HomeMy WebLinkAboutWQ0008100_Final Permit_19930903,ta to cl ' Carolina
o4 Environment,
Heath and Natural Resources i • �
1?i%'~•Ins-.f Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston; Howard, Jr., P.E., Director
September 3, 1993
Mr. Mark Scherrens, Regional Engineering Manager
United Parcel Service, Incorporated
5335 Triangle Parkway
Suite 500
Norcross, Georgia 30092
Subject: Permit No. WQ0008100
United Parcel Service, Inc.
Former UPS Facility, Greensboro NC
Groundwater Remediation
Guilford County
Dear Mr. Scherrens:
In accordance with your application received June 29, 1993, we are forwarding herewith Permit
No. WQ0008100 dated September 3, 1993, to United Parcel Service, Incorporated for the construction
and operation of the subject groundwater remediation system. Please note this permit is limited to 2,880
GPD, with an additional extra 3,000 GPD being discharged into the nearby sewer collection system. All
monitoring and precautionary steps must be. takenn to prevent overloading of the subject infiltration ,gallery.
This permit shall be effective from the date of issuance until July 31, 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, F.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919
An Equal Opportunity Affirmative Action Employer So% recycled/ 10% post -consumer paper
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. John Seymour at 919/ 733-5083.
Sincerely,
A. Pres Howard, Jr., P.E.
Director
cc: Guilford County Health Department
Winston-Salem Regional Office, Water Quality Section
Winston-Salem Regional Office, Groundwater Section
Jack Floyd, Groundwater Section
Law Engineering
Facilities Assessment Unit
Training and Certification
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
INFILTRATION GALLERY 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
United Parcel Service, Incorporated
Guilford County
FOR THE
construction and operation of a 2,880 GPD groundwater remediation system consisting of a recovery well
(6 inch dia. by 50 feet deep) with a 4 GPM pneumatic pump, a 10 GPM capacity oil/water separator, a 15
gallon oil/water separator effluent sump with 7 GPM capacity transfer pump, a 10 GPM capacity turbofill
air stripper (SECO level lI unit), a 2 gallon air stripper effluent sump with a 7.5 GPM capacity transfer
pump (pump also pumps through filter to gallery, 10 psi required), a Spin -Clean filter system (self
cleaning cartridge filter), a flow meter, a nutrient blend system with 25 gallon tank and metering pump
(Petroclean process) with monitoring to prevent nitrate and phosphate build-up, a 40 feet by 40 feet by 2.5
feet deep infiltration gallery with six 30 foot infiltration trenches (I inch laterals with 1/4 inch orifices on 2
ft. centers) and observation wells, and all associated piping, valves, controls, and appurtenances to serve
United Parcel Service, Incorporated's former UPS facility in Greensboro N.C. with no discharge to the
surface waters, pursuant to the application received June 29, 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 July 31, 1998, and shall be subject to
the following specified conditions and limitations:
I. PERFORMANCE STANDARD
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, P.O. Box
29535, Raleigh, NC 27626-0535.
2. The Winston-Salem Regional Office, telephone number 919/ 896-7007 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. This permit shall become voidable if the soils fail to adequately absorb the wastes and may
be rescinded unless the facilities are installed, maintained, and operated in a manner which
will protect the assigned water quality standards a£ the surface waters and ground waters.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as
may be required by this Division, such as the construction of additional or replacement
treatment or disposal facilities.
5. 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.
6. Any 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.
7. Diversion or bypassing of the untreated groundwater from the treatment facilities is
prohibited.
H. PERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. 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
least weekly and each Class II, III, and IV facility at least 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. Once
the facility is classified, the Permittee must submit a letter to the Certification Commission
which designates the operator in responsible charge within thirty days after the wastewater
treatment facilities are 50% complete.
3. 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.
4. All monitoring and precautionary steps must be taken to prevent any overloading of the
subject infiltration gallery. As noted this permit is limited to 2,880 GPD, to provide flow
for insitu treatinent,' with a proposed extra flow (3,000 GPD) being discharged into the
nearby sewer collection system.
III. NiONITQRTNG AND REP RTINC" REQUIREMENTS
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
2. Noncompliance Notification:
The Permittee shall report by telephone to the Winston-Salem Regional Office, telephone
number 919/ 896-7007 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 basin or tank; 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 render 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.
d. Any time that self -monitoring information indicates that the facility is not in
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.
IV. GROUND31ATER REQUIREL4ENTS
1. Monitor wells (MW-1,2,5,6,7,8,9,10, and 11) shall be sampled every February, May,
August, and November for the following parameters:
NO3 *
Total Phosphorus`
pH
Water Levels
EPA Method 602 including MTBE
EPA Method 8270
* Shall be sampled prior to system operation and in accordance with the above schedule.
The measurement of water level must be made prior to sampling for the remaining
parameters. The depth of 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 relative elevations of the measuring point for each of the monitoring wells. The
depth of water in each well shall be measured from the surveyed point on the top of the
casing.
2. The groundwater treatment system must achieve at Ieast a 95% treatment efficiency. If the
treatment efficiency falls consistently below 95%.then additional treatment facilities may be
required.
3. The permittee shall use the BTEX concentrations in the monitoring wells to develop an iso-
concentration map for these concentrations. Also water level data should be used to develop
a contour map of the groundwater levels. These maps should be developed using the data
collected in May and November and submitted along with the other monitoring data
collected in those months.
4. The influent and effluent from the treatment system shall be sampled once every two (2)
weeks for the first three (3) months and monthly thereafter for the parameters specified
below:
Benzene Napthalene
Toluene 2-Methy1napthalene
Ethylbenzene NO3 (effluent only)
XyleneMTBE s total phosphorus (effluent only)
p
5. The results of the sampling and analysis for the monitoring wells shall be submitted to the
Groundwater Section on form GW-59 every March, June, September and December. The
results of the influent and effluent analysis shall also be submitted in accordance with this
schedule.
6. The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC
2L, Groundwater Classifications and Standards.The Compliance Boundary is established
at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater
Quality Standards beyond the Compliance Boundary is subject to penalty provisions
applicable under General Statute 143-215.6A(1)a.
Also in accordance with 15A NCAC 2L, Groundwater Classifications and Standards. A
REVIEW BOUNDARY is established around 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.
7. All components of the groundwater recovery, treatment and disposal system shall be
properly weather -proofed to prevent freezing and failure of the system.
8. The groundwater recovery treatment and disposal system shall be inspected weekly. If it is
determined that the system is malfunctioning, all repairs should be made as soon as
possible and reported to the Winston-Salem Regional Office.
9. The Winston-Salem Regional Office (telephone number (919) 896-7007) shall be notified
at least forty-eight (48) hours prior to the construction of any monitoring well so that an
inspection can be made of the monitoring well location. Such notification to the regional
groundwater 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.
10. Within sixty (60)days of completion of all monitoring wells, the permittee shall submit two
original copies of a scaled topographic map (scale no greater than 1:100) signed and sealed
by a professional engineer or a state licensed land surveyor that indicates all of the
following information:
a. the location and identity of each monitoring well,
b. the location of the waste disposal system,
C. the location of all property boundaries,
d. the latitude and longitude of each monitoring well,
e. the relative elevation of the top of the well casing (which shall be known as
the "measuring point"),
f. and the depth of water below the measuring point at the time the measuring
point is established.
4
11. All wells that are constructed for purposes of groundwater monitoring shall be constructed
in accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than
Water Supply) and any other State and local laws and regulations pertaining to well
construction.
12. Upon completion of all well construction activities, a certification must be received from a
professional engineer certifying that the monitoring wells are located and constructed in
accordance with the Well Construction Standards (15A NCAC 2C) and this permit. This
certification should be submitted with copies of the Well Completion Form (GW-1) for
each well. Mail this certification and the associated GW-1 forms to the Permits and
Compliance Unit, Groundwater Section, P.O. Box 29535, Raleigh, NC, 27626-0535.
13. For the initial sampling of the well as specified elsewhere in the permit, the pernuttee shall
submit a copy of the GW-1 form with the Compliance Monitoring Form (GW-59) for that
well. Compliance Monitoring Forms that do not include copies of the GW-1 form will be
returned to the permittee without being processed. Failure to submit these forms as required
by this permit may result in the initiation of enforcement activities pursuant to NC General
Statutes 143-215.6.
V. INSPE!LTIONS
1. Adequate inspection, maintenance and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the groundwater recovery and treatment
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or Iead 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.
3. 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.
f\ UINILIX,
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.
5
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. The Permittee shall obtain a well construction permit from the Winston-Salem Regional
Office prior to construction of the recovery wells.
5. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of this project.
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 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 15 NCAC 2H .0205
(c)(4).
8. 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.
9. 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.
10. All necessary steps shall be taken to prevent traffic loads from damaging any piping and/or
the infiltration gallery's ability to dispose of the treated wastewater, as designed.
Permit issued this the 3rd day of September, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Wward, Jr., P ., Director '1
Division of &ivironmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0008100
2
Permit No. WQ0008100
September 3, 1993
i
} Engineer's Certification
1, , 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
Registration No.
r
LENS STORAGE COMPANY
BUILDING
CONNECTION TREATMENT
TO POTW UTILITY TRENCH SKID
(4" CAST ]IRON)
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m GRAPHIC SCALE
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ROADWAY PACKAGE SYSTEM
BUILDING C 8 0
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;.......;.. Cg a_
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C-� NOTE: ALL. UTILITY ENCHES ARE TO BE c
PAVED AREA EXCAVATED 0 18" IN DEPTH. • •
;.:.:.
g•; • ... • • • • • .. • .. _ ..... • .. •.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..
..................... ..........................
v
IND US TRIAL A VENUE
ALL. LOCATIONS ARE APPROXIMATE.I
REF: CITY OF GREENSBORO PLANNING DEPARTMENT
AERIAL PHOTO SHEETS NO. 613 do 69, DATED MARCH, 1990 ACID FILS
6
4 RATIN-G SCALFZ fOR CLASSIF CATION OF FACILITIES
i 1-01 Qh. V -P e
�.
Name of PIant: .S ilua"� p A �G '� 241rb/
r Owner or Contact Person: N wavi; D
Mailing Address: �` i c 5� or
_G e, nc ,k t30 ad) 2.
County: _GIgI,-Telephone:44�-�1,�2,022
NPDES Permit No. NCdO --- Nondisc. Per. No.W2e jZ S k 68
IssueDate:_ tr' SSI t _Expiration Date: W
Existing Faciiit _ 1S D New Facility S
Rated By: - I�r4ur�tasm Date: lam.;Z : ,�� _
Reviewed (Train. & :Cerl') Reg. Office %'?
Reviewed (Train. '& Cert.) Central Office
ORC Grade
Plant Class: (circle one) 0 11 111 IV Total Points C
POINTS (5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Slane
11) Industrial Pretreatment Units and/or
(i)Aeration - High purity Oxygen System ....
Industrial Pretreatment Program
_
Diffused Air System ...........
(see definition No. 33) s
Mechanical Air System raced,
(2) 1 N FLOW OF PLANT IN GPD
[!Dating or rpto* ..............
(not applicable to non-conlaminaled cooling waters, sludge
Separate Sludge Reaeration
handling facilities for water purification plants, totally
..
(H) Trickling Filter +
closed cycle systems (del. No. 11), and facilities
consisting only of Item Items
High Rate ................
(4) (d) or (4) (d) and (11)
0 — 20.000
y
Standard Rate...............
..........................
C
Packed Tower
20.001 '• 50,0D0 ..................... •.- •:
*0 r�oh .t
...............
Uil) Biological Aerated Filler or Aerated
50,001 — 100.000 ....................... -- S
Biological Filter ..............
100,001 — 25D,000.......................... 4
250 OOi 500 060
. .......
(iv) Aerated Lagoons .. . .................. .
.......................
500,DD1 •-1.000,000 ..........................
8
1,ODD,001 -- 2,000.DDO ..... _ _ . .. ... _
10
2,000,001 (and up) - rate 1 point sdditianai for each
200.000 gpd capacity up to a
maximum of 3p
Design Flow (gpd) : - ( D004/—
(3) PRELIMINARY UNITS (see definition no. 34
(a)BarSueens...............................:
1
or
(b] Mechanical Screens, Static Screens or
Comminuting Devices.. . ........ .............
2
(c) Grit Removal ...............................
1
(a) Mechanical or Aerated Grit Removal .....: - ...:
2
(e) Flow Measuring Device ........................
1
(Q Instrumented Flow Measurement .. _ .... .... -
(g) Preaerai"ron .. . ......................:......
''�' (b)
(h) Influent Flow•Fquafization ... ..:............
O Grease or Oil Separators - Gravlly ..........
Mechanical ......... .
Dissolved Air Flotation. 8
(D Prechtorinalion ...............................5
(v) Rotaling Biological Contactors ..........
(vi) Sand Filters -
intermittent biological
recirculating biological .... .
(vrt S12b1rzalion Lagoons .......... ...... .
(vui)Ciariiier ..............................
(ix) Single stage system for combined
carbonaceous removal of BOD and
nitrogenous removal by nitrification
(see del. No. 12) (Points for this item
have to be in addition to items (5) (a)
n through (5) (a) (vai) .. .. ..........
(x) Nutrient additions to enhance SOD
removal...............................
(xi) biological Culture ('Super Bugs') addition
to enhance organic compound removal .... .
Nitrogenous Slags
(s) Aeration - High Purity Oxygen System .....
Diffused Air System ...........
Mechanical Air System (fixed,
floating, or rotor) ...... ......
Separate Sludge Reaeralion ......
(ii) Trickling Filter -
PRIMARY TREATMENT UNITS Stan
Rate .gh ... .....
~' =' : dard Rate .. ....... .
(a) Septic Tank (see definition no. 43) ......... ... 2 Packed Tower
(b) ImhGH Tank .................................. 5
(c) Primary Clarifiers ...... .. .... •.... . 5 _
(d) Seltling Ponds or Sellling Tanks for Inorganic
Nontoxic Materials {sludge handling facilities
for water purification plants, sand, gravel,
stone, and other mining operations except
recceafional activities such as gem or gold
mining) ................................. 2. .
{sii) Biological Aerated Filter of Aerated .
Biological Filler . ................... .
(iv) Rotating Biological Conlaclors ............
(v) Sand Filler -
intermittent biological ........
recirculating biological ........
(vi) Clarifier ................................
20
10
8
3
7
5
5
10
10
10
2
3
5
5
8
5
5
20
10
8
3
7
5
5_
10
10
2
3
5
(6) ''r kl ,ARY OR ADVANCED TREATMENT UNIT
(s)
Act%vated Carbons Beds -
i
without carbon regenerafian_._r_r...........
5
with carbon regeneration ....................
15
,b) Powdered or Granular Activated Carbon Feed -
without carbon regeneration .................
51
(c)
with carbon regeneration ...................
Air Stripping ................................
.
1
{ 5
(d)
Denitrificallon Process (separate process) .....
j`$`
{e)
Electrodiaiysis .............................
5
(f)
Foam Separation .............................
5
(g}
lon Exchange .................................
5
(h)
Land Application of Treated Effluent
-(see definition no. 22b) (not applicable for
sand, gravel, stone and other similar mining
operations)
t7 on agriculturally managed sites (See def.
No.4)...................................
10
(i) by high rateInliltration an non -agriculturally
managed sites (includes rotary distributors
and similar Gzed nozzle systems) ...........
4
rri) by subsurface disposal (ncludes low pressure
pipe systerrus and gravity systems except at
plants consisting of septic tank and nitritica-
Gon nines only) ............................
4
(i)
Microscreens..................................
5
@
phosphorus RemoialbySiobgicai Processes
F'See clef_ No. 26) ............................
20
(k)
Polishing Ponds - without aeration .......
2
evith aeration ..........
5
(1)
Post Aerarion - cascade ..............
0
diffused or mechanical ...
5
(m) Reverse Osmosis ............................... 5
(n) Sand or Mixed -Media Filters - low rate ......... _ . 2
high rate .......... 5
(o) Treatment processes for removal of metal or
cyanide .............................:...... Is
Treatment processes for removal of toxic
materials other than metal or cyanide _ ........ 15
f SLUDGE TREATMENT
(a)
Sludge Digestion Tank - Heated ...............
10
Aerobic ..............
5
Unheated ...... .......
3
(b)
Sludge SlabTxalion (chemical or thermal) ... _ .. _
5
(c)
Sludge Drying Beds - Gravity ................
2
Vacuum Assisted ..... _ .
5
(d)
Sludge Elutria6on .............................
5
(e)
Sludge Conditioner (chenvcal or thermaR ...... _ .
5
(f)
Sludge Thickener (gravity) ......................
5
(g)
Dissolved Air Flotation Urdt
(not applicable to a unit rases as (3) n ....... _ .
8
(h)
Sludge Gas Uli(zation (including gas storage) ....
2
Sludge Holding Tank - Aerated ................
5
Non -aerated ............
2
G7
Sludge Incinerator - (not including activated
carbon regeneration) .....
10
(k)
Vacuum Filler. Centrifuge or Flier Press or other
similar dewalering devices ........ ...... . ...
10
(8) SLUDGE DISPOSAL (including incinerated ash)
(a) Lagoons ......... .......... »......._
2
(b)
Land AppFcalion (surface and subsurface).
(see definition 22a)
-where the facility holds the land app_ permit ...
10
-by contr?cling to a land application operator who
_ .
holds the land application permit ................
2
-
-land application or sludge by a contractor who does
not hold the permit for the waslewater treatment
facility where the sludge is generated ........ -
10
(c)
Landfilled (burial) ................. ..... ....
5
(9) DISINFECTION
(a)
ChlorinaGan ........ . ........:.........:..
5
(b)
Oechlorsnalbn ......................... .
5.
(c)
Ozone .............................
5
(d)
Radiation .........................
5
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)
(not applicable to chemical additions rated as item
(3) 6). (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(9) {a), (9) (b), or 9} ic 5 points each: List: - •-
u� ALiiCt� 5.
5
(11) MISCELLANEOUS UNITS - -
(a)
Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds In amounts significantly
greater than is common for domestic wastewater ....... 4
(b)
Effluent Flow Equalization (not applicable to storage
basins which are inherent in land applicalion systems). 2
(c)
Stage Discharge (not applicable to storage basins
inherent in land appl'icaCwn,systems—_......... .-------------
(d)
Pumps—_
(e)
Stand -lay Power Supply- _ _ 3
(f)
Thermal Pollution Control 3
20
TOTAL POINTS
CLASSIFICATION
ZClass 1
5 - 25 Point
s 11
26- 50 Points
Class 111
_. _ 51. 65 Points
Class IV
56- Up Points
Facilities having a rating of one through lour points, inclusive,
do not require a certified operator" Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class 11.
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classilication of Class 11.
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
JI1.
In -plant processes and related control equipment which are an
Integral part of industrial production shall not be considered waste
treatment. Likewise. discharges of wastewater from residences
having a design flow of 1,000 gpd or less. shad not be subject to
rating.
APOI-T10NA !. COMMENTS'