Manhole inspection Yes ,....---1\lo
f. Sewer cleaning program Yes ✓No
g. Hydrogen sulfide monitoring and control es A/NO
h. Lift station operation ,Yes No
i. Easement/right-of-way maintenance ✓ s No
j. "Walking" or visual observation of lines Yes No
k. Spare parts inventory 1/ Yes No
No (If Yes, please attach)
8. le se des rib- what type of ongoing inspection program for the collection system eists.
f
9. Please describe the schedule for line cleaning.
10. Is there a sewer use ordinance? ./Yes _ No. Is there a grease ordinance? Yes IA(Jo
If yes, please identify the responsible party for ensuring the ordinance(s) is enforced.
/ (name/agency).
11. Please describe any sewer use ordinance enforcement practices that exist.

Permitee
SPILL RESPONSE PLAN EVALUATION
emit Number
11 County 6_ 40,.E l V
1. Do you have a current 2our contact list which includes phone numbers of key personnel and/or
contractors? V Yes No (If Yes, please attach)
2. Do you have an equipment list which includes what functional equipment is available and where it is
located? Yes b/ No (If Yes, please attach)
3. Do you have the staff resources to made an on -site assessment of a spill with in one hour of
notification of the spill? ✓ Yes No (If No, please explain below)
4. Please list your standard spill response procedures: Lf / /J0O 4�
(4_ /..�
0
I4) r�
5. Is your spill response.plan readily availableto.all essential personnel? - Yes No
If No, please explain why:
6. Are all •ess n ial personnel familiar with the spill response plan and clearly understand its contents?
Yes No
If No, please explain why:

TOWN OF MCI
FIELD
P® ]BOX 158
Richfield, North Carolina 28137
Phone # 7O4-4634308
Fax # 7O4-4634408
List of Contacts for sewer repair work
own Personnel
Wale arlbee
Terry Almond
Contraets/Yearly.
704-463=1308 704-4
7O4-463 745O
634244
Steve Rolbertson 704-463 v927 (tank/line work)
RS Company 7O4=4(s,: '',4 355 (lime repair work)
Al. Lowder Co. 7O4= 984=2892 (pumping service)

PUMP STATION
(Please complete one form for each pump station)
Permitee r) Lff) ( 1cACc-1� mit Number County,
'i
Name of Facility:� �r,i ®� I �� �'�(�contact Person:
Phone Number: / Q L - Lys 3 - ) 2 0
Location of Pump S on:
1. How often is pump station inspected?
once per day twice per day once per week days per week
other (explain)
2. How often is the pump station backup equipment and reliability equipment tested?
I per. month
3. What is the pump station capacity? GPM
Does the pump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? Yes No
If yes, what type: ! Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a portable generator is usetl, how many other pu p stations does the generator serve?
How often is the generator tested? ( - 0 (Mo./yr.)
When was the generator last load tested? Ci((Mo./yr.)
Was the test successful? L/Yes No If(f}o, what action was taken to address?
If no backup power exists, please explain why:
5. Does the pump station have a .working alarm system? 'Yes , No
On site alarm system: '- High water audio alarm High water visual alarm
Other (describe)
TelemetryMonitbring System: .ilk et well high level Wet well low level
ire Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems at -the pump station.
6. Is there spare pump available or an adequate spare parts inventory to replace or rebuild pump?
.Yes No If No, what actions are being undertaken to address?

PUMP STATION
(Please complete one form for each pump station)
Permitee Permit Number County
Name of Facility:1--0ontactPerson:
Phone Number:) () L., — (--1 � (p 3 _ ) o
Location of Pump Station:
3) to Rd,
1. How -is pump station inspected?
ofteonce per day twice per day once per week days per week
other (explain)
2. How often is the pump station backup equipment and reliability equipment tested?
per month
3. What is the pump station capacity?
Does the - mp/station have a flow meter, pump counters or other means to measure flow?
1�n es 1lNo
ryl
4. Does the pump station have a backup power source? .Yes No
If yes, what type:
GPM
l/ Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a portable generator is used, how many other pump stations does the generator serve?
How often is the generator tested? I L71 (`) (Mo./yr.).
When was the generator last load tested? () t.Le 97 (Mo./yr.)
Was the test successful? ✓Yes No If QGb, what action was taken to address?
If no backup .power exists, .please explain why:
6. Does the pump station have a working alarm system? Yes / No
On site alarm system: High water audio alarm High water visual alarm
Other (describe)
Telemetry Monitoring System: % Wet well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe.pump station.
6. Is thera-spare pump available or an adequate spare parts inventory to replace or rebuild pump?
Yes No If No, what actions are being undertaken to address?

Permitee
PUMP STATION
(Please complete one form for each pump station)
Name of Facility:
Permit Number County
ontact Person: wck..C't 13,
Phone Number: 1 () L- L f o 3- 12 0
Location of Pump
\2.t-
tion:
1. How often -is pump station inspected?
once per day twice per day once per week days per week
other (explain)
2. How often is the pump station back up equipment and reliability equipment tested?
I per month
3. What is the pump station capacity? GPM
Does pump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? i Yes No
If yes, what type:
►' Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a portable generator is used, how many other pump stations does the generator serve?
How often is the generator tested? 1 OA cam. lk (Mo./yr.), I
When was the generator last loa tested? c'l LA ) . (Mo./yr.)
Was the test successful? Yes No If No, }vhat action was taken to address?
If no backup power exists, please explain why:
6. Does the pump station have a working alarm system? L/ Yes
/ No
On site alarm system: ►i High water audio alarrn High water visual alarm
Other (describe)
Telemetry Monitoring System:
'NVet well .high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is there pare pump available or an adequate spare parts inventory to replace or rebuild pump?
es No If No, what actions are being undertaken to address?

PUMP STATION
(Please complete one form for each pump station)
Permitee Permit Number County
Name of Facility: �D �r,i D`f1 �� f ���k-contact Person:
Phone Number: 0 - Cl! 3 - ) 2 0
Location of Pump StGt'�on:
-1
1. How often is pump station inspected?
once per day twice per day once per week days per week
other (explain)
2. How often is the pump station back up equipment and reliability equipment tested?
iI per. month
3. What is the pump station capacity? GPM
Does th -pump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? Yes No
If yes, what type:
✓Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a portable generator is used, how many other pump stations does the generator serve?
How often is the generator tested?
When was the generator last Toad tested?
Was the test successful? No
If
(Mo./yr.).
(Mo./yr.)
what action was taken to address?
If no backup power exists, please explain why:
5. Does the pump station have a working alarm system? LYes No
On site alarm system: ✓High water audio alarm High water visual alarrn
Other (describe)
TelemetryMonitoring System: , /Wet well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is th e a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
V Yes No If No, what actions are being undertaken to address?

PUMP STATION
(Please complete one form for each pump station)
Pemiitee Permit Number II ll County
Name of Facility: 0 u�,,i �`� �� f i "Contact Person: LJ r 'd ,r10
Phone Number: 1 f) I I - ( - ) 2 0
Location of Pump Statio •-
\n 9 .kar •5--\--
1. How oft is pump station inspected?
once per day twice per day once per week days per week
other (explain)
2. How often is the pump station back up equipment and reliability equipment tested?
` per. month
3. What is the pump station capacity? GPM
Does pump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? I/ Yes 'No
If yes, what type:
I---'—r,ortable generator which can be moved to site
Standby generator on site
Alternate power feed
If a .portable generator is used, how many o her pump stations does the generator serve?
How often is the generator tested? I ( S2 (Mo./yr.).
When was the generator last load tested? a (Mo./yr.)
Was the test successful? es No . If tat, what action was taken to address?
If no backup power exists, .please explain why:
5. Does the pump station have a working alarm system? s No
On site alarm system: ----High water audio alarm \/ High water visual alarm
Other (describe)
Telemetry Monitoring System: L — et well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
Yes No If No, what actions are being undertaken to address?

Telemetry Monitoring System:
PUMP STATION
(Please complete one form for each pump station)
Permitee Permit Number County
'I1l
ontact Person: wc:k_A_
Name of Facility:
Phone Number: () L — L{ (.o 3 — ) 3 0 ,
Location of Pump Station:
Li
1. How pft is pump station inspected?
once per day twice per day once per week days per week
other (explain)
2. How often is the pump stationbackup equipment and reliability equipment tested?
per month
3. What is the pump station capacity? GPM
Does th mp station have a flow meter, pump counters or other means to measure flow?
es No
4. Does the pump station have a backup power source? I__ No
If yes, what type: ✓ Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a .portable generator is used, how many oth r pump stations does the generator serve?
How often is the generator tested? � kvt__ , (Mo./yr.),
When was the generator last load tested? (A_ 9(Mo./yr.)
Was the test successful? No if No, at action was taken to address?
If no backup .power exists, .please explain .why:
b. Does the pump station have a .working alarm system? V Yes
On site alarm system:
No
�Fligh water audio alarm V High water visual alarm
Other (describe)
`Wet well .high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is there -tea spare pump available or an adequate spare parts inventory to replace or rebuild pump? •
✓Yes No If No, what actions are being undertaken to address?

PUMP STATION
(Please complete one form for each pump station)
Pemiitee Permit Number II .1l County
Name of Facility:�0 L(�r,i �'�i 1��f,(ontact Person: `�A.C'k C3 , .r b Lo
Phone Number: — L(p 3 _ 1.3 n
Location of Pump Stati n:
1 1 l
1. How often is pump station inspected?
�ce per day twice per day once per week days per week
other (explain)
2. How often} is the pump station backup equipment and reliability equipment tested?
l per month
3. What is the ump station capacity? GPM
Does pump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? J es No
If yes, what type:
Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a .portable generator is usetl, how many other pump stations does the generator serve?
How often is the generator tested?
When was the generator last loa sted? I A 99 (Mo./yr.)
Was the test successful? Yes No . If , what action was taken to address?
1 r')4 0 (Mo./yr.)
If no backuppower exists,please explain why:
6. Does the pump station have a .working alarm system? Yes
No
On site alarm system:h water audio alarm High water visual alarrn
Other (describe)
Telemetry Monitoring System:
well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is there , pare pump available or an adequate spare parts inventory to replace or rebuild pump?
Yes No If'No, what actions are being undertaken to address?

PUMP STATION
(Please complete one form for each pump station)
Permitee Permit Number County
Name of Facility:—r u) 0 * . ontact Person:
Phone Number: / — l Lo - 2 a
Location of Pump Station:
1. How often is pump station inspected?
once per day twice per day once per week days per week
other (explain)
2. How often is the pump station back up equipment and reliability equipment tested?
Pper month
3. What is the pump station capacity? GPM
Does e-ump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? ✓ <Yes No
If yes, what type:
Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a portable generator is used, how many other pump stations does the generator serve?
How often is the generator tested? ) 6- (Mo./yr.)
When was the generator last loadsted? � - 9 (Mo./yr.)
Was the test successful? ' Yes No . If 6what action was taken to address?
If no backup power exists, please explain why:
5. Does the pump station have a working alarm system? ) Yes No
On site alarm system: High water audio alarm V High water visual alarm
Other (describe)
Telemetry Monitoring System: Wet well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is there,a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
es No If No, what actions are being undertaken to address?

PUMP STATION
(Please complete one form for each pump station)
Pemiitee / c,J_I 1 ► i... Permit Number County
III-- II �ll
Name of Facility:1LJ&0 c c� r,/ �`F l P �i �(- ({;ontact Person: e
Phone Number: 1 () — I� — ) 2 a
Location of Pump Station:
101 3etl2end,
1. How ones pump station inspected?
✓ once per day twice per day once per week days per week
other (explain)
2. How often is the pump station back up equipment and reliability equipment tested?
per month
3. What is the pump station capacity? GPM
Doese pump station have a flow meter, pump counters or other means to measure flow?
Yes No
4. Does the pump station have a backup power source? 1 /Yes No
If yes, what type:
Portable generator which can be moved to site
Standby generator on site
Alternate power feed
If a .portable generator is used, how many other pump stations does the generator serve?
How often is the generator tested? m C? 0-4-k (Mo./yr.)
When was the generator last load tested? (V(�,l�j C� q (Mo./yr.)
Was the test successful? ✓Yes No If N6),, what action was taken to address?
If no backup power exists, please explain why:
6. Does the pump station have a working alarm system? i/ Yes No
On site alarm system: High water audio alarm ✓ High water visual alarm
Other (describe)
Telemetry Monitoring System: ✓ Wet well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems atthe pump station.
6. Is therea spare pump available or an adequatespare parts inventory to replace or rebuild pump?
es No If No, what actions are being undertaken to address?

Sewage Spill Response Evaluation:
(Page 2)
County
V
ermitee
Permit Number
5. Acti�a taken to contain spill, clean up waste, and/or reme�iiate the site:
'1
6. Were the eqylprnent and parts needed to make repairs readily available?
Yes ► No If no, please explain why:
7. If the spill/overflow occurred at a pump station, or was the result of a pump station failure,
was the alarm system functional at the time of the spill? Yes No If the alarm
system did not function, please explain why:
8. Repairs made are: Permanent " Temporary
Please describe what repairs were made. If the repairs are temporary, pleaseindicate a date by
which permanent repairs will be completed, and notify the Regional Office within 7.days of the
permanent repair:
9. What actions have been adde to prevent. this discharge�^from occuring .again � in the future?
9. Comments:
Other agencies notifed:
Person reporting spill/bypass: Phone-Number:W y IflO•? — o g
Signature CCIA ()A. Date:
,8 A c
For DWQ Use Only:
DWQ requested additional written report? Yes No
If yes, what additional information is needed?
Requested by

Sewage Spill Response Evaluation:
(page 1)
Permitee Permit Number
County
Incident Started: (Date/Time) / I ' 9 ! Incident. Ended: (Date/Time) (y _q / ) ' () 7 g m
If sill is ongoing, pleasenotifyR'e' ro nl effce on a daily basis until.spill canlbe stopped.
P 9 9, P Y 9 YPP
Reported to:
weather conditions: �Y
Source of spill/bypass (cf-ck one): V Sanitary Sewer
Level of treatment (check one):
Date/time) -9(11 Q cz�{
Pump Station WWTP
None I Primary Treatment
_ Secondary Treatment Chlorination Only
Estimated volume of spill/bypass 3 0 O
gallons. Show calculations.
Did spill/bypass reach surface waters? Yes l/ No (If Yes, please list the following)
Volume reaching surface waters? ft gallons
Name of surface water N % A-
I
Did spill/bypass result in a fish kill? Yes V No
If Yes, what is the estimated number of fish killed?
Please provide the following information:
1. Location of spill/bypass: ) 0 ,1 L. rvu/m,
2. Cause of spill/bypass:
/J)LcL
(�
3. Did you have personnel available to perform initial assessment 24 hours/day (including weekends and
holidays)?
Yes
4. How long did it take to make an initial assessment of the spill/overflow after first knowledge?
Hours ,() Minutes
How long did it take to get a repair crew onsite?
Hours Minutes
Please explain the time taken to make nitial assessment: J.A
L1)

3/1/2014
386140
388620
2,480
973800
978070
4,270
1435450
1437240
1,790
280470
289050
8,580
1128870
1129870
1,000
142687100
143744200
1,057,100
222901000
224131000
1,230,000
69110
69160
50
2,305,270
4/1/2014
388620
394160
5,540
978070
982220
4,15o
1437240
1439140
1,900
289050
300670
11,620
1129870
1130760
890
143744200
144806200
1,062,000
224131000
225515000
1,384,000
69160
69160
0
2,470,100
5/1/2014
394160
398760
4500
982220
986390
4,170
1439140
1441040
1,900
300670
308500
7,830
1130760
1131800
1,040
144806200
145914000
1,107500
225515000
226741000
1,226,000
69160
69160
0
2,353,340
6/1/2014
398760
406180
7,420
986390
990230
3,840
1441040
1442450
1,410
308500
319610
11,110
1131800
1132790
990
145914000
146707000
793,000
226741000
227413000
672,000
69160
69160
0
1,489,770
7/1/2014
406180
412880
6,700
990230
995150
4,920
1442450
1443640
1,190
319610
327980
8,370
1132790
1133810
1,020
146707000
147383800
676,800
227413000
227899000
486,000
69160
69160
0
1,185,000
8/1/2014
412880
416180
3500
995150
999990
4,840
1443640
1444560
920
327980
331970
3,990
1133810
1134700
no
147383600
148169900
786,100
227899000
228461000
562,000
69160
69160
0
1,362,040
9/1/2014
416180
419530
3,350
999990
1004540
4,550
1444560
1446500
1,940
331970
333010
1540
1134700
1135750
1,050
148169900
149070900
901,000
228461000
229271000
810,000
69160
69160
0
1,722,930
10/1/2014
419530
422810
3,280
1004540
1008770
4,230
1446500
1448020
1,520
333010
333010
0
1135750
1136710
sso
149070900
149782900
712500
229271000
229897000
626,000
69160
69160
0
1,347,990
11/1/2014
422810
424680
1,870
1008770
1012080
3,310
1448020
1448990
970
333010
333010
0
1136710
1137650
s4o
149782900
150401800
618,900
229897000
230390000
493500
69160
69160
0
1,118,990
12/1/2014
424680
427510
2530
1012080
1015930
3,850
1448990
1450200
1,210
333010
333530
52o
1137650
1138500
eso
150401800
151017500
615,700
230390000
231164000
774500
69160
69160
0
1,398,960
1/1/2015
427510
428860
1,350
1015930
1019410
3,480
1450200
1451670
1,470
333530
333950
420
1138500
1139350
eso
151017500
151837600
820,100
231164000
231971000
907,000
69160
69160
0
1,634,670
2/1/2015
428860
430490
1,630
1019410
1023180
3,770
1451670
1453420
1,75o
333950
335790
1,e40
1139350
1140320
970
151837600
152842600
1,005000
231971000
233110000
1,139,000
69160
69160
0
2,153,960
3/1/2015
430490
432430
1,940
1023180
1026880
3,700
1453420
1454900
1,4e0
335790
336400
610
1140320
1141210
890
152842600
153706300
883,700
233110000
234151000
1541,000
69160
77820
8,660
1,921,980
4/1/2015
432430
432990
560
1026880
1034900
8,020
1454900
1457010
2,110
336400
341650
5,250
1141210
1142160
sso
153706300
154615400
909,100
234151000
235146000
997,000
77820
106340
28,520
1,951,510
5/1/2015
432990
434640
1,650
1034900
1038510
3510
1457010
1458820
1,810
341650
344270
2520
1142160
1143220
1,060
154615400
155579000
963,600
235146000
236085000
937,000
106340
135020
28,680
1,940,030
6/1/2015
434640
436120
1,480
1038510
1041480
2570
1458820
1460300
1,480
344270
346700
2,430
1143220
1144160
s4o
155579000
156506400
927,400
236085000
236616000
531,000
135020
135060
40
1,467,740
7/1/2015
436120
438050
1,930
1041480
1047770
erso
1460300
1462070
1,770
346700
348320
1,620
1144160
1145190
1,030
156506400
157214400
. 705000
236616000
237076000
460,000
135060
135060
0
1,180,640
8/1/2015
438050
440450
2,400
1047770
1052900
5,130
1462070
1463600
1,530
348320
352800
4,480
1145190
1146350
1,160
157214400
157909000
694500
237076000
237546000
470,000
135060
135060
0
1,179,300
9/1/2015
440450
442310
1,850
1052900
1059000
6,100
1463600
1465010
1,410
352800
354000
1,200
1146350
1147350
1,000
157909000
158722000
813,000
237546000
238083000
537,000
135060
135060
0
1,361,570
10/1/2015
442310
444130
1,820
1059000
1059540
540
1465010
1468300
3,290
354000
355820
1,820
1147350
1148340
990
158722000
159542300
620,300
238083000
238669000
586,000
135060
135060
0
1,414,760
11/1/2015
444130
446310
2,180
1059540
1062760
3,220
1468300
1469100
e00
355820
357940
2,12o
1148340
1149260
920
159542300
160580000
1,037,700
238669000
239592000
923,000
135060
141830
6,770
1,976,710
12/1/2015
446310
448850
2,540
1062760
1066020
3,260
1469100
1470250
1,150
357940
360200
2,80
1149260
1150080
82o
160580000
162009800
1,429,800
239592000
241035000
1,443,000
141830
184830
43,000
2,925,830
Date
332 N. Main .
325 N. Main
313 N. Main .
:. 310 N. Main ... ."
.„ 314 N. Main :;,:
, Richfield Park .,..
North Stanly PIS :g.: ,.:
Ultimate Accents •
Total
• Previous "
Current
•Total ,•'
'Previous
Current
Total '
Previous-
Current"
.. Total
Previous"
Current'
' Total
' Previous
Current'
'Total'
Previous"'
- Current '"
' Total'
Previous
Current"
" Total
Previous
Current
Total `
Consumptior
1/1/2016
448850
451570
2,720
1066020
1069330
3,310
1585760
1586540
780
360200
362580
2,380
1150080
1151050
970
162009800
163558400
1,548,600
241035000
242783000
1,748,000
184830
209920
25,090
3,331,850
2/1/2016
451570
453960
2,390
1069330
1072430
3,100
1586540
1586930
390
362580
364850
2,270
1151050
1151910
860
163558400
164487500
929,100
242783000
243749000
966,000
209920
219410
9,490
1,913,600
3/1/2016
453960
456080
2,120
1072430
1075430
3,000
1586930
1586930
0
364850
366520
1,670
1151910
1152830
s2o
164487500
165482400
994,900
243749000
244816000
1,067,000
219410
229160
9,750
2,079,360
4/1/2016
456080
458330
2,250
1075430
1078350
2520
1586930
1592380
5,450
366520
368870
2550
1152830
1153950
1,120
165482400
166311000
828,600
244816000
245547000
731,000
229160
242360
13,200
1,586,890
5/1/2016
458330
460490
2,1so
1078350
1081160
2,810
1592380
1595820
3,440
368870
371060
2,190
1153950
1154840
890
166311000
167166100
855,100
245547000
246230000
683500
242360
286060
43,700
1,593,290
6/1/2016
460490
463420
2,930
1081160
1084430
3,270
1595820
1600660
4,840
371060
373280
2.220
1154840
1155900
1,060
167166100
168337600
1,171,500
246230000
247142000
912,000
286060
308230
22,170
2,119,990
7/1/2016
463420
465910
2,4so
1084430
1088910
4,480
1600660
1603430
2,770
373280
375980
2,700
1155900
1156840
s4o
168337600
169318700
981,100
247142000
247813000
671,000
308230
319250
11,020
1,676,500
8/1/2016
465910
468290
2,380
1088910
1091490
2,580
1603430
1607090
3560
375980
376680
700
1156840
1157760
920
169318700
170082800
764,100
247813000
248359000
546500
319250
326130
6,880
1,327,220
9/1/2016
468290
471900
3,610
1091490
1094140
2,550
1607090
1612010
4,920
376680
378570
1,890
1157760
1158840
1,080
170082800
171019100
936,300
248359000
248972000
613,000
326130
877220
551,090
2,114,540
10/1/2016
471900
473170
1,270
1094140
1096940
2,800
1612010
1616140
4,130
378570
380210
1,640
1158840
1159820
seo
171019100
171998300
979,200
248972000
249763000
791,000
877220
1188330
311,110
2,092,130
11/1/2016
473170
475300
2,130
1096940
1100090
3,150
1616140
1619360
3,220
380210
381800
1,590
1159820
1160920
1,100
171998300
172974200
975,900
249763000
250476000
713500
1188330
1198860
10,530
1,710,620
12/1/2016
475300
477940
2,640
1100090
1102970
2,880
1619360
1621600
2,240
381800
384300
2,500
1160920
1161920
1,000
172974200
173783600
809,400
250476000
251004000
528,000
1198860
1209590
10,730
1,359,390
1/1/2017
477940
480530
2,590
1102970
1106510
3,540
1621600
1625080
3,480
384300
387130
2,830
1161920
1163130
1,210
173783600
174929500
1,145,900
251004000
251901000
897500
1209590
1219990
10,400
2,066,950
2/1/2017
480530
482800
2,270
1106510
1109620
3,110
1625080
1628600
3,520
387130
389670
2,540
1163130
1164300
1,170
174929500
176022800
1,093,300
251901000
252965000
1,064,000
1219990
1230320
10,330
2,180,240
3/1/2017
482800
485060
2260
1109620
1112780
3,160
1628600
1632120
3,520
389670
391660
1,990
1164300
1165450
1,150
176022800
176728500
705,700
252965000
253623000
658,000
1230320
1241430
11,110
1,386,890
4/1/2017
485060
487510
2,4so
1112780
1115800
3,020
1632120
1635270
3,150
391660
393670
2,010
1165450
1166540
1,090
176728500
177729400
1,000,900
253623000
254665000
1,042,000
1241430
1256910
15,480
"2,070,100
5/1/2017
487510
489210
1,700
1115800
1118950
3,150
1635270
1638300
3,030
393670
395510
1,640
1166540
1167470
930
177729400
178829900
1,100500
254665000
255677000
1,012,000
1256910
1287180
30,270
2,153,420
6/1/2017
489210
491420
2,210
1118950
1123100
4,150
1638300
1641010
2,710
395510
397730
2,220
1167470
1168600
1,130
178829900
179896100
1,066,200
255677000
256684000
1,007,000
1287180
1303000
15,820
2,101,440
7/1/2017
491420
494060
2,640
1123100
1127180
4,080
1641010
1644160
3,150
397730
399920
2,190
1168600
1169770
1,170
179896100
180914400
1,018,300
256684000
257753000
1,059,000
1303000
1317530
14,530
2,115,060
8/1/2017
494060
496200
2,140
1127180
1130600
3,420
1644160
1646770
2,6113
399920
401750
1,830
1169770
1170700
930
180914400
181591200
676,600
257753000
258347000
594,000
1317530
1330750
13,220
1,294,950
9/1/2017
496200
498930
2,730
1130600
1133310
2,710
1646770
1651580
4,810
401750
403910
2,160
1170700
1171630
sap
181591200
182413700
822500
258347000
259163000
816500
1330750
1348290
17,540
1,669,380
10/1/2017
498930
501920
2,990
1133310
1136360
3,050
1651580
1655590
4,010
403910
406170
2,260
1171630
1172660
1,030
182413700
183135600
721,900
259163000
259875000
712,000
1348290
1363760
15,470
1,462,710
11/1/2017
501920
504580
2560
1136360
1139620
3,260
1655590
1658990
3,400
406170
408530
2,360
1172660
1173580
920
183135600
183877700
742,100
259875000
260632000
757,000
1363760
1378810
15,050
1,526,750
12/1/2017
0
0
0
0
0
0
0
0
0
„coikt.(1,3 n ��� ��caA., l �.Qa 0 (-f