WQ0007144_Final Permit_19960229

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State of North Carolina
Department of Environment,
k Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 29, 1996
Mr. Doug McMillan, Chief Executive Officer
The Capital Area YMCA
Post Office Box 10976
Raleigh, North Carolina 27605
Dear Mr. McMillan:
Subject: Permit No. WQ0007144
The Capital Area YMCA
Camp Seafarer
Wastewater Spray Irrigation
Pamlico County
On April 20, 1994, The Division of Environmental Management agreed to allow The Capital Area
YMCA to temporarily increase it's spray irrigation rate for the subject facility in dealing with a lagoon
treatment and storage problem. As stated, winter weather had prevented irrigation therefore causing the
treatment lagoons to reach dangerous levels just prior to the upcoming camping season. This approval was
given based on a commitment by The Capital Area YMCA to submit a request for modification of the
subject permit that would upgrade the treatment and disposal facilities to ensure proper wastewater
treatment and prevent these type situations from reoccurring. The Division fully expected the aging lagoon
treatment and spray system to be upgraded to meet present day standards for the protection of human
health and the environment. The application submitted December 29, 1994, only requested an increase in
spray irrigation rates with the addition of spray fields and did not request any treatment facility
improvements. The existing treatment facilities are considered outdated therefore, Division is concerned
for the adequate wastewater treatment at this facility and for the health and safety of the campers and staff
and finds it unacceptable to simply increase the spray irrigation acreage and spray irrigation rate without
improving the treatment and disposal facilities. The engineers' report, submitted with the permit
application, confirms and recommends that substantial treatment and disposal facility improvements are
necessary. Since The Capital Area YMCA failed to request any of the expected facility improvements, as
part of the April 20, 1994, agreement letter, this permit requires specific treatment and disposal facility
improvements as recommended by the submitted engineers report.
In accordance with your application received December 29, 1994, we are forwarding herewith
Permit No. WQ0007144 dated February 29, 1996, requiring The Capital Area YMCA to make facility
improvements and upgrades which comply with current State requirements, and for the continued
operation of the existing subject wastewater treatment and spray irrigation facilities. This permit allows a
requested increase in the spray irrigation rate and the addition of two spray irrigation areas, as supported
by the soil scientist's report. Until adequate treatment facilities are approved and installed, this permit shall
restrict the number of camp occupants at this facility to the capacity of the spray irrigation treatment
disposal system during the summer season and accommodate any winter disposal of summer wastewater
storage.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

The Capital Area YMCA has stated in the submitted application that, if asked, it will act upon plans
to upgrade the wastewater treatment facilities as reflected in the "Engineering Evaluation of Wastewater
System Needs" report prepared by The Wooten Company. This report indicates there are many
improvements and repairs needed for the subject wastewater treatment and spray irrigation system. The
subject facilities must be upgraded and/or repaired to meet the standards for the protection of human health
and the environment. Section H of this permit, OPERATION AND MAINTENANCE REQUIREMENTS,
outlines specific conditions for improvements and repairs, as indicated by the "Engineering Evaluation of
Wastewater System Needs" report, and shall be completed or under construction by the date specified for
each. Please note some of these improvements will require a permit modification prior to construction.
As reported in the permit application and engineering report, the existing spray irrigation area (area
no. 1) must be rehabilitated prior to any increase in the spray irrigation rate. The soils for this area have
been damaged by stripping of the top soil and compaction. The assimilative capacity of the spray field is
virtually limited to evapotranspiration. The Capital Area YMCA must obtain a permit amendment to
increase the spray rate on this field after the pending spray field repairs are made.
This permit shall be effective from the date of issuance until March 31, 1998, shall void Permit
No. WQ0007144 issued April 30, 1993, 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, 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, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. John Seymour at
[phone] ext. 546.
Since ely,
� . Preston Howard, Jr., P.E.
CC. Director of the Pamlico County Health Department
The Wooten Company
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Brian Wootton, Groundwater Section, Central Office
Training and Certification Unit
Facilities Assessment Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY .IRRIGATION SYSTEM 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
The Capital Area YMCA -Camp Seafarer
Pamlico County
FOR THE
continued operation of an existing spray irrigation treatment and disposal facility (a maximum camp
occupancy per day of 750) consisting of an existing 6,000 linear feet wastewater collection system, a
sewer lift station, two stabilization/holding lagoons (one at 2.55 acres and the other at 2.25 acres having a
total estimate of 14.1 million gallons capacity), an existing and restricted 5.8 acre wetted area spray field
(19.8 gross acre size), mobile spray irrigation equipment using two above ground lateral lines and
senniger model 7025 RD nozzles with an aged engine driven irrigation pump (which has been reported as
unreliable), and all associated valves, piping, pumps, spray equipment and appurtenances to treat and
spray irrigate wastewater onto the existing spray area; and, the construction and operation of two new
spray irrigation fields which are sized at approximately 5.8 wetted acres for area No. 2 and 3.5 wetted
acres for area No.3 (with 14.1 gross acres and 8.7 gross acres, respectively), the construction and
maintenance of fencing to restrict access to the spray field areas, and fencing to restrict access to the
existing stabilization/holding lagoons, the installation of replacement pumping and spray irrigation
equipment adequate to extend to and effectively irrigate the new spray irrigation areas, and all associated
pumps, piping, valves and appurtenances to serve The Capital Area YMCA's Camp Seafarer with no
discharge of wastes to the surface waters, pursuant to the application received December 29, 1994, 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 March 31, 1998, shall void Permit
No. WQ0007144 issued April 30, 1993, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. The Washington Regional Office, telephone number 919/ 946-6481 shall be notified at least
forty-eight (48) hours in advance of the initial operation of the new spray irrigation fields
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.

2. 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. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
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 assimilate the wastewater, the Permittee shall take immediate corrective
actions including those actions that may be required by the Division of Environmental
Management, 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 groundwaters resulting from the operation of this facility.
5. 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 North Carolina Division of
Environmental Management.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
7. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 150 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 wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for
this waste treatment and disposal system. These buffers are not intended to prohibit or
prevent modifications, which are required by the Division, to improve performance of the
existing treatment facility. These buffers do, however, apply to modifications of the
treatment and disposal facilities which are for the purpose of increasing the flow that is
tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation areas and apply in instances in which the sale of property would cause any
of the buffers now complied with, for the treatment and disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will require a permit
modification.
8. Until updated treatment facilities are approved and installed, this permit shall restrict the
number of camp occupants to 740 persons per day, to the capacity of the spray irrigation
treatment disposal system during the summer season and accommodate any winter disposal
of summer wastewater storage. This limit is based on the water balance, the disposal
capacity and the projected occupancy rate stated by the permittee.
II. OPERATION AND MAINTENANCE REQUIREMENTS
Effective wastewater disinfection facilities shall be permitted and shall be completed or
under construction by July 31, 1996, so that adequate disinfection occurs prior to
wastewater spray irrigation
2

2. The subject stabilization/storage lagoon shall be effectively fenced to prevent access by the
public. The fence shall be completed or under construction by July 31, 1996.
3. The entire existing spray field area shall be isolated and shall be fenced to prevent access by
the public. As previously agreed, any golf course shall be relocated as necessary to
eliminate this use for all spray areas. The fencing and golf course relocation shall be
completed or under construction by July 31, 1996.
4. The existing spray irrigation pumping system shall have all necessary replacement parts,
including addition of pumps and a generator or engine that will be immediately available to
maintain the continued operation of the spray system.
5. Stabilization/storage lagoon measurements and soundings shall be made to confirm the
present treatment and storage capacities. A report detailing the results, including
calculations and procedures, shall be submitted by December 31, 1996, to the Division's
Permits and Engineering Unit and the Washington Regional Office. If the lagoons do not
have the estimated 14.1 million gallon capacity, appropriate corrective action must be taken
including any necessary permit modification or the decrease in camp occupants to ensure
adequate facilities for wastewater treatment.
6. The Camp Seafarer sewer collection system shall be repaired to reduce or eliminate
groundwater, inflow and infiltration, which are allowing substantial quantities of
extraneous water to enter the sewer system. All needed repairs (or permitted additions)
shall be completed or under construction by July 31, 1996.
7. The existing sewer lift stations shall be repaired to correct all safety problems indicated by
the "Engineering Evaluation of Wastewater System Needs" report, with all repairs to be
completed or under construction by July 31, 1996. If substantial design changes are made,
a pernnit modification will be required.
8. A permanent and effective pump station shall be installed to replace the "portable" spray
irrigation pumping arrangement. The spray irrigation pump station shall be completed or
under construction by December 31, 1996. If the YMCA does not choose to request a
modification to this station, acceptable justification, calculations and details shall be
provided to show why this "portable" arrangement should be allowed to continue.
9. Spray Area No. 3 is wooded and shall have enough of the understory removed for effective
spray irrigation before it's utilization for spray irrigation of wastewater.
10. A plan for the permitted disposal of the wastewater residuals in the stabilization/holding
lagoon shall be prepared and ready for implementation on or before December 31, 1996.
11. The facilities shall be properly maintained and operated at all times,
12. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
Ieast weekly and each Class II, III, and IV facility at Ieast daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
13. A suitable vegetative cover of the spray irrigation area shall be maintained.

14. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
15. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
16. 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.
17. The application rate on spray area No. 1 shall not exceed a cumulative loading of 54 inches
per acre over any twelve (12) month period at an instantaneous application rate that shall
not allow any runoff or ponding. Special care shall be taken to supervise spray irrigation
for this spray area since the soils are reported as damaged from topsoil removal, erosion
and soil compaction. All efforts must be made to repair the areas and prevent any runoff.
The application rate on spray area No. 2 shall not exceed a cumulative loading of 83.2
inches per acre over any twelve (12) month period at an instantaneous application rate that
shall not allow any runoff or ponding.
The application rate on spray area No. 3 shall not exceed a cumulative loading of 69.4
inches per acre over any twelve (12) month period at an instantaneous application rate that
shall not allow any runoff or ponding.
18. No type of wastewater other than that from The Capital Area YMCA's Camp Seafarer shall
be sprayed onto the irrigation area.
19. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
20. Public access to the land application sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each
site. Adequate fencing and all steps necessary shall be taken to prevent children from
entering the spray area.
21. Freeboard in the treatment lagoons shall not be Iess than two feet at any time.
III. MONITORING AND REPORTING REQUIREMENTS
I. Any monitoring (including groundwater, surface water, soil or plant tissue analyses)
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. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to, the following
information:
a. date of irrigation,
b . volume of wastewater irrigated,
c. field irrigated,
d . length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each
field,
f. weather conditions, and
g . maintenance of cover crops.

3 . The effluent from the subject facilities shall be monitored by the Permittee at the point prior
to irrigation every March, July, and November for the following parameters:
BODS TSS
Fecal Coliform pH
NH3 as N
4. Three (3) copies of all operation and disposal records (as specified in condition III 2) on
Form NDAR-1 shall be submitted on or before the last day of the following month. Three
(3) copies of all effluent monitoring data (as specified in condition III 3) on Form NDMR-1
shall be submitted on or before the last day of April, August, and December. All
information shall be submitted to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
5. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone
number 919/ 946-6481 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 occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility, or any other unusual circumstances;
b. 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, aerators, compressors, etc.;
c. Any failure of a pumping station, sewer line, 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; or
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
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.
I V . GROUNDWATER REQUIREMENTS
Monitor wells 1 and 2 shall be sampled March, July, and November for the following
parameters:
Nitrate (NO3) Ammonia Nitrogen
TDS TOC
pH Water Level
Chloride Fecal Coliforms
Total Suspended Solids
Volatile Organic Compounds - In November only (by Method 1 or 2 below)

Method 1: Method 6230D (Capillary - Column), "Standard Methods For The
Examination of Water and Wastewater", 17th ed., 1989
Method 2: Method 502.2 "Methods For The Determination Of Organic Compounds
In Drinking Water", U.S. EPA-600/4-88/039
The measurement of water levels must be made prior to sampling for the remaining
parameters. The depth to water in each well shall be measured from the surveyed point on
the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed to
provide the relative elevation of the measuring point for each monitoring well.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured in
the background monitor well exceeds 10 mg/l, this concentration will be taken to represent
the naturally occurring TOC concentration. Any exceedances of this naturally occurring
TOC concentration in the downgradient wells shall be subject to the additional sampling
and analysis as described above.
If any volatile organic compounds are detected by Method 6230D, or the equivalent Method
502.2, then the Washington Regional Office Groundwater Supervisor, telephone number
919/ 946-6481 must be contacted immediately for further instructions regarding any
additional follow-up analyses required. The results of all initial and follow-up analyses
must be submitted simultaneously.
The results of the sampling and analysis shall be sent to the Groundwater Section, Permits
and Compliance Unit, P.O. Box 29535 Raleigh, N.C. 27626-0535 on Form GW-59
[Compliance Monitoring Report Form] every April, August, and December.
3. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
4. The COMPLIANCE BOUNDARY for the disposal system is specified.by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed prior to December 31, 1983 is established at either (1)
500 feet from the waste disposal area, or (2) at the property boundary, whichever is closest
to the waste disposal area. An exceedance. of Groundwater Quality Standards at or beyond
the Compliance Boundary is subject to immediate remediation action in addition to the
penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
V . INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
M,

2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Environmental Management or other permitting authority.
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 or facility at any reasonable time for the
purpose of determining compliance with this permit, may inspect or.copy any records that
must be maintained under the terms and conditions of this permit, and may obtain samples
of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
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. 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. 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 143-215.6(a) to 143-215.6(c).
5, 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.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205
(c)(4).
8. 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.

9. The subject wastewater treatment and disposal facilities shall be connected to an operational
publicly owned wastewater collection system within 180 days of its availability to the
subject facilities, if the subject wastewater treatment or disposal facilities are in
noncompliance with the terms and conditions of this non -discharge permit or the governing
statutes or regulations. Prior to the initiation of these connection activities, appropriate
approval must be received from this Division.
Permit issued this the 29th day of February, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
6' ze— '41�
. Preston H , Ord, Jr., P.E., Director
ivision of EtivironmeDtal Management
By Authority of the Environmental Management Commission
Permit Number WQ0007144

Permit No. WQ0007144
February 29, 1996
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
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 this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

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RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility:
Owner or Contac'
Mailing Address: fc7 TC R q C
County: Telephone:
Present Classification: New Facility Existing Facility J,--
NPDES Per. No. NCOO Ntlndisc. Per. Health Dept, Per. No ' _
Rated by: r~ o Telephone: }j- s C sqr 2 Date: ofZOZ19s
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
OFRC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation. LandApplication
Waslewate,' Classification: (Circle One) J II III IV Total Points:,_
F.=PMSN7 WRQK ARE: AN 117r;GN� PART Or IN7USTRlk PR-D-DXTY:)N S-A.L
"Y "CCUr Tt_N A,In i '=C FG 17 r
$.-SURFACE C1.AS5.FtZAT►CN
(rhec'' a' units that apply)
1, septic tanks
2-pump lanks
siphon or pump -dosing systems
4-sand fibers
5 arease traprinterceptor
£ oi:!W2'er separators
7., sit�su-11aoe treatment and dispcsal
orevily
ressare
SPRAY IRRiGAT1aN CLkMFCATT)N
(check all units that apply)
1. preliminary treatment (definition no
2. lagoons
3. septic tanks
4, pump tanks r1�
$"V---f>"nps v
6 sand filters
7 grease traplinlerceplor 1r•r dr.
8 oil/wafer separators
P.-disinfection
16. ehemica' addition for
nulrienl/algae control
spray irrigation of wastewater
32 )
n/rS�1�;fCc�F•t FJ / �r �t'sPY/
i reSTKiY�r'� %a�cc..r rf `F.-c�
Pretraetrnent ct wfsieweier In excess of these components shell be rated using the point rating
system and will require an operator with an approprlale dual certification.
LAND APPJ--AT1C>N RES1DUAL S CLASSIFICATION (Appr�es only to permit holder)
1. T Land appiicalion of b;osoltds, residuals or contaminated soils on a designated site.
t' ASTE1','ATER TnE,k*nJ,Eh'T FACILITY CLASS.'FCSTICN
The fof'owing systems shall be assigned a Class I eassirication, n!.�leSS the flow is of a sign!!icant quantify or the technology is
unusuElly complex, to require consideration by the Commission on a case-by-usse basis' (Check ft Appropriate)
1 Oi:'wz:er Seperaier 5yslems consisling only o1 physical separation, pumps and disposal;
2 Sep:ic Tank.'Sand Filter Systems consisting only of septic tanks, dosing apparalus, pumps,sand fillers, disinfection
and direct discharge;
3 Lagoon Systems consisting only o' preliminary treatment, lagoons, pumps, disinfection, necessary chemical
treatment for algae or nutrient control, and direct discharge;
4, Ciose6doop Recycle Systems;
5- Groundwater Remedialloa Systems consisling only o! pumps, air•slripping. Carbon adsorption, dis;nle:lion and
disposal;
6. Fish farms with discharge to surface waters;
7. wa'er Piani sludge hand,inac and back wash water treatment;
6 Sea'oy processing consisling o'. screening and disposal.
9 5i-,c:e•ta„ily discharging systems wilh the exception o! Aerobic Treatment Units, will be classified if permitled alley
July t, 7-09: or it upon inspection by the Division, it is found that the system is not being adequa!e!y operated or
msi^, wined. 5vch systems will be notilied of the classification or reciassifiration joy the Commission, in writing.

r
The following scale is used for rating wastewater treatment facilities: (circle appropriate
points)
REAd
PO NTS
(1) hrdvsarlal Prstrsatmara Llnhc on Ylduttrftl PtINVO mlelA Pm rams (aaa definhlon No.
(2) DErIGN FLOW OF P-NT IN Qpd (rot appiiubI4 to non-conuminated coaLnp wwom, sludge har4inp
lauikka for waler pvrllicatbn plants, Sourly dosed cyele syatema(ese delinhlon No. 11), srd lacilities
eoruislinp only t' ham, (4)jd) or hums (4)(d) and (11)(d))
0 . 20.Oo0.- _r ...._..__.
2O,DD1 50,OD0.._.—..»....-_«.._.r.r_.._..._ .«....._.__�._................_
2
1DC.603
6DD,003 1.D00,000 «•r �,,,.,,,,,.,-,.,,��,--„Jy
w
1,000,001 - 2.DOD.DDO.._ _ «. . «« «_ _«
2,C00I,401 (and up) rate 1 polnl addition) for each 200,Wo 9>d capadty up to a
S-Y co C
D•tipn Flow (po..a )__,__r�
(3 } PRcJu►tigRY il:'TS rADCESSES (awe 6efc>IYion hb.32)
or
(b) Mechanics' Sorsew Stalic Swoons or Cammlraning Devices
W Grt Remtsval».-........_
or
(d } W chvxca_t or Aamled ark
{ s) Flow "awrine Dvvioa
or
(f1 Instrumented Flow Meawremmm?
2
(hJ Wiuert Flow Equalacion....«...___
(11 Grease or Oil Separators - Gravhy_
Me: ha pica'.........•...._...._.._.._.�..........._._.«...._.._..................._......._...................................
_»..........3
Dlssohad Air MI& ion._ __ _ _....... ... -, ...... .. ._. .... «. « «
_.». ...i
(1} Pnchlorinehon..................._.___-,.._............«......-«.___»_....._._......._».........«._.»........._«�......5
{�) FP✓J.r,4YTRF4i1f.,3JT llQTS'Pi�CES5E5
(a) Septic Tank (see dafinilion No. 45)..........-._._- _�_..__.____
(b) Imhcfl
(c) Primary Clarifiers...»...._.._.— ....................
{d) Sattlin; Ponds or Sehlin; Tanks lot Inorgaric Non-loxlc Matsnals (sludge handling la,6miiez lot
wale, puril4a:i2n plants, sand, gravel, stone, and ottaer mining operalions esap; rsrJealiorStl
acthhlel such as peen or pcld miring)......._..._.. _ ..... « ..........--^--•-•-• ..... ........
(_} S^.,1'::Ag%.'TREATME,7LN-,SJPFiDCEMES
2
_ (a) Ca bon a aovs Sups
(i) Aoralion•Kph Purity Oxygen Systern....... ........ __...._.. __._ _........_. _. ...2C
Di"used Air Systam......................... .». « .. «».«_...._...10
Me:hanics' Air System (lined. liosling or rotor) .........
-%s Arals Skicigs Raasrwion............. _ ._.�_..._..__.
__...3
(I 166Jv)Filer
Hih Ave ._..«................ .........`......_---..•.................................................w............7
Standard Rate ..... ..... ................_....•••--•-................_.................................................5
PackedTower ...........................� ... _..................._....... ........
...............
tilt] 6,ob¢:aIAsrated FitherorAsrated
$,obgea' Fitar---------- . ... « « ..........................
10
Aerated Lageont................._.. «_..... «_. _.._._.............................10
(v) F�DAlin6 BEotagica ConlacyoR.._.. _...... « .. _. - -^... .........................
10
(vi) Sand Fttlers-Intarmilunl biological.__ ...._ . _»._...,., _.............._»._.....2
Recirc%i4 inp bloioplcal.`.._._..._—_..«......«......•..,.._....... ..._............. ...............
(YL) Slabil4vion Lagoons
........ __ .. �_.. _ ........» _.......�._.........«..........
(viii) gaiter ................... ». ......«_.- ........... ........... ....._.„._._.5
....
(iz) SNIB :tape system for combined caftrisceovs remonl W BOD and Mrogenovs
rarrtvva: by niuliicakion (s@4 delinition No. 12)(Poinls far they ham have to be in
addr,ion to Ilerns (5)(a)(i) through (S)(a)(vi"u),
uli:,ziny the ertsnded aeration process (sas definMion 14038)...-.»..... .........................
_...
utl'izing other than the extended aeration process...-._.._ .......... ..,..... ................
._. .s
(x) A'ulriets additions to enhance SOD r4MVval........... _...................... ..... ..._........................5
(xl} EiDIDglcal cvhure ('Super Bvps"Aodition... ............ -___........................ .............
........ 5
(b} ti l'Dpenovs Slip*
(i) Aeration - High Purhy Onypan Sysism._.- _....... .__......_...._...._..............._.........20
DEhC%&e Air Syslem..........................................................................
.........1 0
Mechanical Air System (lined, floating or rotor).........._..._..._._..._......................_....6
Separate Sludge Fi"vation....«....._.»..•.._.•................ _............. ..................
...............
(ii) Trickling Filter-H)ph Rate.... ......._._.. _..............»......_......._................
................ 7
StandardRate ....... ....................... ......... :...... ..........................................:....................5
PackedTower..............................................................................................................5
phi] BiLlop'u! Aerated Filter or Aerate: Biological Filter.__.___._...____..............._..._.__....10
{iv) FE""; B;otapica'. Comanon:..........................................._....._........................_.........10
(Y) Sand Filter . iniwrn'men: biological ............................. ........................ ..............
.•.............
tie:irctftaling biological ....... »............................................................................................
(vi) C+"ar........ ................ ..... ............................................. ........................_..........._.........5
(E) TER?kaY0;;A'D'kNE0TREA7MgNDLx.;,SM FOCESSES
(a) Aci-,a',ed Carbon Eods-
wilhow carbon repsnaration..._...__.._.»...»............................................................................S
with carbon repeneralion................ _......... ,...... ................................................ ....................1
$
(b ) Powdered or Granvlu ActNsted Carbon Feat}
wiihouicarbon regeneration..................................................................................................
with carbon reyeneralion.....................................................................................................15
(c) Air atrtpp°%.-...................-....................
fd ] De itr;rrs, on Process..............................................................................................................................
to

(0)
Elocirocialyslit -._—
(f)
Pcaln Saparatio _, - _s
(0)
ion Exchange----- — _-b
(h)
Land ApplataLien of Treated Eilllrera (see dertnhbn No. Y2b) (rsol spptiosbls W sand,
(1)
99rava1. dons and other slzr"r erllnLtg operations) by high rats Ylt-AMLjon.,,.r._ - - ---
=
())
Phosphorous Removi tt)' Siobgril Pawass (Sao •derirtkion W, 26).-•-.-....«.«»«. «..........«........-20
(�)
Polishing Ponds - without aara0ar.,
srlth aeratlon­
(I)
Post Aerallon - eammda.._ __--..
(m)
Reverse OSMOSla.
{ n)
band or Mtrod•Iriedia Mom - low rala _�_•r -2
(o)
high rate 6
Trealmom prooe"ot for removal o! metal or
(r)
In"11 nt processes Ior rsrrtoval of bxic frularials other than Millar or eyanlda —.1 5
(7)
SLMETRr'1,7) EN'7
(a)
Sludge DigeStionTank- Basted
As rob is a
unfualad 2
(b)
6lvd90 Slabitization (chemical or lhwnrsaJ)
(c)
Si.;dga Drying Beds-Gravhy _ _r w «......--_ _ - -----.
(d)
Sludge ElutrULicn. ._«..__...--____
(a)
Sludge C-Omdhioner (thorn" or Lhu'mat) S
(1)
Sludge TNcksnor (gravity)..
(0)
D'usotvad Air Fbtaliort Unh (not appticaMe lb a unrh rated as
(h)
Siudgo Gas UlLialion (rncludirag pas stwxga), 2
IU
Sludge Holding TAM - Aerated. _ _ Orr
Non•Ore!'IueO„_.-_-_..._............».«................`.`_._........-...........,.-_.............«._..,.-._ _. ...2
(11
Ek)
Sludge Indrrrator (not hicluding amilvaied carbon regvemmlion)._. ... -. -_ - -_• „_ _, _ 4 0
Vacuum Fire.
Cenlrilugs, or Finer Prau Of other timltu dswaiarkrV devices.
(b)
RESIVJALSUTMZATIbr+UDISPpSAL (including ircrrruadash)
{a)
Lagoons._....» .............._.._ .._.... ...... .- ..._�. - - .- 2
-�
(b)
Larry Apprieslion (svrtaca and subsurface) (see deflation 22a)
by coNracting to a Land a,plicsiion operator or IandiiR operator who holds ilia land
application parmt or lan6hli perml:..�. ._ .......-.......... _.._...... ......._... «._
(_)
� �.'-.......2
Dedicated Lzfe'Il(burisl) by the patmhlas of the waslewater treatment
i S)
iJeSr.)^ct1'L7�'
(a)
(b)
Ch)odnil ion--.--.----.-.....--. -....--...«.__
Dechlorirulifxt..._..._....«_.�-�....».»......-.......`.�_....._..
1C)
...................«..._,.,.«.........»._.--......`.S
(t C ]
(d)
C-=u;CZAL
Rad'alion..................... ........ _ ........ .-.._....„.............. �...._.....,_.
ADD' ION SYSTEM S) ( sae delinttio..j hb. g) (no! app6uNa to chemical addlsions rated .as..« hem».
{5;�),
(6)(a), (6)(b), (7)(b)• (7)(e). (got), (5)(b) or (9)(c) S points each:
{ t 1)
N'S�F.1j.'re4J5 LtIT,'S'Fr?JCESSES.-_.......�........-.«__..........-...............-....«.....».«....-»�.......��...�.......-...-„.S
(a)
Hcid-n, Fonds, Hol: !!nG Tanks o' 59n1ing Ponds (or Organic or Toxic MaMals Irciudng wastes
from Mir -in; OP47;iO.na "?%ainln; nitrogen or phoyhorvs cernpourldi In amOVnls algnlfcjkrlty
greats' trap is commcn for d=mesiic waslewasu._............_...-..,.......--.._-+...._..
(b)
._ -....1
Ef!,uen; Flow Equalizvion (no' applicable to Storage basins which are inhemni in Land application
{_]
s•vSlems)...... .-.............. -....................-_..�..._.......................................... ............. _......_.,...... Q
S,apa Dm arge (w Appt,cable to siar:ge basins inhorsrt in land spplioaLion
(C}
(e;
Farr.pS...... .............„-. ..........,.......... --.......... .-._...._...........«........_.............................�.�_.._.�......
S;lnd By POWs' Supply ..........„....._.-......
(I }
. - ..„... �. ....» - .. «_..._._,....«. .............
Tne-?-.x Polrnlon Cemmi Device ................................ .. ... «........ « ..... ..-.-,«. ..........«..........3
TOTALPs]INiS. .. ..... ,-. «-._. ... -,_.
O-AMFrATCN ) U
!paal`......._..._....-..._...............»..«...........,................�.................,..... 5.25 Points
' u H«........_._..`...._.__......_................................»«.......`......_...............26.50 Points
O ssIt........................................... . 55.65 Polnls
C=N..... . _...�......,-....., .. ...............�.............-......66-Lip Poins
a rot::rV e! ane tiveugh lour points, Inclusive, do net require a com8lad operator.
Fac':tie: haul^r am av`va:ay siudpe P'O'-esi "it ba aisi;-W A m1lrrwmt1aasFi:4:;on Ot Class ft.
Fa=i:i;;e t Ir6atfnen' processes for the ramova! or meta' or cyanide will be essignoea minimum Caxsiftuli0n of Class IL
Fa=Li['03 hav;ng Iraa[meri p'ocesses for the biorcg:cat remova; of Phosphorus wit; be assigned a minimum classiliulion of Class III.
'bow Dg FI V YIDHS
7nl I& t' 5 Cso"% ems char APPP Y 11"D-5'106P We t,abchl ptar, - -
(ti Arl'"r cl- Q 6aC1 A Phr 1'ca'rCha�,:re' i,oriv It, mw ing ool,olt er ts"t rrissw : Oren wall—liw arlutni, The CDlvm•.11 Pr bads aloe in hs maruk -'a have
a 1, n [ale +a -y,n; herr. t«t is lq-, pa;'eiv pt' mane Pe' FQ.,ara WO: and Run Da e;rw uipavr a dewf,tCr, "rbon Dedc Carbon may or may me: to lay4na.'e1K on ha
r•'e [•.l�l',{' Uilt,15n'. plain! 4'It;
L2, Ae:viic :I;ee-,s A tic" vn +.!1,t . a', ad,Cl srl ma'vsai•,ef i'+ a'aap ratan a"d by vi•:Fh pokrp';ca! "NUton Cv arpanis manar IS 1`06 e09 rums. liflik alr arcaieraNd
uansh, e' Day;t, on a I'v.. Iko-Sn basic;
p'�911 0' t111;rt; /b0V v,[mlu loner'+ ba t«ar, a;• v As' plenty oiypw r'I a 1kod by sp•ayeyy. aQ(elien Dr die,al;vm,{la) 6atsndie Avown An
Orr slain_ 1'.+C�a P,cress vt, amt; a mra,rV., hy&b J'c CWLMAbm a,r,t DI is hO6rt.
te, Ai-.r J.ja,r rna•vq%e $•te Mr pia er r. a CtPF is ped.rad, rmarvp►d, and t"""ltd iCroP J•.r Ofl pasha[, pravii, ate%. alc.):
{'_; Ar S1";>',G A P'KIM' t7 ►'*c r. hl em�nm,.rr. ion a snl cGe-01 sd It bite ve ■mr On:a LPN, adjoirna-C) w,[n Ttl ■,,oria taan talaaiad to Ina 4""phra by
Ptira� rate ,llnW: , /x cr � pv.essei "Ch nrmeve pdrdeum prod.Cb lecn AS trt nttrr, In t.ana. and cylane,
I tt; G-bc Faganra[o• The rrr,traten D! a[ha v+laG ca'twn F. Tr µe v! a r✓rlaea It pvvido asVa m.ry K?h famperalvas ankh ra'a1L3e one et;d.[o the 474&bad
►r.�Jil,l t,
C) Ca :v+art JII 5aa94 A Ila9t or was:n-other aaa;marc &W;ne0 k arhiava-aatendur sSWanl eehils;
(I' C ,TA.; A mlcr,am,ca' oev;ca In -hcr• errr.niKY f.ta h sued tc IaFYall 96-0s 1107. Lq.ads o, ID topa'ail iq,fdl of e:da`arn dtrabal;
la, L•.:� n to-,r S•ua -,t� Tna lea. a c' rh» cjl,[) at weilM ile• 11 a, app cal,D' pen• It, Puposts e' imyavima coLds remove% pN iC,.n t-�a: ■Lal,n.r; ttr,t+ot
cara•.r 1t rMnrals and Ittterom: app461vp Panls It arh:tvl a SPO;AC rot Wl. M.1', be consi6,ioo G"l l)'tla-r, r„e caplb:'r; l: add'

istm c qe) is dish anlss will be wed at auto ay'osR,t; onpablity am odd s arrrieal at s disorient applicalien pains for Wforanc parpwso 1.0 mall h he sysewna ►emQ
retie as egs'aM s>jrlwns:
(to) Cenrriul Sworn Gae6iaririg. ilea ad"m of it dsavic l prripmrid Such as #na. lent= ardaide, or a Pools 1 ID Mt mM,dge AD aarloaee roe mass prior S is
ap¢icourin k a row*11wng de+ico;
(ii) Gbsed Cyde ly%Wne. Use at holding ponds or holding Witte Itar eoretalmrrd of wa.st►waler,&naking Irsorpanic, non•tork matorla!t ram stand. gavel, av"d
stork, es, aher aYr" opwatard. Such syswns that; carry a rmxfrrum of Fro po;nLt regarmoit or pxrpirq Isolrtes or arty eater sppvn+rrrcss:
(12) Ca+st ned Remark,' of Carbonscoata SOD and liragerrew RemDvol by lCrstt6uliorr A atregie star system ttgirod to seiiH•e pgr"I oltkaornt Monts on 600 end
WbMXrJa ritrcgren w lhi-I tr aarre biosopiW reactor.
(13) DacHer4dskr. Tyr psrtai or r!orrp!ele rsductien of roakktal c lorint i1 a hiq•rtd by arty d*Mcaf r physlcml Feces;
(ml, Dt-I'vacaWn Process. The corwrsion o! stivalo,nhagon lb fitrogert pas: t
(r5] 6ectradalysts, Prongs la raerovirlg kr4iod sahs rem wets, though the use of isr►ssloetive fpnaet:!&nq erssrrbrarws:
(r� Fl r Pnu. A process oporalk need anicaay for partially e.wawring alvcirz
(sT) Four, iopvafon The pltmve rotting of waahwstor of was swslw *deem at it mean me( rarnoAng atntsM orreaaraa of /rlrpont enauAttt though the
irred.drs of ai Infw krrr, W ins bwbbfst: alto Woe loam i}ettanaton;
(19' Get RrnomL Trio process of rerrxNLN gri: and oVw heavy rrinsec madr tom wastewater;
(it W-ho' Tan. A don t+•s awl waiterwaw: tank icaulstnrg of an upper jKVmardatan "trber and a lover &budge irgetion &&flier.
Mi kdlrimmilod Fo' hlees+ronnwL A device which Itndcates and rocordt rate of low;
(2t) Ion Esdungo, A Chemical p east In wt,lch bores Iran br0 dflerent mudetules rare u&wgod;
(221 LA me Ap#=i on:
(a) SWr Dhsposa. A ire' aktdoe drapes,: naathod by wt',leh wet Whidi a may be erppliad la land aihw by opraykV on Yet surface or by subsufaoe irt)vr►on (i.s.,
eisof pbow): )rct sppFcaUs Ior lyP+s O! aht6Qo 408-cfibe0 In (11) of his Auf1);
(b) Treated Eaaar4 The process W Waybra re&Ld waswwalw onto a Ism area Of ottr Rsehods of appUts6sn or waslawaler onto a Ian1d orsa at a nrua of Itme
daspcsel or rsomart; - .
(23) Mictolceen A bow spate, Cor6mmusly backrraa?re. Mltrg dr M SUF oprat'rag W-A%r graviy 0W4L;6ra as a pds►ting ff*lWd der nrtv+k-rg auspmrlded sogds
lrcrh slflawgz
(24) ► wAcatrt Proctsl. The biochemical eorrvarsion or WwiL'diod rivopsn (wwraanlm and organic rilrojen) b 61idi20d dirogtn (latra!1y duet):
(75) MV-"embia Stop. A s►pswe sugw of watwwalw ♦sstnent designed for W aperiftc pupesa of Oonwrtng amrrsoria risoom to rivals nirogem;
Q*', ►heapNio Ronho+sl, ddopei. Trr rerrCval of phosphorus ram waolawsu! by an otkrarsoxk process desigmed to W0*mco Maury srptaka of phosphorus by ttw
vrra oa p aritrtn :
(27-1 Par0ing Pad, A holding pond faaowing se andary Teettfhant whh "Went detention t1rr to allow "Ming of "y sanpanded sofids;
(71) Pei! Aarafoi Aersi" holm Ang cwwankoral secondary raslnnnl aaria to Increase oKlursl 0.0, ar for any ohw psxposs:
(29) Fos! Aeniory (Gaus6e) A pc1hHng met# by wts'd't d[ssorved osyoeh Is added to the mlaueX by a norrrreterics!, gravity rasa, or Aatring down a Swiss of
sips w wors; The bow eccu7in; across rr slope or weirs moves in a fa!Ay fin layer and the opetston of tit eamesdo regAtej m pevmW assystmeni, hes, tea,
perr44 are asLgnoe even hou;h Via Is an essential step to rraeotng Una bail} or the drschuge pamlh;
(3C; Powdrsd Ie GranUar Aeuvetee,Ca•tcan Ferd. A Nopt)yslcal evbon process f&1 vtifixos biological aeiviy and organic absorption by wi% powdered or graruta,
scovalve carbon; Vrgin or rtgerrrawd carbon Is to ►d CVMVO!Imd ITS M Systems:
(31) Prsawallo-s A rant ccixtruci►d to provide oarailon Prior to primary Veivrrrd: ,
(32; Ptol—"*Ary Units. Unit operator In ter tlstment process, sus at saawi4V and eorrrt insficn• f ul p,opare ten iquaoi for'subsegterd mayor opsraioess:
(33) lydvimis; PraLta Vrie-4. '
(a) Prs-itettnm! Uri(. Wursela'.. The cmd6oring of a waste at he aotrct bolo+# diwha,gs, b nit ove Are to nrutatizo subsioncel In)eriours to aewrs are roasmn:
ploceests Or No Of ed a pma' red.ction In load cn too reaTnw. process whey It operated by M same govsrring W01 as the wastv,vsty: r►t IIne.T• plans being
rased;
b) Pra-rsat+rnnl Ptopsm, Indu vitl • mLxl be a Stmts or EPA regelrod program to raeeive points on the rating wKt;
(34) Prserary Garirvs The iris serving ta.-ks Vy"h Stich wastswalw Is patamd In a rsa"Mrf wurlo le: Ue Wrposs of ramaV ng tsrisabls and suspended soidt and
so:) wr-dch 11 asacdored v+.r, ins soTds:
(35; lr` y.;s. Ay ratowt, mMvsen and lnpiartl pvnps;
(36) Radalo, Asinlsrton er slvl,.tatir. prcco,s vtifir;ng devices earring tAtevidel at gaffe rays:
07) Roverso Dsrres:t. A Iresrnn: process In w,1ch a heavy rbn'drintled li . e is PretacrEzod Trwgrr a rnembrano Iorming nearly peso liquid Area Isom wspondrd solids;
(31' Relative E,olog,cal Ccrc;&nors. A Live! biologics! growth process In wNa wattewaomr Sows Tv"'1 Ur%" in vftch ■ swiss of partaby tbmorgod ti,nlmr aariaces
are :Oa lee;
(39) Sane Filers
(a) lnlwrtinwr 6ologicrFlt,atdn of or,uen' btiovAN seplic U,*s, Itpoona- or Lems oche' 4eatnare process 1r which fertvot bodscofposltlon Is response to
prorLcs clodraf allwrr,s: Hyena fic loadnj rmtet on t:hass fi'lwi are ecrtphn►d In godiat one hove a reaching low gprNsf Qess list) ore);
b) Rea,nlatnj b'ao;ical • the sarrH type e! send R'lee as de6nae An SWperaQraph (39) It) of ¢tit Rio Sir: ram added C&PSWIly, to secycis Covent pock Trovih the
aerie filter-
(i0; Somc or Uizoe-wfel& Filers, A po.ah:n% protest by w`a'eh olfruenl limits use schrrod hrotsg>1 a A.Mw nowcton of wsperadod tads;
(s) Is,. rase pj W,; . itrdajLcal) lc;Nt 6'7w wlh loading roles In the ens to tnfes gp,Tvaf ranje;
(b) tag,, rats a p ezauo, hyrreulrca!,y loeded Alter vr.N loednS islet In no trve gq-dsf ramp,; K any sale, the loading rase will seemed Woo gprrvsl;
(41) Secondary Cjsril:ws. A tank which Eolrowt ho biaogieal Unit of Irsirnort pram and which sus Tit purpose of rom vl% oWrs associated Sion aw bio!ogica!
Uasemenl units;
(42) Sepsrely Seudga Resarstm. A pan W the cm:acl slati Gaston process Mors the ectvslod Nv6Qe Is ranolomod to a tank and aerated below touring It ere ter
Cornlen basin•
(43) Sapllc Tank A simQe-story ss INN ttnk In viich ■shi" sludgr Is in coruri w4i1 fe wastewater nowirq fvicesgh via Sa; shoe rat bo appiicabla Or soptk lank
syslerrn serving skvls load.) rls:dancas havnj;spicily of 2,ba gallcns at losa vouch disrhargo to a rivi cabon fold;
(ta) Sludge D,;oslicn. The p•oceas by w'ich Ongaric or volatile mane, and azsdpo is gaaffied, bcvatod, rrirrraGsod or CO Trtpd WlO more Sisbia aoa,uc rn1Ry VTougP,
ate scN!ty or tying prgarisms. Mich thcivdes awslod hd'dirag tanks;
(45) S;edge Drying Gods. Ar, area corrQ. ling nalurs! a oroilla! layers a! porv.rs na(eris!s upon "ell dig,elled sewage a)udgl Is tried by da7meQe are rvapasuon;
(41) S'ucgf Elut;&Con. A procesi of a!�v rorsdioring in which conain conatflaenla ass removed by aa,cctss%vo wvthings writ, kesh wale! or planl slliwnl:
(47) 51,e94 Cos Ut::zslim. The process of "rS sewage gas for the purpose of hosing buildings, dKitj onpr,ss, ow.;
(At,' Stu" HddnS Ta-d, (Aerated and h'artasfstld), A tank eril!tod for ar V waslowltsr koatmvl1 ptarU4l no: crosairing a dposty In wNch sludge may be kspi rash,
and auprrataht r.:hdawn pr,a to a wing rrrshod (i.t. "l;4 dry'rmg beds); This stray be dons by odic:,{ a vru' a mane of mi., air>Cly to keep too nudge !,osh, W. no!
mcoasa:iy an alro,n: not wale be tequ;,ve u scrieve siati:izaticn o! ayaric manw. A Amatraied lark would aim;�y be used to docan: a7u6gs PAO! w dowatmring and
would rod abxi. knj periods 110.111' days O! delKltarl) *-:.hotel, rssaitirtg polo prowoms;
(a9) S;6is;o Ine'vdralvi. A ,.-r.vice des: nod Is; bum ai," one Ic rerrwe aV mcistue and combxlblm rnato late and reduce the sludge tc a sliAls sahi
JS-D) S163;1 Svb.:atcn (Che.ti:at a Therrrlal). A process W make Vested siurSl loll odorous one pv: osc;IO4, and w rod.xa t>• palhogen:c organism coniont. Ttis fey
be dory by ph; ad.trnsn:, tticrins tesinrs, Or by Mat 1r44Unen!:
(tl) S1469e Trickinv. A type of sed.monAton Sank In wtiirtr one sludge Is p►rmined to ei tls end tyack" frough aglseem and gravity;
(52) Slao'uisalim Upoom A type D1 osidol;an isgoon to wtich bloiogicsl oxiemlum or vfpric manor is sNotlod by naltrsl tram,[*, of osygen IQ the water ran &Fr (not a
pON-ALng pond):
(53) Slend-Ey Pprrer Supply. Or. srle o' portable alttbiral gone,at'ng equpmsr',l:
(14) State Sc,stru A slai'ona•y acre►,. 6es:Srtd k reLmve avids, incfudhg rim ;odsy'sdabla paAicufals (Aeafoble scads, wapendee safes and DOD reWrVm) Isom
rrsrticips' and neAris' wajir rstsr saarntmt systems:
(55) To+tary Tivanan;_ A "ge a: madmen', io:winy, soeandsry which is primalky toe he ptrposs of aniutr% pdnling; A aorlirlg lagoon or sand or cam? 111W rripN W
e^p:0T1r to tit pur,,ose:
(Sc; Tnr•nal Pdsren Cm! W Dovire_ A devics praridrng for the vanslw of hest kom a avid Hewimg in tubes to anodler dud o_Asids he tubes, or vice vr61: Of Olt,:
"au s1 reQ.lasnS I,gyie lernpe,atvrms; .
(57) Thtm:al Sixpe Cem6ten►% A cordr;anirr, p7oress by which has'. it adds! for A praleselsd period of lirrtt to krprdve to dvwtisisbXly of o3ud9e by sM 1rrubi42-mq
one lryosJ:lrrhg o' the smaLD' and more h94) h�-daied Nudge panicles:
(5!) Teric 141106mis, Thcsa wastes o, eorroratont o! wastes. including d49R"-taysing agents which stiff dscrurge and Upon axpow+e, ingestion, inhslalion or
41iirrifalim Into any o;arisen, enno, duscty kor. Coo arv+;icmioni a iodised) b) fngsslim through loud chains, will souls dmalh, dsotso, behavfao: abnormalities,
ur►e1, Qonsi,c m✓.sllo%j. phya-dcflcal malNrcliwns [incl✓dnp "Itanctom in rop-odxson) OI phl-tics[ dolorfnatms, In avch CrQansmt Ce llrir O!tapli%: Totir maurisL
inrl.rde. Oy -91 o' 1u,1-,tcn and no; rirrslaGsn_ Ivao, emcr.,urn, erromivf, rnertury, vanadum, arsenic, tine, orno rivo•tHorobsnzerr (DHGid), polychlorinalsd biptrnyle
('cEs) sn: d(K*,td;'4,v1. vRcnroroetnane (037), and eny color mattritls Ihal have or may ho'eartst to 04eemntd to havo 103ie propertot-
(59) Tnctl'as Ftlor a UQ:Kical Utat-nmt unit comsistng of a araherial rush as a-d.rn stone or roct. Dvor which wallewalw is dirlb• ise. Is, high rva trickling Idle' is ory
wi, rh r}D-sae s: bc'..wr• IC arti, X nl>e per arcs. A low rate rickkng Pier it oro which it Gsipned to apsysla el ono to Iou rngd pal sere;
(±q Tncki-i; rr!:r (Fe.c6ed Tv..o) 1 F` , to. Tyre of epwa i6n In w-,'&, Soso wa le, ilows darn tlr o_yh su;cots�vs layers o! moat e! f0vida fltnie'. GQ, ,,c mrlv.al
is 1revJ10d 4M-nu,'°, bT Tnc s:tvs hior,-co! tit! grow— in oseh futcest:vt uyu This' mmtnad nay poeW4 •amcanear)- qua!rny e1!10r11, or nity bo act>11e NO
p,cd•rct a nvii,cs e'::•rrn:
(E t; vacu-n F::sr Loads„pcs• cw Fdre• rip -sea Do -jams botiCh ors 6niljntc ip ranvvs O+rpce wilt, from ainn dgoclad o: unbgaslod sludge prior 1r asr::81 C,
46'0141 LletL,nanr