WQ0008030_Final Permit_19940118

ate of North Carolina
apartment of Environment,
h_,alth and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Janaury 18, 1994
Mr. Allen D. Aldridge, Partner
Ridgefield Partners
4 Hastings
Durham, North Carolina 27707-3643
Dear Mr. Aldridge:
4••
�EHNF I
Subject: Permit No. WQ0008030
Ridgefield Lot 2A
Single Family Residence
Spray Irrigation Facilities
Person County
In accordance with your application received June 15, 1993, we are forwarding herewith Permit
No. WQ0008030 dated January 18, 1994, to Mr. Allen D. Aldridge, Ridgefield Partners for the
construction and operation of the subject three bedroom single family residence spray irrigation wastewater
treatment and disposal facilities. Please note condition no. V.3 of this permit shows this permit is not
transferrable and requires that a name change or change of ownership shall require submittal of a formal
permit request to the Division.
This permit shall be effective from the date of issuance until November 30, 1998, and shall be
subject to the conditions and limitations as specified therein. Please pay particular attention to the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, 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, PO. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please conta W- John7Seymour" at 919/ 733-5083.
Sincerely,
A. Pres o Howard, r., P.E.
cc: Person County Health Department
Raleigh Regional Office
Facilities Assessment Unit
John A. Edwards & Company
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amender
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Allen D. Aldridge
Person County
FOR THE
construction and operation of a 360 GPD spray irrigation wastewater treatment and disposal system
consisting of a 1,000 gallon septic tank, a 1,000 gallon pump tank with a 12 gpm pump, a 141 ft2
pressure dosed surface sand filter with cover (dual 70.5 ft2 tanks in parallel), an in pipe tablet chlorinator,
a 2,000 gallon combination chlorine contact and 5 day storage pump tank with 17.5 gpm capacity pump, a
12,400 ft2 spray irrigation area (minimum required area) with five 3.5 gpm sprinklers, and all associated
piping, valves, controls and appurtenances to serve the Ridgefield Lot 2A Residence, with no discharge of
wastes to the surface waters, pursuant to the application received June 15, 1993, 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 from the date of issuance until November 30, 1998, and shall be
subject to the following specified conditions and limitations:
1. 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 and the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, PO. Box 29535,
Raleigh, NC 27626-0535.
2. The Raleigh Regional Office, phone no. 919/ 571-4700 shall be notified at least forty-eight
(48) hours in advance of operation of the installed facilities so that an in -place inspection
can be made. Such notification to the regional supervisor shall be made during the normal
office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.

3. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately absorb the wastewater, the Permittee shall take immediate
corrective action to correct the problem, including those as may be required by the Division
of Environmental Management.
4. The issuance of this pen -nit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
5. The sand media of the pressure loaded surface sand filter must comply with the Division's
specifications. The engineer's certification will serve as proof of compliance with this
condition.
6. A leakage test shall be performed on the septic tank and dosing tank to insure that any
exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of
compliance with this condition.
7. If excavation into bedrock for the septic tank or sand filter installation is required, the pit
shall be lined with a 10 mil synthetic liner.
8. The sludge generated from these treatment facilities must be disposed of in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Environmental Management.
9. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
10. A protective support shall be installed for each sprinkler riser pipe.
11. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 100 feet between wetted area and property lines,*
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells,
g) 50 feet between treatment units and property lines.
* Please be advised that the property line buffer has been reduced from 150 feet,
by
as wmaiaiver granted from the Division. At least 100 feet of property line buffer must
II. OPERATION AND MAINTENANCE REQILI—REMENTS
1. The facilities shall be properly maintained and operated at all times.
2. A suitable vegetative cover of the spray area shall be maintained.
3. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
2

4. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
5. The average annual weekly application rate shall not exceed .326 inches at an instantaneous
application rate not to exceed .105 inches per hour.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. No type of wastewater other than that from the three bedroom Ridgefield Lot 2A Residence
shall be sprayed onto the irrigation area.
8. In the event that the sprinkler heads fail to achieve the design diameter of 64 feet due to
obstructions, the obstructions shall be removed or the sprinkler heads shall be raised and
supported to such height that the design diameter is achieved.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
10. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The tablet chlorinator shall be checked every week. Tablets shall be added so as to
provide proper chlorination.
C. The storage, pump, and alarm systems shall be inspected weekly. The scum layer
shall be removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray pattern, that the soil is
absorbing the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated,
UUMMINIV • : ► iUSSR
1. Any monitoring deemed necessary by the Division of Environmental Management to insure
surface and ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and
irrigation area as required in Condition II.10 for a minimum of five years. This
information shall be provided to the Division of Environmental Management upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone no. 919/
571-4700 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 any of the following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, spray heads, etc.
Kj

b. Any failure of a pumping station or treatment facility 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 letter
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.
IV. UN&PECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and facility at any reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that
must be kept under the terms and conditions of this permit; or may obtain samples of
groundwater, surface water, or leachate.
1 • • 121 • ►
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, 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. 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 Environmental Management 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.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. The spray irrigation field shall be fenced with at least a two strand wire fence.
6. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
7. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
8. This permit may be revoked if the Permittee fails to abide by the conditions of the operation
and maintenance agreement previously signed by the Permittee.
9. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the In of the project.
4

10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time
and under such conditions and limitations as it may deem appropriate.
Permit issued this the 18th day of January, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston oward, Jr., P.13., Director
Division of-P-nvironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0008030
41

Permit No. WQ0008030
January 18, 1994
Eneineer's CmdLication.
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
project,
Project Name
Location
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 and
intent of the approved plans and specifications.
Signature
Date
A
Registration No.

OPERATION AND MAINTENANCE AGREEMENT FOR THE
DIVISION OF ENVIRONMENTAL MANAGEMENT
Ridgefield Partners
4 Hastings
Durham, NC 27707-3643
Single Family Residence
Wastewater Treatment System
Final Disposal by Spray Irrigation ,
Person
.S- La -93
DATE
Lot 2A Ridgefield Subdivision
_ County
I agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
r
a. The septic tank shall be checked every six (6) months and pumped out as required.
b. The tablet chlorinator shall be checked every week until the actual usage rate is
established and thence on a monthly basis. Tablets shall be added so as to provide
proper chlorination.
C. The storage system, pump system, and alarm system shall be inspected monthly.
The scum layer shall be removed at the same interval as the septic
tank is cleaned out.
d. The spray system shall be inspected monthly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray patterns, that the soil is
absorbing the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $10,000
per day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater
regulations will require cessation of occupa;c.7 of de residence.
I understand that failure to comply with these conditions along with the permit conditions may
result in voiding the permit.
Signature of A ant
For Ridgefield artners
Notal-y Seal and Signature

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RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility:. A idr T r e ]d >�A h di yl S lay Lo T Z h S F r Serot,
Owner or Contact Person: � 11-p+l
Mailing Address: _, 44 -HCF5-f 1� 5 b tt y'k nol sr , Z 7 7 07 �G''fj
County: pro-s.ih Telephone:
Present Classification: New Facility __jExisting Facility
NPDES Per. No. NC00 Nondisc. Per. No. ?AAr c5c,3o Health flept. Per. Nq
Rated by: a r Telephone: pate:
Reviewed by: Health Dept. Telephone-
--Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification's): Subsurface t/ Spray Irrigation LandApplication
Wastewater Classification: (Circle One) II Ill IV Total Points:j Z
�� at, a ' 71 C : lu 1 a�i 1■ Car � _ 7. ' �i.: � - h : \!� � t, ��. 7 ►. -
ri► • Cif. 19 Ili is \ S i..: 1�1 \ :i +r- i•i►� 1.. + l
SUBSURFACE C✓_ASWiCATION
(check ail units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. grease lraplrnlerceplor
6. oil/water separators
7. subsurface treatment and disposal:
aravily
pressure
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1- preliminary treatment {definition no. 32 }
2. lagoons
3. i/ septic tanks
4. a/ pump tanks
5. ✓ pumps
6. ✓ sand fillers
7. grease traptnlerceplor
8. oiUwater separators
9.�disinfection
10. chemical addition for
nuirientlalgae control
i i.�spray if6galion of wastewater
Pretreatment of wastewater In excess of these components shall be rated using the point rating
system and will require an operator with an appropriate due) certification.
LAND A P PLiCATIONIR ESI DUALS CLASSIFICATION (Applies only to permit holder)
1. _ Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FAUUTYCLAS54F>`ATION
The following systems shall be assigned a Class I classificalion, unless the flow is of a significant quantity or the technology is
unusually complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate)
1 Oil/wa!er Separator Systems consisting only of physical separation, pumps and disposal;
2. Seplic Tank/Sand Filler Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical
treatment for algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Syslems;
5. Groundwater Remediation Systems consisting only of pumps, air -stripping, carbon adsorption, disinfeclior�and
disposal;
6. Fish farms wish discharge to surface waters;
7. Walef Plant sludge handling and backwash water treatment;
a. Seafood processing consisting of screening and disposal. r
9. Single-lamily discharging systems with the exceplion of Aerobic Treatment Unils, wilt be classified if permitted alter
July 1, 1993 or if upon inspeclion by the Division, it is found Ihal,lhe system is not being adequately operated or
maintained. Suck systems will be notified of the classification or reciassilication by the Commission, in writing.

The fallowing scale is used for rating wastewater treatment facilities: (circle appropriate
points)
ITEM POINTS
(1) Industrial Pretreatment Units or industrial Pralroalment Program (see definition No. 33).......................................... ........ 4
(2) DF; iGN FLOW OF PLANT IN god [not applicable to ,)on-cnn1aminated cooling waters, sludge handling
facilities for water purification plants, totally 'closed cyMo syslems(see definition No. 11), and Eacilitfes
cans€sling only of Item (4)(d) or hams (4)(d) and (11)(d)]
0 - 20.000..............................................................-...................................... ..........................t
20.001 - 50.000..............................................................I..................... ........................ 1...........2
50,001 - 100,000.............................................. .......... ........................ .... ...:..........................I.................3
100,001 - 250,000............................................. .......:.......„............................... ..................................... 4
250,001 500. 000.................._................................... ..._.................... ...................................... I ........... 5
500.001 - 1,000,000.......................................... .................._..........._„.....................................................8 1,000,001 - 2,000,000........................... .................................. .................................. I ....... .....,.............. 10
- 2.000.001 (and up) rate 1 point additional for each 200,000 gpd capacity up to a
rnaxlmumof...........„.,„.......................................... ............30
Design Flow (QPd) Ka
(3) PRELIMINARY UNITSIPROCESSES (see definition No.32)
{a) Barscreens................................................................................................................................. ........1
or
(b) Meclianlcal Screens, Static Screens or Comminuting Devices .................................. ...„.... ...... ...................... 2
(c) GrnRamoval...................... ........ :...................................................................... .........................................I
or .
(d) Mechanical orAeraled Grit Removal ..................... ................................ _................... .................................
2
(a) Flow Measuring Device ....................................... ................ „.............. .................... ............... I ...........
.........i
or
(f) Instrumented Flow Measurement................................................................................................................2
(Q) Preaerallon................................ .............. ............................................. ............. „...................................
2
(h) Influent Flow Equaiizalion..........................................................................................................................2
(1) Grease or Oil Separators - Gravity ....... ......... ..... ................................ ............................... „........ ................ 2
Mechanical.................................................................................................................................................3
Dissolved Air Flotation ........................................ ................................................................ ........................ a
{J} Prechlorina€€on..................................................................._._.............---......................_...............5
(4) PRIMARYTREATMENT UN(rSrPROCESSES
(a) Septic Tank (see definllfon No.43)............................................................................................................�
(b) Imhof[ Tank......................................................................---.......................................5
(e) Primary Clarifiers.............................................................._.................._..................................................5
(d) Sapling Ponds or Settling Tanks lot Inorganic Non -toxic Materials (sludge handling facilities for
water purilicalion plants, sand, gravel, stone, and other mining operations except recreational
adfvitids such as gem or gold mining).........................................................................................................2
(5) SECONDARYTRFATMENTUNITSrPR OCES5ES
(a) Carbonaceous Stage
(i) Aeration -High Purity Oxygen System...............................................................................20
DiffusedAir Syslem...............................................................................................:.......10
Mechanical Air System (fixed, floating or rotor) ............... ..... ............................................. a
Separate Sludge Reasralion.............................................................................................3
(li) Trickling Filter
HighRafe.......................................................................................................................7
StandardRate................................................................................................................5
PackedTower.................................................................................................................5
(ili) BiologicalAeraiodRllerorAwaled
BiologicalFihor.............................................................................................................10
(iv) Aerated Lagoons ..................................................... _.......:........................................... 10
(v) Rotating Biological Conlactors ......................................................................................10
(vi) Sand Fillers -Intermittent biological..................................................................................0
Recirculating blologlcal....................................................................................................3
(vi€) Stabilization Lagoons .... ........ ..... .............. ............ ............ .... ............ ........................... .5
(viri) Gardier...................................... ..................................................................................... 5
(ix) Single slags system for combined carbonaceous removal of BOD and nitrogenous
romovai by nitrification (see definition Na. 12)(Polnls lot this from have to be in
addition to Items (5)(a)(i) through (5}(a)(vfti),
utilizing the extended aeration process (sae definition No.3a)...........................................2
utilizing olhor than the extended aeration process............................................................a
(x) Nuiriern additions to enhance BOO removal......................................................................5
(x€) Biological Culture (-Supe( Bugs-)addiiion........................................................................5
(b) Nitrogenous Stage
(€) Aeration - High Purity Oxygen System...........................................................................20
DiffusedAir System................................r.................................................... .................. 10
Mechanical Air System (fixed, floating or rotor) ..... ............ ................ ............................. a
Separate Sludge Reaeralion............................................................................................. 3
(ii) Trickling Filler -High Rate...................................................................................................7
StandardRate..................................................................................................:........V...5
PackedTower................................................................................................................5
(€fi) Biological Aerated Filer or Aerated Biological Filler_ ............. ... . ..... ............... ' ..... 10
{iv) Rolaling Biological Conlaciors ...................................................................................1.10
(v) Sand Filler - Intermittent biological.................................................................................1.2
Recirculatingbiological... .... 7* ... * ..... **** .......... ...... ­ ............................................................ 3
(vi) M-disr................................_............................---.........,.............................5
(b) TERTIARY OR ADVANCED TREATiv6WUVITSrPROCESSES
(a) Activated Carbon Beds -
without carbon regeneration .......
................... ..:..................... ....... ...........................................5
with carbon regeneration.................................................._.............................................
......! 5
(b) Powdered or Granular Activated Carbon Feed
without carbon regeneration..................................................................................................5
with carbonregenoralfon...................................... ................................................................ 15
(c) Air siripping...........................................................................................:...... ......... .....5
(d) Denbrilicai€on Process ............. r.......... ..................................................................................................... 1 0

(a)
Electrod€alysls.... .......................................... ............................... ............................................ :........... I ... ...5
(1)
Foam Separation........................................................................................................................................5
' r
(g)
Ion Exchange....................................................... ........_........ ............... _.... ............ ........ ................. ..........5
f h)
Land Application of Treated Elfluenl (see definition No. 22b) (not app€lcaWe for sand,
gravel, stone and other similar mining operations) by high rate Inn€ltratlon......................................................4
(1)
Microscreens................. .......................... :............................................ .... ».............................................. S
(1)
Phosphorous Removal by Biological Processes (See definition No. 28)........ .......... ............ .......................... 0
(k)
Polishing Ponds - without aeration............................................................................................................2
wlliiaeration..........................................................t....................................5
(1)
Past Aeration - cascade..............................................................................................................................0
diffused or mechanical .............. ................................ ........................................... 2
(m)
Playersa Osmosis.........................................................................................................................................5
(n)
Sand or Mixed•Madla Flllers - few rate ................ ......................................................... ....... .......... .............. 2
highrate......................................................................6
(o)
Treatment processes for removal of metal or cyanide...................................................................................1 5
(p)
treatment processes for removal of toxic materials other than metal or cyanide .................. _........ _.............. 1 5
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Healed................................................................................................................10
Aerobic 5
Unhealed 3
(b)
Sludge Stabilization (chemical or thermal)...................................................................................................5
{c)
Sludge Drying Bads - Gravity.......................................................................................:....................:.........2
Vacuum Assisted.......................................................................................................................................5
(d)
Sludge Eluidallon.....................................,...............................................................................................4
(a)
Sludge Conditioner (chemical or thermal)................................................................................................I....5
MSludge
Thickener(gravlty}.........................................................................................................................5
(g)
Dissolved Air Flola9oh Unit (not applicable to a unit rated as(3)(€))............:.........................................:......6
(h)
Sludge Gas Utilization (Including gasstorage)....... :.................................................................. .................. 2
(1)
Sludge Holding Tank - Aerated........................................................................................I..........................5
Norhaeraled ..................................................................................................... ........................................ 2
(J)
Sludge Incinerator (not Including activated carbon regeneration)................................................................10
(k)
Vacuum Filter, Centrifuge, or Filter Press or other similar dawalering davices......_�.. ... ...._......_........._.....10
(8)
RESIDUALS UTILI7ATIOWDISPOSAL (induding Incinerated ash)
(a)
Lagoons_ ............................................................................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land applicalion operator or €andfill operator who holds the land
application permit or landflll permit..............................................................................................................2
(a)
Dedicated Landfllf(burial) by the permittee of the wastewater treatment facility ...........................................:...5
(g)
DTStFECfO
N
(a)
Chlorination ............................... ..........................................................................................................Qf
(b)
Dechlorinatlon.......... .......... ..................................... ................. .................................................................
(c)
Ozone.............................................................................................................................._..............5
(d)
Rad)atlon............ :.................... .... ...........................................................................................................5 .
(10)
CHEMICAL ADDITION SYSTEM(S) ( sell dePriltion No. 9) (not applicable to chemical additions rated as Item
(3)0), (5)(a)(xi), (6)(a), (6)(b). (7)(b), (7)(0), (9a), (9)(b) or (9)(c) 5 points each:
List........
.............. .......................... ....................... ............................. .................................. 5
..................................................................................................... .............5
........................................................................------..., .......5
............................................................................................... ....................... ...5
(1 1 ) MISCELLANEOUS UNfTWROCESSFS
(a) Holding Ponds, Hooding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes
from mining operations containing nitrogen or phosphorus compounds in amounts significantly
greater than is common for domestic wastewater.........................................................................................4
(b) Effluent Flow Equalization (no( applicable to storage basins which are Inherent In land application
systems)..................................................................................................................................................2
(c) Stage Discharge (not applicable to storage basins inherent in land application systems)..................................5
(d) Pumps.....................................................................................................................................................
dy
(e) Stand -By Power Supply ................................... ..................... I ............ ...................... ............... I ........ ........ .
(f) Thermal Pollution Control Device.................................................................................................................3
TOTAL POINTS .................... ........................ ............ .................... ..
CIASSFr—ATIOV
..5-25 Points
Glasstl........................... ....................... ... ......... ................ I ................. .... I .... 26-50 Points
Class f11........................................................................................................ 51-65 Points
Class IV ...... ..... ............................................................ ................................ 66-Up Points
Facilillos having a rating of one through four points, Inclusive, do not require a certiliad operator.
Facilities having an activated sludge process will be assigned a minimum ctassif€calion of Class 11.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class 11.
Facilities having Irealmenl processes for the biological removal of phosphorus will be assigned a minimum classilication of Class III.
0004 DEFINITIONS
The following dir4tions shall ap
ply throughout this Subchapter.
(1) Activated Carbon Bads. A physicalkhamicat method for reducing soluble organic material ham wastewater Wiluent: The cotumnrtype bads used in tins. method will have
a flow rate varying from two to eight gallons pal minute per square toot and may be aithes uptow or down1tow carbon bids. Carbon may or may not be regenerated on Itte
wastawattif treatment plant site;
(2) Aerated Lagoons. A basin In which all solids are maintained in suspension and by which biological oxidation or organic matter is reduced lhfough pAidcially accelerated
transfer or oxygen on a flow-ltyough basis;
(a) Aafalion. A process of bringing about Intimate contact between air a high purity oxygen in a liquid by spraying, agitation or dillusionXU) Eslended AeralforL M
activated sludge process utilizing a rrir;rrrim hydraulic dalanfion time of in hones. '
(4) AgriWhxally managed site, My situ m which a crop Is produced, marmilod, and harvested (Crpp Indudes grasses, grainstrans, etc,); }'
(5) All Stripping. A process by which the amfxtpnitxn ion Is first crxwened to dfsaofved ammonia (pH adustmom) with 6aa ammorla eon rule,,ad Io " aassosphora by
physical means: or other similar processes which removti petroleum 'products such as benzene, tcruena- ar# xyleno: -
16) Carbon Regeneration. The regeneration of exhausted carbon by the use of a lurmce in provide extremely high temperahxes which vda6fixa and oxidze the absorbed
impurltias:-
(7) Carbonaeoous Stage. A stage of wastewater treatment designed to achieve 'sa cordarY al6uent Fmits; -
16) Centrifuge. A mechanical davica In which centrifugal force is used to separate solids Irom Fgofds w to separate 11q%ids of dillorant densities"
(e} Chemical AAdlion Systems- The addtipn pl chemicai(s) to wasluwator e[ an application pofrtl ipr ptaposes of improving solids removal, pH ad+-+stmant, a:kalinery control,
etc.; the capabilit)•'to exporimwnl with 614farenl chemicals and dffferenl application points to achievb a spoci6c'result will be considered one the capatility to add

Chorrical(s) to duej uriis will be rated as one rystem; capabilily to add a ciwmicat al a (SITwonu application poln;s for dirf WorrL purposes will result In she systems bang
rated is sRperald systems;
(10) Char'rical Sfudga C-ondiuor:ng, The addirion of a chemical corrpoLrsd such as lima, lerric chloride, or a polymer to wet aludga to coalesce the mass prior to Its
ap,:ica11Dn to a dew=taring devica;
(1)) Closed C'yde 5yslans. Vso of holding ponds or holding tanks lot containment of wastewater contairing Inorgaric, nori-loxlc materials from sand, gravel, cnntwd
stone or Dthor'simZar operations. Such systems shah€ carry a maxirrrum of two pcirsts regardless or pumping lacikties or any other appunenarr-es;
(12.) Combined Removal of Carb0nateall5 BOD and Nitrogenous Romnval by Nilrificalia A single stage system rvOtod to achieve pvrmil ehluont iirrils on DOD and
emnlonla rilra.gon whin She sarrw biological reactor;
(13) Dis&forrnaflon. The partial cc corrovle reduction of residual cHorirsv in a ligdid by any chemical or physical process;
(t'rho corTvorsion of nftrala-nitrogan to rilrogon gas;
i) Deritrificalion Process.
(15) Flectrodialyslr. Process for rorno iM ionlzvd salts from water lirou3h the use or Lorrsoloctivv fors - exchange membranes;
-sl Filer Pyoss. A protest operated, macharically for partially dewatering sludge;
Foam-Soparafion. The pEannod froNng of wastewater or wzzlawaler otilLsvrd as a means of removing excessive amourAs at detergent meLodafs through the
,dsc'lion df air In the form of fine bubbles; also called foam tractiDrtatiDn;
1 i6} Grit Removal- Tbo process of rarrs4ving grit and outer heavy rrirw&J matter horn wastewater;
(19) Irrholf Tank- A deep two story WasLawator tank consisting of in uppec sedimentation chamber and a Iowa rludgo digestion chambe(.
(20) Irmlrurnentod Rot Measaremenl A device which Indcales and records rate of Mow;
(21) Ion Exchange. A chemical process in which Ions from two dUaron4 molgWas are exchanged;
(22) UM.appricaLion:
(a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying cn the surface or by subsurface Iryection (i.e.,
disot plow); (nut applicable for lypas of sludge described In (11) of this Ru:e(;
(b) Ttealed Elftuvnl- The process of spraying trvalad waslewaloc onto a land area or other methods of applicalion of waslowzler onto a land area as a mwam of final
disposal or trealment;
(23) Tdicrosrxeen. A low speed, contirv.sously back -washed, rolaiong drum lilier operating under g-av y conddtions as a polishing method lot removing wspsertdad solids
from elfiuenl;
(24) Nitrification Priest, The biochamicat eonverstori or unoxidied rivogen (ammonia and orgaric nitrogen) to oxldiied nitrogen (usually nitrate);
(25) Hilrogortous Stage, A zaparaLe stage of wastewater treatrnani designed for the "6fic purpose or converting amrnoria rtrogen to nitrale,nitrogen;
(26) Phosphate Romoyal, fNotogical. The removal of phosphorus from waslewatet by an o,410anoxic process designed to enhance luxury uptake of phosphorus by the
microorganisms;
(27) Polishing Pond. A holding pond honouring secondary treatment with srd6dsrA delontion time Lo allow settling of firxgy suspended solid:;
(28) Post Aeration. Aeration loffovring torretntioml secondary trealaxsnl urtib to InRaase effluent D.O. or lor any other purpose;
(29) Posl Aeration. (Gascade) A polishing method by which dissolved otygon is added to the elAuonl by a normocharical, gravity means of flouring down a series of
steps or weirs; The flux ocnrfirsg across the stops or wain rmves In a -fairly tin layer and the opetadon of the cascade roquitvs no opwalor adusfinenl; thw. zero
points era asslgned even though tlys is an vssvn6al slap tc meeting Slta limits of the discharge permit;
(30) Powdered to Granuiar Adivalad-,Carbon Feed. A biophysical carbon process dial utilizes -biological activity and organic absorption by using powdered or g-arMar
activated carbon; Yvon or reganefaled carbon is feed controlled into the tystcm;
(31) Preaeralion. A tank constructed to provide notation prior to primary treatment;
(22) Preliminary Urils. Unit operations in lfw trea!rnenl process, such as scroeoing and comminution, that prepare iho liquor for subsequent major operations;
(33) Industrial Pretreainserd. -
(a) Pfe-Lrialmonl Urit, Industrial. The condtioring of a waste at Its source before discharge, to remove or to neutralize substances injurious to sewars and treatmenl
processes or to effect a partial reduction In load on the treatment process wHch Is operated by t7e same govarring body as the wastewater treabneni plant being
rated;
b) pre-troatmonl Program. industrial - must be a Slate or EPA toqured program to receive points on the rating shool;
(34) Primary Clariffprs, The first settling ranks through wNch wastewalor is passed In a realmIant works lot the purpose or removing saltioable and suspended solids and
DOD which is associated with the solids; .
(35) Pumps. All Infiuerd- elthmril and IrrpiarA puxmps;
(35) Radiation, Disinfection or sleriliralion process utilising devices omitting ulraviolel or gamma rays;
(37) Reverse Osmosis. A lreatrnvM process In which a heavy contarrinalad Iiocl Is pressurized through a membrane farnning nearly pure liquid free from suspen65d solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater !lows through tanks In which a series or partially submerged cires.iar strfaces
are rolalw: - -
(39) Sand Ethers;
(a) Inlerrrittent 5ological, FdlradDn of ailluerit following septic Tanis, fagocns, w some other treatment process in which ftxther b(odecernppshion is expecl5-d to
produce deslrod olfluenis; Hydfau:ic loading Was on these lifters are cornpulsd In gpdrac and have a reselling low gprnitf Qess than ono);
b) Rocirctianng biological - the same type of sand filter as defined in Subparagraph (39) (a) of this Rol* with the added capability to rocycla effluent back thvugh the
sand filler; -
Sand or JAIred-Med-ra Filters. A polishing process by wNch effluent Iirrits are achieved through a kxthor reduction of suspended solids;
'a) lax rate -- gaVily, by&aulically Ioadod filler with loading rates In the one to three gpWsr range; -
(b) high role -- a pressure, hydraulically loaded filter with loading rates In stiv rive gpmsl range; At any rain, the loading rate wit exceed throe gprrvsl;
(41) Socondary Clarifiers. A Lark which follows the biological snit of lrvatmonL planL and which has the purpose of removing sludges associated with dw biological
treatmanl units
(42) Saparalc Sludge generation. A part or She conlacl stabilization process wrrete the activaled sludge is translemed to a tank and aerated before ieaxring it to the
contact basin;
(43) Septic Tarrk. A sinya-story settling lank In which settled sludge Is in contact with the wastewater flowing through rite tank; shall not be applicable for septic lank
sys(ams serving singe family resldancos having capa4ly or 2,000 gallons or Iasi which discharge to a rilrification field;
(44) Sludge Oigeslim. The process by which orgaric cr volatile matter end sludge is gasified, liquefied, mineralized or converted into more stable organic matter trough
the activity of living organisms, which includes soralad holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificlal layers of porous materials upon which digested sewage sludge is dried by drainage and evapodatlon;
(46) Sludge Elutr'Wcn, A process of slu690 condlioring in which contain corstiluenls are removed by succossive washings with fresh water or plant effluent;
(47) Sludge Gas Utilization- The process of using sewage gas for the puposa or healing buildngs, &ving engines, etc.;
(48) Sludge Hohding Tank {Aerated and Nomeraled). A lank tr6lized for small wastewater Vealrmant plants nol contairing a dgeslsr'in which sludge may be kept fresh,
and supornaiani wilhdn awn prior to a drying rnethod (i.e. sludge drying beds); Ths may be darts by adding a small amouril of air sirnply to keep d'he sludge !rash, but not
necessarily an amomf that woad be required to acNovo slabitization el orgzric mattet, A nonaeraled tarot world simply ba used to decant sludge prior to dgrraiering and
would noL allow long petlods (several days of delonion) without resulting Ddor problems; _
(49) Sludge Incinerators. A bxnaco designed to bum sludge and to rarno,+e ali mcislurs and combustible materials and reduce the sludge 10 a slerile Ash;
(50) Sludge Sl2bitit250n (Chemical or Thermal), A process to make treated sJuNs less odorous and purescibla, and to reduce ow palhogonic orgarism content; TNs may
be done by pH Ltf,usimenf, chorine dosing, or by heal trealment;
(51) Sludge TNckener. A type of sedimentation tank In which the sludge is per -'nod to settle and LNcken ryough agitation and gravity;
(52) Stabilization Legow. A type of oxidalion lagoon in whch biological oxidation of orgaric matter is eflecled by natural transler of oxygen to the water from air (not a
p Tishing pond); 4
(53) Stand -By Power Supply. On site or portable electrical generating agaipm_n!:
(5-4) SLapc Screens. A stationary sctean designed to remove solids, incfu6ng non-biodogradable parft4aie (Moalablo solids, suspended solids and DOD teduclin) from
municipal end indusrial wast"aler treatment systems;
(55) Ternary Tteatms A stage of Vealmanl following soeondary Mich is p'imzrily lot the purpose of eillwnl potisting: A setting lagoon or sand or coal filler might ba
ornfroyed for this purpose; - t
(56) Thormat Pollsrcn Control Device. 'A device providing lot ltse transfw ol.hi:l from a fluid liowing In lutes to another Mud outside the tubes, or vice versa; tr other
means of rogulat3ng liquid lompora Lures:
(57( Thermal Sludge Conditioner. A c"iiwirg procoss by which heat is addet for a protracted period of time to improve to daxetefability of sludge by the scPub!Jizing
and hydtaufizing of ih? smaller and more K9Ny hydrated sludge panicles; -
(SS) Toxic Maierials, Those wastas of combinaDons or wastes, rocludioq 6lsease-causing agents whftit alter dschirgo and upon exposure, ingastion, inhalalion or
as sinifalion Into any o:garism, either directly kom the envirorvnont or indfocey by Ing6slion through food chains, will Cause death, dseaso, bahavioral abnormahnas,
cantor, gano:ic murra:ions, physiological malfunctions (including maliunccons in tWoduceon) or physical delormations, In such organisms or their olrspring; Toxic materials
include, by way of illus!ra5on and not knhlafion: lead. cadmium, chromium, metcury, vanadium arscric, zinc, ortho-}itro-cNoroberhzorsa (ONCB), pofychI00naled tiphanyts
(PCBs) and dchicratiphenyl Irichioroethane (ODT); and any other maleri24s Iha! havo cr may hwuillter be dale: fined to have toxic properties;
(59) Trick!:-hg Filler. A GOtogicai Ireafmnnt unit consisting of a malorial such as teoken stone or rock, over which wastewater is dstribuled; A Ngh :a:o trickling I ter is on-3
whch operated z.i bo,.wron 10 and 30 mgd par acre- A low rate trickling liller is n-ra wNch is designed io oporalo at one to four rsgd pof acre;
(:tin) Tricklicsg Filter (Packed Towor). A plug flow typo of oparalion in which svzslewaler ;lows down lra.gh su;cossivo leyors of mada or filtralo maisriol; Osga'rlc maleriat
is removed conlinrally by llsa activo biological fired growth in' each successive layer. This method may produco 'secondary- quality alluernt, or nisy be adaslac la
n rcdreo a Hiribed e:Murni; - - -
Vacuxhl F=ri;nn. Ce144e,gas, or f=,llOr Presses. DeYiCeS Wt-ich are 635lgne.- ..+ nonWeQ rscess wMtif I10111 either dgested oe undgostod studgii'p7Sor to dso:a zl 0-
her Iroalrnent. -

r
W Beverly Eaves Purdue, Governor
Dee Freeman, Secretary
132
North Carolina Department of Environment and Natural Resources
January 16, 2009
Richard B. and Chasity Hawks
3233 Saint Mary's Road
Hillsborough, North Carolina 27278
Subject: Permit No. WQ0008031
Richard B. and Chasity Hawks SFR
Surface Irrigation Facility
Person County
Dear Mr. and Mrs. Hawks:
H. Sullins, Director
Division
of Water Quality
In accordance with your permit renewal request received October 8, 2008, we are forwarding herewith Permit No.
WQ0008031, dated January 16, 2009, to Richard B. and Chasity Hawks for the construction and operation of the
subject single family wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until December 31, 2013, shall void Permit No. WQ0008031
issued January 30, 2003, and shall be subject to the conditions and limitations as specified therein. Please note the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
Please pay particular attention to permit condition 1.14 which requires submittal of a copy of "approved" plans and
specifications for the facility prior to the start of construction or the option of requesting a modification as long as a
permit modification is received prior to the start of construction.
An extension shall be requested, by the permittee, at least six (6) months prior to the expiration of this permit. Upon
receipt of the request the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate.
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 thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the 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.
Please contact Debra. Watts by email at [e-mail] or by phone at [phone] if you need additional
information concerning this matter.
Sincerely,
een H. Sullins
cc: Person County Health Department
Raleigh Regional Office - Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files (WQ0008031)
� LAU Files
I3c thCarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.newateMuality.ors Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1, [phone]
Fax 2: (919) 7I5.6048
An Equal OpportunilylAffirmative Action employer-54% Recycled110% Post Consumer Paper Customer Service: [phone]

The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to surface waters, nor any contamination of ground waters, which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality, such as the construction of additional or replacement
wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or ground waters resulting from the operation of this facility.
The sand media of the sand filter must comply with the Division's sand specifications. The Engineer's
Certification will serve as evidence that these specifications have been met.
6. A leakage test shall be performed on the septic tank and storage/pump tank(s) to insure that any
exfiltration occurs at a rate, which does not exceed twenty (20) gallons per twenty-four (24) hours per
1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of compliance with
this condition.
7. If excavation into bedrock is required for the installation of the septic tank, sand filter, pump tank or
other components, the excavation shall be lined with a 10-mil synthetic liner.
A sanitary tee and filter shall be installed on the effluent pipe of the septic tank. The Engineer's
Certification will serve as evidence that these specifications have been met.
9. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11, The following setbacks shall be maintained:
a. 400 feet between the wetted area and any residence or places of public assembly under separate
ownership,
b. 100 feet between the wetted area and property lines*,
c. 100 feet between wetted area and wells,
d. 100 feet between the wetted area and drainage ways or surface water bodies,
e. 50 feet between the wetted area and public right of ways,
f. 100 feet between the wetted area and any swimming pool,
g. 15 feet between the wetted area and any building foundation or basement,
h. 100 feet between the treatment/storage units and any wells, with the exception of monitoring
wells, and
i. 50 feet between the treatment units and property lines.
* Please be advised that the property line buffer has been reduced from 150 feet by a waiver
granted from the division. At least 100 feet of property line buffer must be maintained.
2

9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump control
panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
The septic tank shall be checked annually and pumped out as needed. The septic tank effluent
filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator shall be checked every week. Tablets shall be added to provide proper
chlorination. Only tablets manufactured for wastewater treatment shall be applied through the
chlorinator. Swimming pool chlorination tablets shall NOT be used.
c. The storage, pump, and alarm systems shall be inspected monthly. Any sludge or scum layer
accumulating in the pump/storage tank(s) shall be removed at the same interval as the septic tank
is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray
heads, that the vegetative growth allows a proper spray pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
RI. MONITORING AND REPORTING RE MREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and groundwater protection will
be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation area,
as required in Condition U(12) for a minimum of five years. This information shall be provided to
the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919) 791-
4200, 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 any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, spray heads,
etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
M

10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the Permit for such period of time and under such conditions
and limitations, as it may deem appropriate.
Permit issued this the 16th day of January, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-L qu� -� , uj��
Coleen H. Sullins, Director
Division of Water Quality
tY
By Authority of the Environmental Management Commission
Permit Number WQ000008031
0

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Mailing Address:
.4
Facility Address (if different than above):
Disposal Metho • SPRAY IRRIGATION
County: 1
i3
o DRIP IRRIGATION (Check rOne.) �1
Permit No, t J\E
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank,
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand jaccessible sand filters only].
c, Check one:
o The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination,
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day,
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
NOTE; All persons (owners) appearing on the legally registered property deed must sign this O&M
Agreement
IIWe understand the abo rej
u�irje�ments and agree to these terms as part of the issued permit
Owner(s) Signature(s): I ��.'� Date: _0
Owner(s) Signature(s): r `' �1` Pate:
SFR O&M (version 97107)

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