NC0070041_Regional Office Historical File Pre 2018 (2)

METROMONT MATERIALS CORP.
P.O. BOX 1292, Spartanburg, S.C. 29304 (80
Ms. Brenda J. Smith, P. G.
Regional Supervisor
State of North Carolina
Department of Environment, Health,
and Natural Resources
Mooresville Regional Office
919 North Main Street
Mooresville, North Carolina 28115
SUBJECT: Reply to Notice of Violation
Metromont Materials Corp.
1801 Cottonwood Road
Charlotte, North Carolina
Dear Ms. Smith:
85-4241
September 5, 1990
N. C. DEPT. OF NATUR4L.
RESol'itCFS AND
COfM UNiiv flV PMFNI.
SEP 0 7 1990
E RE43Na OFFICE
Concerning your letter of August 24, 1990, in reply to violation of
General Statute 143-215.1 (a) (1), the following measures have been
Metromont Materials Corp. to correct unpermitted discharges and oil
North Carolina
instituted by
products.
As your department is aware, an oil slick was discovered on a newly leased parcel
of property belonging to Metromont Materials. Metromont employees, in cooperation
with inspectors from the Department of Natural Resources, ascertained that this
oil slick did not originate from the Metromont Materials plant, nor was it emptied
on this property by Metromont. Immediately after the discovery of the oil slick,
however, Metromont instituted a clean-up process at our own expense. This process
was requested by the Mecklenburg County Department of Natural Resources. Metromont
hired an outside waste oil disposal company equipped with tanker trucks. Approxi-
mately 4000 gallons of oil and water were removed from the site. This was com-
pleted under the supervision of Walter Booker from the Mecklenburg County Depart-
ment of Natural Resources.
Concerning the concrete debri, excavation of this site has been, and is now occur-
ring. The City of Charlotte has replaced a storm water drain pipe at this site,
and much of the concrete debri has been removed. At present, Metromont has dug a
temporary settling basin to relieve runoff from the plant. Silt fences may, also,
be added to help prevent solid runoff.
In the near future, Metromont intends to construct a permanent settling basin that
will el' lnate runoff entirely.
If you have any questions, please contact me at 1-800-476-2607.
Sincerely,
METROMONT MATERIALS CORP.
Jeffery A. Bise
Environmental Manager
JAB/ng

METROMONT MATERIALS CORP.
PCs. BOX 1292, Spartanburg, S.C. 29304 (893) 85.4241
State of North Carolina
Department of Environment,
Health and Natural Resources
Div. of Environmental Mgmt.
512 North Salisbury Street
Raleigh, NC' 27611-7687
Attn: Mr. Donald Safrit P.
Subject: Permit No. 070041 ACA
Metromont To Construct.
Mecklenburg County
Dear Mr. Safrit:
We have changed our plans, and we will not construct the
permitted facility (Permit No. 070041). Our sewage will
now be discharged into the CMUD System.
Cook
Q

State of North Carolina
Departrnent of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin Governor
William W. Cobcy, Jr., Secretary
August 28, 1990
Mr. A. W. Cook
Metromont Materials Corp.
PO Box 1292
Spartanburg, SC 29304
ett, PhD,
Director
Subject: NPDES Permit No. NC0070041
Metromont Materials, incorporated
Mecklenburg County
Dear Mr. Cook:
The Division of Environmental Management is in receipt of information which confirms that
the subject facility no longer wishes to have an NPDES Permit for a discharge to the surface
waters of the State of North Carolina. Therefore, as you requested, NPDES Permit No.
NC0070041 is hereby rescinded effective immediately. Should you wish at some future time to
discharge to the surface waters, it will require the issuance of a new discharge permit.
If you have any questions concerning this matter, please contact Mr. Mack Wiggins at (919)
733-5083.
Sincerely,
George T. Everett,
cc: Mr. Jim Patrick, EPA
Compliance
ooresvilfe Reg' e l l Office
Permit File
Budget Office
Technical Support Branch
Pollution, Prevention Pays
P.C. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

N. C. . OF NATURAL,
RESOURCES AND
COAtilitINITY blitTI,OPAIENT
APR 2 3 1990
State of North Carolina
'Department of Environment, Health and Natural Resou
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
\Villiam Coky,Jr, Secretary
° CLL 14_,Lc„
Dear
"AIVP111:117
OFFICE
Georg. Ti EvCrett, Ph,D
Director
, 1990.
Subject: Rerum of Incomplete Application
11j,2! lL (i/L(c,
7-Ct
County
In accordance with Division policy we must hereby return as incomplete the aitached
application materials received 1990. it lacks the following items:
Three sets of plans and specifications signed and sealed by a professional engineer.
Com:Acted and signed application form.
Gravity sewer or pump station checklist (copy enclosed);
Letter of flow acceptance.
_Operational Agreement for private sewers serving multi -family dwellings,
Permit application fee of
Subsurface, evaluation/soil scientist's report far surface aricl subsurface waste disposal
permits, including loading rate calculations.
Waste Analyses and EP 'Toxicity Analysis.
Land Owner's Ag-reement for sludge disposal applications.
Other items:
After you have obtained the checked items, you may rcsubwit your application for review,
Please resubmit all the items returned to you and the checked items together. Should you have any
questions, please contact Mr. Jack Floyd or me at 919-733-5083,
cc: .117l.f4•rftefr:71egional Office
SER,C3 File
FA2vs,,,vi.,V,
Sincerely,
Carolyn .cCaskil.1
Supeirvisor,. State Enginee ing ew Group
Polhition, Prevention Pays
P .0. Box 27687, Raleigh, North Carolina 27611.7687 'lick:phone [phone]
An Equal Opportimity A l6-maw Nic Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental. Management
512 North Salisbury Street + Raleigh, North aFolUna 27611
in, Governor
C oEvy, Jr., Secrcutry
October 3, 1989
Mr, A. W, Cook, Jr,, Vice President
Metromont Development Company
P. O. Box 1292
Spartanburg, S, C. 29304
R. Paul Wilms
Director
Subject: Permit No. WQ0002176
Metromont Development Company
Metromont Industrial Park
Section 1-Phase 2
SewerExtension
Mecklenburg County
Dear Mr. Cook:
In accordance with your application received on August 1, 1989, we are forwarding
With Permit. No. WQ0002176, dated October 3, 1989, to Metromont Development Company
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this pern ait are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within thirty days
:following receipt of this permit. This request must be in the forma of a written petition, conforming
to Chapter 1.50B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 11666, Raleigh, NC 27604. Unless such demands are made this permit
shall be final and binding.
One set of approved plans and specifications is being forwarded to you. 1.f you need
additional information concerning this matter, please contact Mr. Randy Jones at 919/733-5083,
cc:
Sincerely,
_.-R. Paul Wilms
g County 1lealth Departmet
rg, Environmental Protection
l l i s ill Regional ifice
Thomas, Campbell, F'ridgeon, Inc.
Pollution Preverwion Pays
). Box 27687', Raleigh, North Carolina 22761.1-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North.
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Metromont Development Company
Mecklenburg County
FOR THE
construction and operation of approximately 3265 linear feet of 8-inch gravity sewer line to serve
the Metromont Industrial Park, Section I -Phase 2 and the discharge of 20,000 GPD of collected
domestic wastewater into the Metromont Industrial Park's existing sewerage system, pursuant to
the application received on August 1, 1989, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment„ Health, and NaturalResources and considered a part of this permit.
This permit shall be effective from the. date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. The facilities must be properly maintained and operated at all times,
4. The sewage and wastewater, collected by this system shall be treated in the Metromont
Industrial Park Wastewater Treatment Facility prior to being discharged into the receiving
stream.
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 Perrnittee, 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 ma.y
not be approved.

!Pr
6. Construction of the sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters
of the State.
7. 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. Mail the certification to the Permits and Engineering Unit, P.O. Box 27687,
Raleigh, NC 27611-7687.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of five years from the date of the completion of construction.
9. 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.
10, The issuance of this permit does not preclude the Permittee from complyingwith any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
11. 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 wastewater collection facilities.,
12. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office,
telephone no. 704/663-1699, as soon as possible, but in no case more than 24 hours or on
the next working day :following the occurrence or first knowledge of the occurrence of
either of the following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable. of adequate wastewater transport such as mechanical or electrical failures
of pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station
or facility.
Persons reporting such occurrences by telephone shall also file a written report in 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.

Perini issued this the 3rd day of : tuber, 19 9.
N RTIICAROLINA ENVIRONMENTLNAGE1
R. Paul 'its, Director
Division f Environmental Nlanager
By Authority of the n iron .mental 1 1 arfragel Cornr
Permit No.
October 3, 1989
Eng
e
Carolina, ha
project, �.
a duly registered Prot
ng been authorized to observe (periodically,
Pro ject Name
ly, ful
COMMISSION`
it r al En ineer in the State of North
tine) the construction of the
oration
for the
Pertriittee 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 e and intent of the approved plans and specifications.
Signature
Date
Registration o

RECEIVED
WASHINGT©N OFFICE
SEP 2 11989
of North Carolina
Department of Naturxtl resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, 'North Carolina 27611.
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. A. W. Cook, Jr., General Manager
:Metromont Materials, Inc.
P. 0, Box 1292
Spartanburg, S. C. 29304-1.292
De
D. E. M.
R. Paul Wilms
Director
July 14, 1989
Subject: Permit No. NC0070041.
Authorization to Construct
Metromont Materials, Inc.
Metromont Industrial Park, Phase I
Wastewater Treatment Facilities
Mecklenburg County
A letter of request for an Authorization to Construct modification was received on June 19,
1989, by the Division and final plans and specifications for the subject project have been reviewed
and found to be satisfactory. Authorization is hereby granted for the construction of a 0.010 MGD
wastewater treatment and disposal facility which consists of a grit chamber, an influent surge tank
with dual 20 GPM pumps and a 35 CFM blower, three 5,000 gallon aeration tanks, a 6,200 gallon
clarifier, a 5,000 gallon sludge holding tank, dual 170 CFM blowers, a tertiary filtration system
with dual cells (4 ft, diameter), a recording flow meter, a 2,644 gallon dosing tank, a 2,237 gallon
backwash tank (for chlorine contact), a tablet chlorinator, a 1.,600 gallon post aeration tank,
approximately 8501inear feet of 8-inch gravity sewer line, and all other appurtenances to serve the
Metromont industrial Park, Phase I.
This Authorization to Construct is issued in accordance with Part Ill, paragraph B of
NPDES Permit No, NC0070041 issued December 10, 1987, and shall be subject to revocation
unless the wastewater treatment facilities are constructed in accordance with the conditions and
tlmitations specified in Permit No. NC0070041. This Authorization to Construct shall void the
Authorization to Construct which was issued on March 14, 1989.
The Permittee must employ a certified wastewater operator in accordance with Part Ill
paragraph C of the referenced permit. Within thirty days after the wastewater treatment facilities 1�
50 percent complete, the owner must submit a letter to the Certification Con pan w�
designates the operator in responsible charge. Questions regarding operator certification shot/
directed to Mr. John Campbell at 919 / 733-5083.
Poll ion Pre'vcni ‘on
P.O. fax 27687, Raleigh, North Carolina 2761 I-76 7 ialcphonc.919-7'33-701.5
An Equal Op1'xarturri � At rrrat wive Actacn Ernployer

PrIPPIPP.
The sludge generated fron these treatment iaafit:�ies must be disposed ofir°r accordance with
G.S. 143 21.5.1 and in a manner approvable by the North Carolina Division of Environmental
rta]
The 'iooresville Regional Office, telephone number 704 / 663-1.699, shall be notified at
least forty-eight ( 48) hours in advance of operation of the installed facilities. Such notification to
the Regional Supervisor shall be made during the .noamal office hours from 8:00 a.m. un ti
p.m. on Monday through Friday, excluding State holidays, t 1 5:00
In the event that the facilities fail to perform satisfactorily in meeting its NPDES permit
ttaterrt 1iraits, the ivipemlittee shall take such immediate corrective action as may be required by this
sion, including the construction of additional wastewater treatment and disposal facilities.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with the terns and conditions of this Authorization to Construct and
Unit, P.O. Box 27687, Raleigh, NC 27611-7687.
with the approved plans and specifications. Mail the Certification to the Permits and Engineering
A copy of the approved plans and specifications shall be maintained on ile b , the
ernttee for the life of the peanut.
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Mr. Randy Jones, telephone number
91.9/733-5081
Sincerely,
/'
R. Paul Wilrns
cc: Mecklenburg County. Health Departm
Mooresville Regional Office
Mecklenburg Environmental Protection
Thomas, Campbell, Pridgeon, Inc. (PO Box 3028, Spartanburg, SC 29304)
Groundwater Section
Permit No. NC0070041
Enifica
1, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized
to observe call),,,
project, (,periodic -ally, weekly, full time) the const:ruc'tiora of the..
Perri herebystatetw
Project.__ _m _ for the
'that, to the besName or 1s c
observation of the construction such that the consrruction Gdue dscareanddi o bebuilt withwas in substantial
rd in the
compliance and intent of the approved glans and specific aobserved
�, ..._ r bsttintial
S
Date
Registrar' ciri No

NRDATA FULL SCREEN INPUT DATE 09/79/89
ACTION > INQ FILE > MEMO-GTC PswD > FORMAT ) NR20XBO NEXT RCD > 0080i
RECORD HAS BEEN CHANGED, RECORD NO 0000i FRD DATA
MEMO TO: DALE OVERCASH
\'
FROM: D. REX GLEASON
PREPARED BY: G. T. CREN
SUBJECT: APPLICATION NO. W00002176
METROMUNT DEVELOPMENl COMPANY
METR0M0Ny INDUSTRIAL PARK
SEWER COLLECTION SYSTEM
NPDEX PERMIT NO. NCO87$04i
MECKLENBQRG COUNTY
DATE: 09-29-89
THIS OFFICE HAS NO OBJECTIONS TO THE SUBJECT REQUEST AND RECOMMENDS IT BE
APPROVED ON CONDITION THAT SEWER COLLECTION SYSTEM BE CONSTRUCTED IN ACCORDANCE
WITH THE APPROVED ENGINEERING PLANS AND SPECIFICATIONS. PLEASE BE ADVI%ED, THE
METR0MONT INDUSTRIAL PARK WWTP HAS A DESIGN CAPACITY OF 30.000 GPD,,
SHOULD YOU HAVE ANY QUESTIONS REGARDING THIS MATTER, PLEASE ADVISE.
PLEASE ACKNOWLEDGE RECEIPT OF THIS MEMO. G& G. T. CHEN AND MRO.

James
William.
State of North Carolina
Department of Natural Resources and Community
Division of Environmental Management
512 North Salisbury Street ♦ Raleigh, North Carolina 27611
vision's Permits and En
s on
this number who► making
Your project has been assigned to
review A technical acknowled
days, please contact the enginee
R„ Sul Wilms
Director
acknowledges receipt of your permit application and supporting
. w This application has been assigned the number shown above, Please
this project.
for a detailed engineering
ived within thirty (30)
Be aware that the Divisions regional office, copied below, must provide recommendatns from the Regirr al Supe
isor or a Procedure Four Evaluation for this project, prig to final action by the Division.
you have any questions$ please call the review engineer listed above at (919) 7335083.
Pollution
Sincerely
Arthur t'vlrlrry,PE
Supervisor, Permits and Engineerir
Pays
PO Box 27687, ka1eig, North Carolina 27611 7687 Telephone 91 73 7 1
An Equal Opportunity Affirmative Action Employer

f Natural Resouttes and Community Development
ental Management Commission.
NON -DISCHARGE PERMIT APPLICATION
*in, accordance with NC General Statutes Ch
Appllc
FOR;
of board, individual, or
Q Non -Discharge Treatmen
0 Pretreatment Facilities
Sewer Collection Systen
�l Extension of Sewer Sys�l
[F Sludge Disposal
El Spray Irrigation
NATURE OF WASTEWATER:.
in Domestic Sewage,
© Sludge/Industrial Waste
0 Other Waste'`
8posal Facilities
rivate)
(public)
From (sewers, pretreatment plant)
N vttr
At floc
e of
on of plant):
Task
Name and Complete
Address of Englneerin
A
plant):.
1 L1 P
nt assures that proposed woo
proved pions ands specificatio
Print Name tl
43, Artie fe 21.
Project Description;
L toe
du
d Completion Date:
Serving (city;
rIei ro
Average Daiiia Ga
nvttf ae conetructsrt. supervtsect, oper
or approved changes them tct.
Title; VTC.tt'�Su�t
Signature;.
INSTRUCTIONS
1. Fill-in All Spaces. If not applica
2, Secure appropriate si
owner/proper official of
A letter of authorisation
Mailing
Address:
e,,egtelr N/A,
2
Telephone No.
re (mrnyor'ci fy ritonager for tnunictpalit
oration. or fegally constituted board or col
tared from proper official' 11 design engineer or oth
DE M tJSE ONLY
Permit Number:
County;
e„ k:.
Appticatlon Date;
age or Waste Flow
(NPDES No,.)
NC0O_,.
Zip Co
No.
tad rnaltained in acc
for sari
Submit to Division of Environmental Manage nt, Permits and Engineering Unit, P.O. Bost
tine original and first copy of application, 3 sate of finalized pians, specifications and other •
required by Commission Rules, end permit fee
dlstrlct board,
of proposed works).
pplication.
Raleigh. NC 27611
data as
FOR ASSISTANCE, CALL
Asheville [phone]
159 Woodiln Street
Asheville, NC 28801
Fayetteville (919) 486
Suite 714 Wachoesla
Fayetteville. NC 28301
E STATE C NT IAL OfFiCE(
Mooresville [phone]
919 North Main Street
Mooreovine, NC 28115
41 Raleigh [phone]
Box 27687
Raleigh, NC 27611
9) 733.5083, PERMITS& EN
Washington [phone]
1424 Carolina Avenue
Washington, NC 27889
Wilmington [phone]
7225 Wr1ght*uiile Avenue
NC 28403
INEERING UNIT, OR
Wlneton-Saletrn [phone]
8025 N. Point Blvd.
Suite 100
Winston-Salem, NC 27106

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Seer
Mr. A. W. Cook, Jr., General Manager
Metromont Materials, Inc.
P. O. Box 1292
Spartanburg, S. C. 29304-1292
Dear .
'ook:
R. Paul 'Wilms
Director
July 14, 1989
N, C. DEM Of 1 ,4„.
cui A N1,, Nubject: Permit No, NC0070041.
Authorization to Construct
Metromont Materials, Inc.
Metromont Industrial Park, Phase I
Wastewater Treatment Facilities
Mecklenburg County
ELEA, OFFIZE
A letter of request for an Authorization to Construct modification was received on June 19,
1989, by the Division and final plans and specifications for the subject project have been reviewed
and found to be satisfactory. Authorization is hereby granted for the construction of a 0.010 MGD
wastewater treatment and disposal facility which consists of a grit chamber, an influent surge tank
with dual. 20 GPM pumps and a 35 CFM blower, three 5,000 gallon aeration tanks, a 6,200 gallon
clarifier, a 5,000 gallon sludge holding tank, dual 170 CFM blowers, a tertiary filtration system
with dual cells (4 ft. diameter), a recording flow meter, a 2,644 gallon dosing tank, a 2,237 gallon
backwash tank (for chlorine contact), a tablet chlorinator, a 1„600 gallon post aeration tank,
approximately 850 linear feet of 8-inchgravity sewer line, and all other appurtenances to serve the
Metromont Industrial Park, Phase I.
This Authorization to Construct. is issued in accordance with Part :III, paragraph B of
NPDES Permit No. NC0070041 issued December 10, 1987,.and shall be subject to revocation
unless the wastewater treatment facilities are constructed in accordance with the conditions and
limitations specified in Permit No, NC0070041., This Authorization to Construct shall void the
Authorization to Construct which was issued on March 14, 1989.
The Permittee must employ a certified wastewater operator in accordance with Part III
paragraph C of the referenced permit. Within thirty days after the wastewater treatment facilities are
50 percent complete,. the owner 1-1101 submit a letter to the Certification Commission which
designates the operator in responsible. charge. Questions regarding operator certification should be
directed to Mr. John Campbell at 919 / 733-5083.
Potha ion Preverawo Pays
Box 27687..Rateigh, North Carolina 27611-7687 Telephone, 919-733,-7015
An Equal Opportunity Affirmative Action Employer

• The sludge generated from these treatment facilities rust be disposed of in accordance with
G.S. 143-215.1 and in a manner approvable by the North Carolina Division of Environmental
Management.
The Mooresville Regional Office, telephone number 704 / 663-1699, shall be notified at
least forty-eight (48) hours in advance of operation of theinstalled facilities, 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.
In the event that the facilities fail to perform satisfactorily in meeting its NPDES permit
effluent limits, the pennittee shall take such irntmdiate corrective action as may be required by this
Division, including the construction of additional wastewater treatment and disposal facilities.
Upon completion of construction and prior to operation of this perrmtted facility, a
certification must be received from a professional engineer certifying that the pernni,tted facility has
been installed in accordance with the terms artd conditions of this Authorization to Construct and
with the approved plans and specifications. Mail the Certification to the Permits and Engineering
Unit, P.O. Box 27687, Raleigh, NC 27611-7687.
A copy of the approved plans and specifications shall be maintained on file by the
Perm ttee for the life of the permit_
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Mr, Randy Jones, telephone number
919/733-5083.
Mecklenburg County Health .Departs
li ooresville Regional Office
Mecklenburg Environmental Protection
Thomas, Campbell, Pridgeon, Inc. (PO 1 ox 302
Groundwater Section
Permit No, NC0070041
Engineer's Certification
Sp
at burg, SC 293()4
1, , as a duly registered Prcrfe ssionalEngineer. in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of thc�
project_ for the
Project Narne or Location
Permittee hereby state that, to the best of ty 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.
Rcwt stration No.

State of North Carotin
Department of Natural Resources and Community Devoptrtent
Division n of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martiin, Govern
William W. Cobey,
Date:
SUB EC Application No, NYLQ
R.
Director
The Divisions Permits and En it erin Unit acknowledges receipt of your p mit application and supporting
materials on � , 1 This application; has been assigner the number shown above. Please
refer to this number when ma ing in uiries on this prtsjectt
Your project has been a
review, A technical ackno
days, please contact the engineer
a detailed engineering
not received within thirty (30)
Be aware that the Division's regional office, copied below, niust provide recomtnenddations from the. Regional Supers
or or a Procedure Four Evaluation for this project, prior to final action by the Division,
If you have any questions; please c
CC:
engineer listed above at [phone]
Sincerely
Arthur MJuberry, PE.
Supervisor, Perrnits and Engineering
P llutio i l k Y ktsor Pays
PO Iko 27687, Raidgh, North Carolina 27611 Mfg Telephone 91 7
An Equal Opportunity. Affirmative Action Employer

ETROMONT MATERIALS CORP.
Box 1292, Spartanburg SC 29304-1292 [phone]
June 15, 1989
Mr. Arthur Mouberry, PE
Supervisor, Permits & Engineering Unit
Division of Environmental Management
N.C. Dept. of Natural Resources & Community Development
P.O. Box 27687
Raleigh, NC 27611
Dear Mr. Mouberry:
Subject: Metromont Industrial Park
Application of Sewage Collection Sys
e
RECEIVED
JUN 19 1989
PERMITS & ENGINEERING
Approval - Revisions
In accordance with instructions received from Ms. McCaskill, I am sub-
mitting a copy of the revised drawings showing changes to the approved sewer
line.
I am also returning to you the previously approved drawings and data
since we are requesting an Amentment to the Permit to Construct.
We have also furnished similar information to Ms. McCaskill as it applies
to the sewage treatment plant.
We now are prepared to proceed with the construction contract for this
project and will appreciate your prompt review of this material.
Sincerely,
METROMONT MATERIALS CORP.
J
A.W. Cook, Jr.
Vice President/General Manager
Group III
HLP / k
Enclosures
cc: Mecklenburg County Planning.

ETR M
METROMONT MATERIALS CORP.
PO Box 1292. Spartanburg SC 29304-1292 (803) 85-4241
June 15, 198.9
Ms. Carolyn McCaskill
Supervisor, State Engineer Review Group
Department of Natural Resources
P.O. Box 27867
Raleigh, NC'27611
Dear Ms. McCaskil
RECE VET)
JUN 1 9 1989
PERMITS. g ENGMEERH G
Subject: Sewage Treatment Plant for Metromont industrial Park, Long
Creek Township, Mecklenburg County, NC
(NPDES Permit No.-NC0070041) - Revisions
In accordance with your telephone conversation June 14, 1989, with Hal L.
Pridgeon, Jr., PE, I am enclosing 3 sets of the revised submittals received from
DAVCO,manufacturers of the sewage treatment plant, 3 sets of the revised draw-
ings and data given to me as part of the original approval.
As you know, we are requesting an Amendment to the Permit to allow for
Phase 1 10,000 pd construction at this time. The remaining 20,000 gpd will
be constructed at a leter date under this Permit.
We are ready to authorize fabrication of the plant at this time and we will
appreciate your prompt review of this material.
Sincerely,
METROMONT MATERIALS CORP.
A.W. Cook, Jr.
Vice President/General Manager
Group III
HLP/k
Enclosures
cc: Charlotte -Mecklenburg Planning Commission

ETROMONT MATERIALS CORP.
Box 1292, Spartanburg SC 29304-12 ) 585-4241
June 15, 1989
Mr. Arthur Mouberry, PE
Supervisor, Permits & Engineering Unit
Division of Environmental Management
N.C. Dept. of Natural Resources & Community Development
P.O. Box 27687
Raleigh, NC 27611
Dear Mr. Mouberry:
RECEIVED
JUN 1 9 1989
PERWTS & ENG!NEERiNG
Subject: Metromont Industrial Park
Application. of Sewage Collection. System Approval - Revisions
In accordance with instructions received from Ms. McCaskill, I am sub-
mitting a copy of the revised drawings showing changes to the approved sewer
line.
I am also returning to you the previously approved drawings and data
since we are requesting an Arnentment to the Permit to Construct.
We have also furnished similar information to Ms. McCaskill as it applies
to the sewage treatment plant.
We now are prepared to proceed with the construction contract few this
project and will appreciate your prompt review of this material.
Sincerely,
METROMONT MATERIALSCORP.
(
A.W. Cook, Jr. /
Vice President/General Manager
Group III
. Wta4
HIM
Enclosures
cc: Mecklenburg County Pia ning

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 30, 1989
MEMOUM TO: Arthur Mouberry
FROM: D. Rex Gleason
PREPARED BY: G. T. Chen
SUBJECT:
Request for
Construct
AC 0070041
NPDES Permit No. NC 0070041
Metromont Materials Corporation WWTP
Mecklenburg County, North Carolina
n
n
o Authorization to
This Office has reviewed the subject request and
recommends approval on condition that the facility be
constructed in accordance with the approvedly revised
engineering plans and specifications.
Should you have any questions regarding this matter, please
advise.
GTC:se

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street. Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
MEMORANDUM
To:
June 27, 1989
Rex Gleason
WQ Regional Engineer
Mooresville Regional Office
From: William Barlow
Raleigh, Central Office
R. Paul Wilms
Director
Subject: ACA070041 Your comments for the subject project
is requested.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

D
The Divisions Permits and. En
materials on
refer to this nu
hen r
State of North Carolina
Department f Natural Resources and Community Deve opment
Division of Environmental Management
512 North Salisbury Street • Raleigh, , North Carolina 27611
Martin, Governor
Barn W. Cobey, Jr., Secretary
Date.
SUBJECT Application Na
q t acknowledges -receipt ©f your pe
19 This application has been assigned
Zg inquiries on this project.
R. Paul Wilms
Director
application and supporting
e number shown above. Please
Your project has been assigned to a detailed engineering
view. A technical acknowledgement will lie tortheornin . I this acent i not received within thirty (30)
ys, please contact the engineer listed alve,
Be aware that the Division's regional office, copied below,, must provide recort endations from the Regional Super-
visor or a Procedure Four Evaluation for this project, prior to final action lays the Division.
CC;
u have any questions, please call the review engine
listed. above at (919) 7 - 081
Sincerely
rthur
Supervisor, Perm
Regional Supe isor
Pollution enea£aaa Pays
ing
PO, Box 27 7
North Carolina 27 .767 Telephon
9r9-733 7Ot5

SUBM
MEETING THE GROWING DEMAND FOR CLEAN WATER
TTAL DATA
P.Q. Box 1419
Thomasville, Geo
[phone]
Telex No. 547612
Water and wastewater
treatment and pumping sys
Treatment Plants
Circular Field Erected
Rectangular Field,,Er, d
E nergy,,....U#tc°ie,.n.={r..,r:.
al`Path
Factory Built Stec
Concrete Modular.
,. yslSl`:.
Anoxic
Clarifiers
Carnpanen
Factory Bui
Thickeners
Peripherat°SEE
Pi r,Supported
.onventional
Solids Contact
locculating
Filters
Travaling Bridge
Pressure Filters
actory£ uilt
Cdhsr Modular
Deep
Nutrient Removal
Nitrification
Denitrification
Phosphorus Removal
Modular
THIS
LAYC
TO
0 L.
0 2
Dissoived Air `':ota
APPROVED FOR
OR sS ENTIRELY
MENS ONS CON
ENGINEER'S PLAN&
CORRECTIONS NOTED.
NSTRLICTION.
• PR I OGEON,
on
ns
aer" T1 er1ni€tl
Pace at Plants
ron Pe.r i`oval
Solids Contact Clarifiers
Falters,
Hydropneumatic Watat
Carbon Columns
Pum{ing Stations
Flooded Suction
elf Frirning
Ejector
Submersible
ater`BQoster
f fd`Pa sting
Custom: Design and Fabrication

SERVING THE WATER INDUSTRY SINCE 1936°'
1828 Metcalf Ave.
Thomasville, Georgia 31792
Phone [phone]
Telefax No.
912-226-5733, Ext. 245
C NQ THE GR©4VWNG DEMAN FOR CLEAN WATER
June 8, 1989
Metromont Materials Corp.
P.O. Box 1292
Spartanburg, SC 29304
Subject: Davco Submittal Drawings for Metromont Industrial Park
Davco Job Number 9279MC 9280TF
Gentlemen:
Please forward the enclosed submittal booklets to the engineer for this project and
request that he review and approve them at his earliest convenience.
PLEASE NOTE THAT, PER OUR CONTRACT, THESE BOOKLETS MUST BE APPROVED AND RETURNED TO
DAVCO'S THOMASVILLE, GEORGIA OFFICE 45 DAYS FROM THE DATE OF THIS SUBMITTAL TO
AVOID A POSSIBLE PRICE INCREASE AS DEFINED IN OUR CONTRACT.
PLEASE REMEMBER THAT DAVCO'S ESTIMATED DELIVERY WAS "AFTER RECEIPT OF APPROVED
DRAWINGS" AND THAT WE CANNOT PURCHASE THE NON -STOCK MATERIAL REQUIRED, BEGIN PRO-
DUCTION, OR QUOTE A FIRM DELIVERY DATE UNTIL ONE APPROVED COPY OF THIS SUBMITTAL
HAS BEEN RETURNED TO THIS OFFICE. YOUR ASSISTANCE IN EXPEDITING THE APPROVAL OF
OUR SUBMITTAL WILL HELP INSURE THAT YOUR EQUIPMENT IS DELIVERED IN ACCORDANCE WITH
YOUR NEEDS.
Also enclosed is a "Delivery Instructions" form which you must fill in and return
to enable us to deliver your job properly.
Very Truly Yours►
DAVCO div.
DAVIS WATER & WASTE INDUSTRIES, INC.
Wally Lowe
Project Manager
Enclosures
cc: Area Represe
a
ve: Interstate Utility Sales

70,4 31
May 19, 1989
INTERSTATE UTILITY SALES, INC.
512 LEXINGTON AVENUE, • CHARLOTTE, NORTH CAROLINA 28233
P.O. BOX 33338, ZIP 28233 • TELEPHONE [phone]
iEC,
J UN
I'�iMRiilll<
Mr. Bill Cook, Jr..
Metromont Materials Corporation
P. O. Box 1292
Spartanburg, SC 29304
Subject: Metromont Industrial Park
Mecklenburg County, NC
Dear Bill:.
) N °1 4t
I'EkMNS&
It was a pleasure to meet you and Mr. Joe Webb last week when I
was in Spartanburg.
Enclosed please find a revised Davco proposal incorporating the
changes which we had discussed at our previous meeting.
I think you will see that this proposal is now for 10,000 gpd
plant, with an option to go to 30,000 gpd. The blowers and the
filter system will be sized for the eventual 30,000 gpd, making
it very easy to expand this plant should the need ever arise.
The pricing for this plant is as follows:
Treatment Plant $46,115
Deck Screens for Plant 1,596
Filter 20,247
Flowmeter 5,497
Deck Screen for Filter 264
Erection 22,748
Larger Blowers 1,579
Total $98,046
Bill, if you would have someone issue a purchase order referenc-
ing Davco's Proposal No. 17380-3H1A, 2A, & 3A, and the price of
$98,046.00 subject to Engineer's approval of our shop drawings
and subject to the closing of the property, then Davco can pre-

Mr. Bill Cook
May 19, 1989
Page 2
pare the submittals drawings for your review.
I would like to thank you very much for this order we expect to
receive. I am looking forward to working with you on this
project.
Sincerely yours,
INTERSTATE UTILITY SALES, INC.
R. herman
RWG/ph
Enclosure

MEETING THE GROWING DEMAND FOR CLEAN WATER
A COMPLETE LINE OF SEWAGE HANDLING AND TREATMENT EQUIPMENT
EQUIP
E
DAVCO, a division of
DAVIS WATER & WASTE INDUSTRIES, Inc,
P. O. ©0X 1419 — 1828 METCALF AVE.
THOMASVILLE, GE©RGIA 31792
Phone [phone]
PROPOSAL AND PURCHASE ORDER
TO: Date:
May 15, 1989
Proposal Number: 1.7380-3111A --AA - 3 !9
Project Name:
Engineer:
Metromont Ind, Park
Thomas, Camper., Pridgeon, Inc.
Davco, an organizational unit of DAVIS WATER & WASTE INDUSTRIES, Inc., a Georgia corporation,
(hereinafter called "Davco") is pleased to propose that you make an offer to buy by completing, signing,
and sending to us the attached purchase order. Upon our written acceptance of the purchase order it will
constitute a contract between us.
Submitted by:
134 a Iwo%
Interstate Utilities Inc.
P.O. Box 33338
Charlotte, NC 28233
LThvc© Repri .nlnrivc
704-377-2636

Date: May 15, 1989
Proposal Number: 17380-3H1A
Project Name: Metromont Ind. Park
Page No.: 1
One. Concrete nodular Model Na. HC0010EC Davco sewage treatment plant, with all
equipment as outlined below and described in detail in the Davco Eubmittal Booklet
to be furnished upon acceptance of this proposal, of the extended aeration process
with a capacity of 10,000 gallons per day, with a B.O.D.5 loading of 17 pounds
consisting of:
3 - 5,000 gallon aeration tank(s).
1 - 6,200 gallon settling tank(s).
5,000 gallon surge tank(s).
1 - 5,030 gallon sludge holding tank(s).
Duplex - rotary blower(s) rated for 85 CPI of air at 4.5 PSI.
°DP - electric motor(s), 3 H.P., 1800 RPH, 3 phase, 60 cycle, 230/460 volt.
NEMA 3R - central electric control panel for a power supply of 3 phase, GO cycle,
240 volts, 3 wire.
All internal piping, valves, and fittings.
Separate surge tank blower system from plant.
Simplex rotary blower(s), base mounted and belt driven, capable of producing 17 CFM
at 4.5 PSI; driven by a 1 1/2 HP, 230/460 volt, 3 phase, 60 cycle, 3600 RPM, ODP
motor.
Fiberglass blower covers.
Maximum blower silencing.
Surge tank controls are to be mounted in the treatment plant panel.
Surge controls to include a blower time clock with on -off float switch override for
air to surge tank, and lead -lag float switch controls for surge pumps.
Duplex Submersible pumps driven by a .9, HP, 230 volt, 3 phase, 60 cycle,
submersible motor.
3" diameter galvanized steel surge pump piping.
4." diameter steel emergency overflow to aeration tank.
Influent flow regulator box
Topcoat:
with broad and V-notch weirs for use with surge tank.
Ameron Amerlock 400 gray at 6 mils d.f.t.
Guarantee: 1 year from date of acceptance not to exceed 18 months from date of
shipment.
PRICE: F.O.B. Thomasville,
_INCLUDE 0 NOT INCLUDE
_INCLUDE- DO NOT INCLUDE
rgia. Freight allowed $itii5 Ta::es Not Included
157() For deck screens epoxy, coated.
619 For Duplex rotary blOwer(s), base mounted

~
Date: May 15, 1989
Proposal Humber: 17380-3111k
Project Name: Metromont Ind. Park
Page No.: 2
~
and belt driven, capable of producing 170
CFM at 4.5 PSI; driven by a 7 1/2 HP,
230/460 volt, 3 phase, 60 cycle, l3113 RPM,
. OUP motor.
°0ovom will provide lifting frames (shipped with tanks) for off-loading and
positioning concrete tanks. Purchaser agrees to return subject lifting equipment,
freight prepaid, to Davcm plaut from which the equipment was shipped within 15
days. If Purchaser fails to return the lifting frames within 15 days - Purchaser
agrees to pay Davoo S300.00 replacement coat. (If Uavcn is responsible for
,off-loading and erecting the tanks - erection labor and material - Da*oo shall be
responsible for return of the lifting equipment).*
Price and delivery estimate valid only for 45 days from date of this proposal.
The described equipment is subject to the approval of the engineer.
Engineer's written approval to seller's submittal drawings constitutes "Notice to
Proceed" with manufacture as submitted.
Price and estimated delivery subject to change if written approval to seller's
submittal drawings is not received in Thomasville, Georgia *1tbio 45 days from date
submittal drawings are mailed by seller.
Weight: The approximate shipping weight of the heaviest piece of equipment is
10'00O[pounds
Shipment estimated 14-16 weeks after receipt of approved drawings.
Start-up supervision: If required, we will furnish o factory trained supervisor
for 1 day at no charge. Additional time will be charged at $300.00 per day plus
expenses.
"The price quoted herein is subJect to revision by Davco at the timi? o± invoicing
if shipment takes place more than 26 weeks after the date of acceptance of the
order by Da'co. The revision shall be based upon increases in material coste to ae
during the period from acceptance of the order to the date of ship-ment. The total
sales price, of vblch 65% shall represent material, will be revised upon �be metal
and metal products (Code 10) indices, published in the wholesale price index by the
U.S. Department of Labor, Bureau of Labor Statistics. Price increases on items
furnished by us which exceed the above escalation rate will be passed on to you
based on the actual cost increase to us. Any item that is so reviewed will be
excluded from the contract price before the escalation is calculated."
There are attachments to this form and they are a part of the Contract, "Da*co is
not responsible for the installation, wiring, or warranty for any item not
furnished by Davco.°
The above equipment is offered to meet the intent of the project Plans &
Specifications to the extent that they'relate to the equipment as detailed and
offered herein' Any items not specifically included are not ooversj yo,jel-
ocmpe of this proposal.

Date: November 17, 1988
Proposal Number : 170,0 -3fl2A
Project Name: Netromont Ind. Park
Page No.: 1
One Davco precast Concrete Filter System, with ali equipment as outlined below and
described in detail in the Davc© Submittal Booklet to be furnished upon acceptance
of this proposal, Model No. TF0030FC, sized for 30,000 gallons per day, consisting
of:
A. Control panel, conduit and wiring sized for power service of 240 volts,
phase, 60 cycle, 3 wire. Filter panel to be located an a panel stand
near filter tank.
B. Two (2) Steel factory built filter cell s}, 4 ft. diameter with media.
C. Duplex Dosing pumps and precast dosing tankage.
D. Duplex Backwash pumps and precast backwash tankage.
E. Interconnecting piping and fittings for complete system including all
automatic controls necessary for the system.
F. Optional equipment included in this proposal:
Duplex yip outlet.
Timer used for controlling chlorination.
V-Notch weir box, 45°, mounted in filter backwash/CL2 tank.
Access ladder for each cell.
Backwash waste overflow to gravity back to plant, surge tank.
1600 gallon post aeration tank with diffuser drop pipe. Air will be
supplied by plant blowers at a rate of 25 CFM/1000 ft, or 6 CFM.
Coatings: Primer not required. Topcoat to be Ameron Amerlock 400 gray,
6 mils d.f.t.
Chlorinator, "Tablet-Typen, Autotrol Model Microchem with one (1) 35 lb.
container of chlorine tablets.
LUDE DO NOT INCLUDE5',6/97 For L & S Flowmeter.
LUDE DO NOT INCLUDE
For deck screens.
Guarantee: 1 year from date of acceptance not to exceed 18 months from date of
shipment.
PRICE1 F.O.B. Thomasville, Georgia. Freight allowed Sj0)297 Taxes Not. Included
Price and delivery estimate valid only for 45 days from date of this proposal.
The described equipment is subject to the approval of the engineer.
Engineer's written approval to seller's submittal drawings constitutes ""Notice to
Proceed" with manufacture as submitted.
Price and estimated delivery subject to change if written approval to seller's
submittal drawings is not received in Thomasville, Georgia within 45 days from date

Date: November 17, 1988
Proposal Number: 1— -3H2A
Project Name: Meromont Ind. Park
Page No.: 2
submittal. drawings are mailed by seller.
Weight: The approximate shipping weight of the heaviest piece of equipment is
10,000 pounds.
Shipment estimated 14-18 weeks after receipt of approved drawings.
Start-up supervision: If required, we will furnish a factory trained supervisor
for 1 day at no charge. Additional time will be charged at $300.00 per day plus
expenses.
"The price quoted herein is subject to revision by Davco at the time of invoicing
if shipment takes place more than 26 weeks after the date of acceptance of the
order by Davco. The revision shall be based upon increases in material costs to us
during the period from acceptance of the order to the date of shipment. The total
sales price, of which 65% shall represent material, will be revised upon the metal
and metal products (Code 10) indices, published in the wholesale price index by the
U.S. Department of Labor, Bureau of Labor Statistics. Price increases on items
furnished by us which exceed the above escalation rate will be passed on to you
based on the actual cost increase to us. Any item that is so reviewed will be
excluded from the contract price before the escalation is calculated."
There are attachments to this form and they are a part of the Contract. "Davco is
not responsible for the installation, wiring, or warranty for any item not
furnished by Davco.
This proposal is priced by Davco sales office with benefit of only a partial set of
plans and specifications, and in no way meets the intent of the plans and
specifications other than as represented herein. Any changes or additions required
by the Engineer or otherwise necessary to meet the plans and specifications will be
at the Purchaser's expense.

Cate: November 17, 19
Proposal Number
Project. Name: Metromont
Page No.: 1
1 MC
2 MC
3 HC
4 MC
)3E0`
nd. Park
Standard Concrete Modular Erection Proposal
Davco proposes to furnish labor, equipment and expendable materials to
erect and/or install the equipment purchased on Davco Proposal Number
17062-3HIA - 2A.
The scope of work and responsibilities for work is -as defined below:.
Devco is responsible for offloading the equipment supplied by Davco and
erect/install the same equipment with maximum bury of 7'-0".
Davco erection responsibility begins at the point of flow into the
erected equipment and ends at the point of flow from the erected
equipment. Connections to and from the erected equipment is not by
Davco.
Davco is responsible for installing, supplied accessories and/or
equipment mounted on the treatment plant or attached to the plant as
shown on Davco's approved shop drawings.
Davco is responsible for installing the interconnecting piping between
tanks, blowers, blower common header piping and air piping from blowers
to the air inlet point on the erected equipment, provided the material is
supplied by Davco.
5 MC Davco i.s responsible for providing the necessary construction equipment
for erection (crane, welding machines, cutting equipment, backhoe, etc.).
6 MC Davco is responsible for excavation to a maximum depth of 7'-0" to
install the tanks. Davco's excavation shall be limited to removal of
soil with a backhoe. Additional cost incurred due to dewatering, rock
removal or damage to underground objects (pipe lines, utility lines,
etc.) shall be the responsibility of the Purchaser.
7 MC
8 MC
Concrete tanks shall be placed and leveled on the excavated surface. If
additional material (rock, sand, gravel, etc.) for stabilization of the
equipment base is required, the cost of purchase and placement shall be
the responsibility of the Purchaser.
Davco is responsible for bacckfilling of tanks with excavated material, if
the excavated material is determined unsuitable it shall be the respon-
sibility of the Purchaser to supply suitable backfill materials, backfill
will not he compacted by mechanical or any other means. If backfill
material is required in addition to the excavated material, it will be
the responsibility of the Purchaser. Backfill will be approximately 3
feet from the top of the plant. (Tanks must be backfiiierl at least 2
feet above the seam of joint between the upper and lower tanks.) The
spreading or removal of unused spoil material is the responsibility of

Date: November 17, 1508
Proposal Number: 1-R@,&2-3U3A "MO
Project Name: Metromont Ind. Park
9 MC
the Purchaser.
"
Davco is not responsible for any eboring or retaining structures if
excavation is necessary near existing structures, the reinforcement and
placement will be the responsibility of the Purchaser.
10 MC The Purchaser shall assume full responsibility for the foundation and
soil on which the tank rests to properly support the weight of the tank
and 000tents. Where the tank is installed partially or wholly below
grade, the Purchaser shall assume full responsibility for the design of
the foundation to resist hydraulic uplift pressure. Should any damage
occur to the tank or other installation through the failure of the foun-
dation/ the Purchaser shall assume all costs incidental to the failure.
Davoo shall be indemnified and held harmless by the Purchaser from all
loos resulting from claims or damages arising directly or indirectly from
any failure of the foundation.
11 MC Any required anchoring or securing of tanks other than standard
excavation and bmokfilling will be the responsibility of the Purchaser.
12 MC Davoo shall not be responsible for any field concrete work associated
with this Job. The Purchaser shall be -responsible for all required field
concrete work and is responsible to coordinate such work with Davco
erection foreman prior to Job completion if the concrete work is
necessary for installation of equipment supplied by Davco.
13 MC Bavco is responsible for providing electrical circuitry (conduit and
wiring) electrical panels mounted on the plant or from junction boxes
mounted on the Plant, to electrical equipment installed on the plant. No
material or labor for electrical work off the plant is the responsibility
of Davco. Labor and material for providing electrical service (conduit,
wiring, etc.) from the power source to control panels or junction boxes
on the plant is the responsibility of the Purchaser.
14 MC Tanks must be filled with water prior to Dovoo erection crew leaving the
jobs±te/ Customer agrees to provide sufficient water supply, piped to the
teoke/ to fill the plant in one day, or reimburse Davoo'o costs incurred
in obtaining water to fill the tanks.
15 MC Davom shall be responsible for the installation of one (\) Duvoo TE 2-4
gravity filter system with all Davoo supplied accessories.

to ; geavenber 7, 1
Proposal Number: - g gA (73
P e ect Name tr mb t rid Park
Page Ho.:
pl } r ry Tapes are not included.
Pnice valid only icr45 days r im date of this `prpr
the dacumes listed below are part di this proposal.;
General Terms and Conditions iot Pa e tion Fork.

Date/ November 17/ 1988
Proposal Number: ����!-3H3A /7���
Project Name: Nctromont Ind. Park
Page No. : 4
~
UkVCO
GENERAL TERMS AND CONDITIONS
FOR
ERECTION WORK
1E Equipment location and staking, including plant orientation/ influent and
effluent location, is the responsibility of the Purchaser and/or his engineer.
22 The elevation of equipment above or below grade must be determined by the
Purchaser and/or his engineer and entered upon the approved drawings.
Purchaser is responsible for establishing benchmark at site for Davco erection
crew'
3E Purchaser agrees to provide a clear level work area at least 35 feet vide
around the periphery of the erection site. Prior to starting erection, any
obstructions in the work area, such as excavations, overhead lines, fences,
trees, abrubbery, eto- shall be removed by and at the expense of the
Purchaser. The Purchaser shall keep the site properly drained and free from
surface water during erection, and until the work has been completed and
accepted. The site and site access shall be capable of supporting a crane up
to and including 50-ton capacity and other erection equipment. Any fill or
devatering necessary to accomplish the above, or additional costs of oversized
or special equipment required due to poor site conditions, will be the
responsibility of the Purchaser. Site leveling/ grading, etc., after
erection, shall be the responsibility of the Purchaser. Davco shall be
responsible for the clean up and removal of trash, scrap materials, etc./ left
from Davco erection work.
4E Purchaser agrees to provide site access and site working area capable of
supporting the delivery trucks (70-75,000 pounds gross weight). Purchaser
agrees to maintain site access and working area, daily if required, to allow
Davco erection crew to perform work during all weather conditions. Should
Davco have to -stop work and return to the site when access and/or work area
permits or experiences delays due to the site and site access being unsuitable
for work due to Purchaser's failure to prepare end/or maintain the above, the
Purchaser agrees to compensate Davco for cost incurred and agrees Davco shall
be indemnified and held harmless from all loss or damages resulting from
delays of Job progress, that are directly or indirectly a result of the
Purchaser's responsibility.
5E Davoo"a erection personnel are non -onion and all work will be by non -union
personnel. In case of interference in erection work due to labor problems by
persons not employed by Davco, or the imposition of requirements concerning
labor, working conditions, wage rates,etc., which were not clearly defined
prior to Davco acceptance of the erection Job/ Davco shall have the right to
stop vsch without prejudice until such interference or condition is satis-
factorily removed or resolved. If additional costs are incurred by Davco doe

Date: November 17, 1988
Proposal Number: 17062-3H3A
Project Name: Metromont Ind. Park
Page No.: 5
to such conflic
he Purchaser hereby agrees to reimburse Davco for the
additional costs incurred.
Davco is an Equal Opportunity Employer and shall comply with government regu-
lations pertaining to fair and equal employment.
Work hours by Davco at the site shall be as determined by Davco. The
Purchaser shall not define working hours, number of work days per week or
prohibit Davco from working evenings, weekends, holidays, etc., when deemed to
be advisable by Davco.
6E INSURANCE
During the period of erection of the equipment contemplated herein, Davco will
maintain the following insurance:.
a) Workmen's Compensation and Employer's Liability.
b) Occupational Disease.
c) Contractual Liability.
d) Public Liability Insurance, Personal Injury and Property Damage.
e) Automobile Liability, Personal Injury and Property Damage.
Any insurance required by Purchaser in addition to the above mentioned
coverage shall not be considered to be included in the purchase price as
forth herein and shall be charged to the Purchaser.
7E UNLOADING OF EQUIPMENT
Davco is responsible for unloading of equipment which is to be erected by
Davco.. Purchaser is responsible for unloading any equipment or accessories
shipped to Purchaser for his installation. (Such as base channels to be
embedded in concrete foundation by Purchaser, blowers or other accessories to
be installed by Purchaser).
8E PURCHASER ACCEPTANCE OF ERECTED EQUIPMENT
When erection of the equipment nears completion Davco shall give Purchaser
seventy-two hours verbal notice that the equipment shall be ready for
inspection and acceptance. Purchaser agrees to provide, on seventy-two hours
notice, an authorized agent to meet at the site with Davco erection personnel,
to inspect the erected equipment, and accept same for/or on behalf of the
Purchaser. Any backordered items not installed at that time shall be listed
on the acceptance agreement with the written understanding that Davco is
responsible for installing the subject equipment. Backordered items shall be

Date: November 17, 1988
Proposal Number: 17062-3G3&
Project Kame� Metrommnt Ind. Park
Page No.: 6
,
received by the Purchaser at the 'Backordered Address" previously provided -
and stored until Davco installation is scheduled.
9E PREPARATION FOR START-UP OF ERECTED EQUIPMENT
Upon completion of erection Davco shall inform the Purchaser that the erected
equipment is ready to be placed in service. The Purchaser shall make all
preparations for which he is responsible, such as: Influent and effluent
connections, installation of the required electrical power supply and
circuitry, filling tanks with clean water for testing and otart-up/ etc. It
any deficiencies in materials or workmanship by Davco are discovered by the
Purchaser while performing this work, the Purchaser Eball immediately notify
Davco so that corrective action,can be taken.
Davoo is responsible for providing start-up supervision as defined in the
equipment proposal. For scheduling purposes, ten days notice of desired
start-up date is required.
SECURITY AND PROTECTION OF EQUIPMENT
Purchaser is responsible for security of equipment stored on his site after
delivery prior to arrival of Davoo crews to begin erection; and for any back. -
ordered material delivered to Purchaser after departure of Davom erection
crews. Davco shall not be responsible for deterioration/ theft, vandalism or
damage to equipment which is stored on site or left inoperative after
installation due to delays in start-up. Purchaser agrees to be responsible
for security and protection of such equipment.
11E DACXCHARGES
Davoo will accept no bechchsrges for any reason which have not been approved,
prior to any work being performed, in writing by an authorized manager of the
company. Purchaser agrees to contact Davoo and receive written authorization
prior to incurring, any coats related to backoharges.
12E LICENSES AND PERMITS
Unless specifically stated in Devco°o erection proposal Davoo is not
responsible for licenses, permits or fees required to perform the work defined
in this proposal.

GENERAL TERM ANI) CONDITIONS
I . We request that our company's Equipment Purchase Order be executed by you. However, your purchase order referencing our proposal by number and
date will be sufficient so long as It does not create an unfair advantage to either you or I)avco (sometimes referred to as our company, we, our, us). The
order will be subject to written acceptance by our company's Contracts Officer at Thomasvllle,Ceorgta,
SYt will assure you of prompt acceptance of the order or we Witt grice sill be elcftty ed, t o *sill 'Aso insure ,prompt preparation
of the number of shop drawing, booklets called for ire the specifirrttiedatrs, Aolditirrr:al t^topics will he fuersished i°rmr SSti.t?(i per ed upon request by vnu. :t
book fur the maintenance and operation ref fire htaycrr equipment will be I,rrrsyidrd in the rtnmher collet Additional t` mies thereof
will likewise he supplied at $50.PA" per copy. if none are called for in the plans and ;peeifieutiuns, one copy will he supplied iu your at no charge.
3 . Newt note that our proposal does nut Include any sales or other required taxes or permits„ The ap
voicing, If you are tax exempt on this job, you will need to provide us with your exemption ce
we must pay on your behalf. You are responsible for obtaining permits in connection with the sale ur
harged to you ut the time of In-
gree to reimburse our company, for any taxes
in of our equipment.
4 Our proposal Includes the equipment we offer to furnish you at the prices slated and these prices wilt remain fiem when you execute our Purchase Order (or
send us your purchase order referencing our proposal) within 45 days from the date of our proposal and we receive I final approved drawings wilhin 45
days after we mall the shop drawing booklets. "I he price could change If you should require a change in the design of the product or require changes in the
components we have quoted, We will issue the necessary change orders to either decrease or Increase the price and said change orders will be deemed ac-
cepted and assented to by you If within a reasonable time the terms of the change order have not been otrjected to in writing by you to us, it being agreed
upon that a reasonable time for objection is 20 days from the dale thereof. We, of course, want to reserve the right to correct typing and clerical errors in
our price or specifications..
5 „ Unless we agree otherwise, this transaction will be handled nn a credit basis and is for business or commercial purposes, On this basis there must be
agreements on certain terms and conditions so there will he no misunderstanding at a later date; therefore you and our company agree to the following such
Terms' and Conditions:
(a) We will retain title to and a secured interest in the equipment described in the rroposai until we are paid in full. In order to do that we ask that you ex-
ecute one or more financing statements. This will he recorded and will he public notice that we retain title to and a secured interest in the equipment,
You end our company agree and `el is our mutual intention that the equipment proposed and described in our quote is now and shall remain personal
property and shall not become a fixture or part of a. fixture unfit we have been paid in full. In effect, you and our company are agreeing to waive any
other possible definition of the equipment so proposed and described for the purpose of this credit transaction that would invalidate your and our
slated intention, and so that no unfair advantage will be gained by any third person or entity should our company not he paid for any reason.
(b) Payment, subject to continuing approval of credit, is clue as follows;, 10N with order, 90NJn true and payable 30 days from the date of each invoice. (On
E. P. A. projects l5";o is due with approved shop drawings, 85QJe due and payable 30 days from the dole of each invoice or as amended and accepted on
the purchase order,) Our company will invoice you as the equipment you ordered is ready In be shipped, which may he within the estimated shipment
period quoted to you ur after such period, You agree to pay in full all invoices within the time .;peeifietl above in this sub -paragraph. Your payment to
us will not he dependent or contingent upon receipt of payment by you from any other party. Any balance remaining due 31 days beyond the invoice
dale will be subject to a IL': per eenl monthly service fee until paid. Should we have to engage an attorney to collect the balance due us, including the
service fee, you agree to reimburse us for all collection costs including reasonable attorney's fees,
(e) Once we have begun manufacture of Ibe equipment, we will notify you of the tentative shipment dale. Once the equipment is ready to be shipped, we
may, at our option, agree to store the equipment should you not he ready for delivery, but this will not postpone your duly to pay the inyaice(s) as they
become due according to the terms of this contract. Should our company find it necessary to store such equipment for said reason you hereby agree to
pay a storage fee al the rate of IN of the contract price per month in addition to your duly In pay invoices(s). Please note that your return of the final
approved drawings will constitute your notice to us to proceed with the manufacturing of the equipment.
(d) Our company will not be liable for any damages sustained by you resulting from our company's or any supplier's failure to perform or delay
ming any obligation. if such failure(s) or delay(s)is/are caused directly or indirectly by circumstances or events beyond our control. Some
elude invasion, insurrection, riot, fire, flooding, strikes, etc, A more common example of such circumstances or events would he the failure ,tit a truck
or supplier to meet delivery schedules. You agree to waive any right to incidental or consequential damages as .slated in our company's warranty and as
further agreed herein„ You further agree that our company will not he responsible for any "hackcharges" or costs unless and until you first obtain our
company's written approval before you sustain such "hackcharges" or costs.
(e) You agree that if our equipment is installed or repaired by others, you will not seek to hold us responsible for any damage and injury which may restlll
from such installation or repair, directly or indirectly, In addition, our company will not he responsible for to your property or any other pro-
perty, real or personal, caused by malfunction of our equipment whether or not it Is installed by others or by our company.
(f) In order to obtain proper delivery, it is agreed by *you and by our company that you provide the carrier with ata uceess rtsad fu and from the job site,
which road is capable of supporting trucks loaded to 75,000 pounds and with a 14 fool height clearance, Shouid the'oh site sir such road not be suitable
for such use and purposes, you will reimburse the carrier and us if we are responsible for the erection of the equipment for any delays at the hourly
labor rate and demurrage rate current at that lime. You will also be responsible for unloading the equipment, unless we are responsible for the erection
of the equipment.
(g) The responsibility for protection of the equipment will be yours after it is delivered to the job site. Damage to the equipment after iteliyery which Is
caused by vandalism, the elements or otherwise will he your responsibility and not that of our company.
(h) For your added protection, we are providing you with a warranty on our equipment which is made part of our proposal, and which Is made a part of
th is agreement by reference.
(1) You may cancel this contract for any reason and without our approval and at no cost to you print to ortr fareparing the submittal data. Itrrwever, after
the submittal data has been prepared and you then decide tar cancel your order, you agree to reianhurse otar company for our costs incurred in such
preparation, inc(udtn.g overhead and administrative costs, Our company may cancel the order prior to or at the tune of receiving, the final approved
drawings if our company deems itself insecure, or determines That tl is commercially unreasonable fear us to proceed, fn this event you will he refunded
any and all deposits you have made to us.
(j) We both agree that this contrail contains the coml,bicte nrnl final regreemcnt between us and naay not be modified, di led, supplemented, explained, or waived
by parol evidence, your purchase order, course of dealing;, or in. any other way, except where made in writing and signed by you and our company's
authorized, officer.

a1 r• r i a a• a1a a r r :.0 .14.00 ;
DAVCO
Mi[dIMU TN OMJM"IhG B*M,pa,i1 i0:# cfl*M vit a
CUSTOM - CARE WARRANTY
SERIAL NO.
Davco warrants that all components of the equipment manufactured by Davco are free from
defects in material and workmanship. If the equipment is erected by Davco at the jobsite,
Davco warrants that such erection is free from defects in material and workmanship. These
warranties shall be valid for a period of one year from date of acceptance of the equipment,
or eighteen months from date of shipment of the equipment, or if stored by Davco, for a
period not to exceed 18 months after invoice date, whichever occurs first. These warranties
shall be valid only if the equipment is properly serviced and operated under normal condi-
tions and in accordance with the written instructions of Davco. The obligations of Davco,
under this warranty, are limited to the repair or, at its option, replacement of any component
part manufactured by Davco which proves, upon examination by a representative of Davco,.
to have been defective originally. Defective parts must be returned by the purchaser or owner
to Davco, if so requested. Davco is not responsible for any incidental or consequential
damages whatsoever.
Davco will provide labor as required to replace, repair or modify, at Davco's option, the
following major components: Basic steel structures, primary pumps and major piping and
valve assemblies, except for labor provided under the preceding sentence, the cost of all
labor and any other expenses resulting from replacement of defective parts and from in-
stallation of parts furnished under this warranty shall not be covered by this warranty.
THE FOREGOING WARRANTIES SHALL BE IN LIEU OF ALL OTHER WARRAN-
TIES WHATSOEVER, EXPRESS, IMPLIED OR STATUTORY, INCLUDING
WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR A PARTICULAR PURPOSE.
These warranties are conditional, and do not apply in one or more of the following in-
stances:
(1) To items that must be replaced because of normal wear, such as (without limitation)
pump seals, packing, belts, light bulbs and grease; or
(2) To items that have been subject to misuse, neglect or lack of maintenance; or
(3) To products that have been repaired or altered outside of Davco's factory without.
written notice to, or authorization from Davco; or
(4) To products which are not started up by Davco's representatives within sixty (60)
days after delivery to the job site, unless special instructions are requested from. Dav-
co in writing before the above sixty (60) days have expired; or
(5) To items that have been damaged or adversely affected by the neglect or lack of care
and protection of the equipment by the purchaser prior to start-up; or
(6) To items that have been damaged, or are missing, after delivery to the job site.
P. O. BOX 1419 - THOMASVILLE, GEORGIA 31799-1419
[phone]

Engineering
Submittal
Data
SERIAL NUMBER
ROWING DEMAND FOR CLEAN WATER
P.O. Box 1419/Thomasville, Georgia 31792

DAVCD ENGINEERING DATA
CHK
JOB NAh E
JOB NICER
41Z7
MODEL NUMBER
1coo Q�
STATION c��c�•�rti Mc,rz.°LA.t
ENGINEER
Tsar � G'M ect-17.
CONTRACTOR
Mew 0 111,147Ee,A►LS C CIR
REPRESENTATIVE
PO
FINAL CHK.:
We propose to
Date Slit; r i ttal Prepared / Je1.0- E 8g
DAT .4Vg? ..
'dE
DATE: / 4:41,vE ScP
nish equipmen
de cribed for the above named job.
This engineering data is submitte.11y complying with the intent
of the plans and specifications for this project. However, in the interest
of standardization of components and fabrication methods, there are
necessarily some exceptions taker. The customer should. carefully examine
the data submitted herein, reviewing, especii; for correct dimensions
and locations of connections with piping .rid wiring furnished. under other
sections of the contract.
Davco proposes to furnish only that equipment described in this brochure
and provide such only under terms of the sales agreement. Davco assumes
no responsibility for equipment not expressly mentioned. Approval of
this submittal data constitutes acceptance, becomes binding upon. both
parties to the agreement, and constitutes a "notice to proceed with
manufacture".
A?PROVED. SUB jEGT TO CORRECTIONS AS NOTED:
DATE:
LFWGINMERS:
BY:
Note:
Davco will accept no backcharges incurred by any party, for any reason,
which have not been specifically authorized in writing by an officer
of the company with a cost approved prior to the work being done.
NOTTCE:' This equipment is designed to operate on phase,G© hertz
volt, wire electric service. Please indicate if this is
correct.
Approved by
Date

DAVCO MODULAR CONCRETE
SEWAGE TREATMENT PLANT
DESIGN DATA
FOR
MODEL, Qc_t o
DESIGN PARAMETERS
A. Total daily flow
B. Q - flow in gallons per minute
C. Maximum flow rate = Z.5 x Q
D. Runoff period is
received
the number
GPD.
GPM..
GPM.
of hours each day in which that day's flow
hours.
E. Total Daily Flows
_._ y Gallons 4P_ _ _ . Gallons per hour.
, in
Daily Runoff Period, in Hours.
F. Total 5 day B.O.D. per day
G. Air Requirements
Air requirements are based on 2Se'
Aeration Compartment
"F .+ A*Pti.+:OD
Reaeration Compartment
Aerobic Digester
Air Lift Eductor (s)
Total at PSIG
H. Plant Profile
On Grade Std. Backfill
Below Grade ft.
I. All concrete to be 4000 PSI.
�uE O LEA
pounds.
cu. ft/day/pound of 5 day B.O.D.
CFM
ate._ .CFM
CFM
CFM
CFM
CF
CM 1
GWS
6/9/80

GENERAL DESCRIPTION:
The plant is composed of the fallowing components and equipment.
1. Aeration tanks and aerobic digestion compartments with air diffusers.
2. Secondary settling tanks (s) with scum removal unit (s) and return sludge
eductor (s).
3.
4, Interconnecting Piping.
5, Rotary Blower (s).
6. Central electric control panel.
Optional equipment furnished, (check items to be furnished),
Influent equipment
( ) Raw Sewage Lift Station
( ) Raw Sewage Eductor
( ) Comminutor and by pass screen
>4* Flow splitter box
( ) Inlet Bar Screen
(›K:i Surge Tank (see separate design data sheet)
Chlorination Equipment
( ) Hypochlorinator
) Fiberglass House
( ) Heater
) Mounted by other
Gas Chlorinator
( ) Fiberglass House
( ) Heater
( ) Fan Ventilator
Miscellaneous Equipment
( ) Flow Meter
( ) Plant Mounted
( ) Remote mounted recorder
( ) Lab Test Equipment
( ) Handrailings
) Ladder
( ) Effluent filter
(>4
Deck Screens
GWS
CM 2 6/9/80

er
Blower
Model
Other
and Blower- Silencing
ations
`3Zoa r- _ .`..m.
Single
Plant Mounted
lcations
-� .. R P f 1
se, 60 cycle, 2
Filter Silencing
Inlet
Discharge_ ,�!1rj
OPTIONAL EQUIPMENT
Coinminutor
(>. None
( )
Standard
6-inch Davco
with 1 phase,
features. Al
tor.
Other
RPM
HP C> _ ©DP
volts,
Dt,rp l e,x
( ) Slab Mounted
) TEFC
Other
-e electric service
th a capacity of 0 - 175 GPM driven by a 1/3 horsepower motor
15 volt electrical characteristics and automatic reversing
controls except breaker gounted in control panel on comminu-
CHLORINATION EQUIPMENT (s E
Hypochlorinator
( ) Standard Hypochlorinator with
capacity 0-32 gallons per day
gallon PVC container, Chlorinator
50 psi, 115 volt/60 cycle, 1.46 amps.
C h1.3
G'US
6/9/80

( ) Hypochlorinator other.
( ) Fiberglass House, standard 36" diameter with eovor, plant'mounted.
( ) Heater for chlorinator house.
Gas Chlorinator
( ) Fischer Porter 1700 Series - Standard
( ) Chlorinator w/automatic changeover system
( ) Other
Miscellaneous Equipment
( ) Gas Mask
( ) Scales
( ) Water Booster Pump, Model
Flow meter (•'s_re
Y rE Ers. cCy. rz)
( ) Standard Fischer Porter Model
)
( )
)
Other
Plant Mounted
Remote Recorder
24 Hour Chart Drive
( ) Laboratory Test Equipment
All test equipment and chemicals required to perform the following test shall be
provided complete with a wooden, cabinet.,
Dissolved Oxygen
Settleable Solids
Temperature
Froth Control System
pH Determination
Chlorine Concentration
) Standard Optional System
Spray nozzles are located in the contact and reaeration compartments. Water is
supplied by a submersible pump located in the settling tank. The pump has a
capacity of 32 GPM at 10 feet total head and is wired to run when the blower is
running. The control center has a manual on/off switch for the system.
CM 5 GWS
6/9/80

© Tot
r..
GAVCO-DEFIArJCE SURr`L TAN
DESIGN DATA
FOR
JI [L?'•'1C 60i ©�L
Flew of Treatment Plant
Which Total Flow is Received
Stanurir,i ;Jr•�
Other
P' ,560Z o f Fla i l y F
Obr
Aeratr,c,parate Blowers from Plant)
Standard ?0 CFM Air per 1000 ft. S Tank ° olurne
/ER, MOTOR'.:, A;l[p BEOOER SILENCING (Surge Tani()
wer Specifications
Model ,.P w1-7 Zz 4= , RPM
Single
) Plant Mounted
Other ec45de y«
Motor Specifications
.3Cc RPM
Phase,60 cycle
Filter Silencing
Inlet 'ea 1
23e,
( )
Duplex
Slab Mounted
HP ODP ( ) TEFC ) Other
volts, wire electric service.
Discharge UeB -,
Influent Pumps Standard With Flow Splitter Box, Broad Weir-V notch Weir
ArrangementrExcess Flow Returned To Surge Tank,Standard Controls By Float
Switches. Controls Are Built In Treatment Plant Panel.
ST 1
MDM
4-9-75

tic
Other
P
ci cati ar S
RPM
Phase, 0 cycle,
Silencing
Inlet
Discharg
ST
Hi
OOP
TEFC Other
ine s ice
DM
--7

Heavy Duty
Submersible Wastewater Pumps
3" Discharge Medium Head
SECTION
PAGE 3
ISSUED 9/85 -
SUPE RSL tf85
•
.1111....11M11.11.11.111ft PPP
Pump Specifications
Size: 3" Discharge, 2" Suction Opening
Impeller: 2 Vane, Cast Iron with Pressure
Vanes on Back Side
Seal: Mechanical Type in Oil -Filled Chamber
with Secondary Exlusion Seal, Ceramic
and Carbon Faces
Pump Body: Cast Iron
Motor Housing: Cast Iron
Hardware: 300 Series Stainless Steel
Suitable For: 160° F Liquids
Power Cord: 15' of 14/3 SJO Cable on Models
3SE53, 54, 75 and 101. 15' of 14/4 SO Cable
on Models 3SE55, 56, 73, 74, 103 and 104.
Standard Equipment: All Models Equipped
with Legs
Optional Equipment: Additional Pump Cable,
Carbide Seal Faces, Thermal Sensors and
Sensor Cable Available
Pea dy BaRnes
Models
3SE53
3SE54
35E55 dellm4K
3SE56
3SE73
3SE74
3SE75
3SE101
35E103
3SE104
Size
3" Discharge
2" Spherical
Solids Handling
NOTE: Pump can operate
dry for extended periods
without damage to motor
and/or seals.
Motor Specifications
Model 3SE53 - HP, 115 Volt, Single Phase
Model 3SE54 - .9 HP, 230 Volt, Single Phase
-Model 3SE55 - .9 HP, 200-230 Volt, Three Phase
Model 3SE56 - .9 HP, 460 Volt, Three Phase
Model 3SE73 • 1.4 HP, 200-230 Volt, Three Phase
Model 35E74 - 1.4 HP, 460 Volt, Three Phase
Model 3SE75 • 1.4 HP, 230 Volt, Single Phase
Model 3SE101 - 1.8 HP, 230 Volt, Single Phase
Model 3SE103 - 1.8 HP, 200-230 Volt, Three Phase
Model 35E104 - 1.8 HP, 460 Volt, Three Phase
Single Phase: PSC (Permanent Split
Capacitor), completely Oil -Filled and
Overload Protection in Motor - 1625 RPM
Three Phase: Completely Oil -Filled, Overload
Protection provided in Magnetic Starter
1750 RPM
Shaft: 5/8" Diameter 416 Stainless Steel
Thrust Bearing: Ball
Radial Bearing: Sleeve Permanent Lubrication

SECTION
PAGE
ISSUEu .._._
SUPERSEDES
Models
3SE53
3SE54
3SE55
35E56
3SE73
3SE74
3SE75
3SE1O1
3SE103
3SE1©4
4A
4
4,8725
13.25
18.82
9.50
Peabody BaRnes
6.51 Nnrtf 1.1„41 .Street Manstioic1 Oho 41.02
Fra me 419 522.15Y1

TOTAL HEAD
MTRS
15
12
I.S. GALLONS
PER MINUTE
LITERS
PER MINUTE
egCTION"
PAGE
ISSUE D
SUPERSEDES
4444
•-
LW
MEV
MIN
111111/111
• p
mEllEMEINE
SOINESIMENI
IMMIENERNI
ENIIMENEIEEMEM E EMENIEEIE
NEEEENIUMEEEEEMENNEIMIEMI
11118111111111ENIMENIMEIMNEIMENIEEME
4A
9/85
leab&jv BaRnes
Performance Curve
Submersible Wastewater Pumps
Models: 3SE55
Motor: 'A HP, 200,230,460 volt,
Three Phase, 1750 RPM
Impeller Dia.: Various
Peabody Barnes Inc.
CONDITIONS
G. P. M.,
T. D. .<07:
North Mr Street,. MansLeld. Ori:o 4.4.902
me: 419/522-1511

ROO S G:V:SION
DRESSER INDUSTRIES, INC.
CONNERSVILLE, IN. 47331
PRINTED I *{3 U.S.A.
PERFORMANCE
RAME 22 UNIVERSAL RAI BL
AXIMUM PRESSURE RISE =10 P'
PERFORMANCE BASED ON INLET
AIR AT 14,7 PSIA 6 68'F
AUGUST 1996
MAXIMUM SPEED = 4580 RPM

ROOTS DIv=SIDN
DRESSER INDUSTRIES,, INC.
CONNERSVILLE, IN. 4733!
PRINTED IN U.S.A.
PERF
AIR
AUGU
RMANCE BASED ON INLET
T 14.7 PSIA & 6B'E
T 1996
PERFORMANCE
E 36 UNIVERSAL RAI BLOWE
AXIMUM PRESSURE RISE = 6 PS
MAXIMUM SPEED = 3275 RPM
I500 2000 250 3000 3500

Diffuser
Flexcap
The First Diffuser Engineered For Extended Life
Without Plugging, Without Blow -Off,
Without Maintenance. We Guarantee It!

Design Breakthrough Makes
Available The Most Reliable
Coarse Bubble Diffuser Ever Built
At Autotrol, we first started using a coarse bubble air diffuser in our
own air driven RBCs in the late '70s ... over 200 installations includ-
ing more than 50,000 diffusers. After two to three years, some oper-
ators were experiencing plugging and blow -off problems.
After Replacing Thousands Of Air Diffusers
Made By Other Companies ... It Was Time For
Autotrol To Engineer A Better Diffuser
Mien we had to replace the diaphragm diffusers on 178 RBCs with 50
diffusers under each, we felt that there had to be a better way to sol
the problems we faced ... plugging, brittleness, periodic mainte-
nance and eventual blow -off. During the months of research and pr
totype production, we hit on a breakthrough that led to the Flexcap'
Diffuser. The only truly extended life diffuser available today.
And It Works!
It works twice as long as any other
diaphragm diffuser available today. It
will not plug. It will not blow -off. It
even resists brittleness. And it's vir-
tually maintenance free.
This may seem hard to believe after all
the promises and claims you have
heard about diffusers. But. we have so
much confidence in the Flexcap
Diffuser that we guarantee it.
80 PSI And It Didn't Blow
Sudden bursts of extreme air pres-
sure, debris or brittleness over time
cause ordinary diffusers to blow their
caps. The Flexcap Diffuser won't blow
its cap, not even when the pressure
reaches 80 PSI or more. Debris can't
plug it and even calcium carbonate
build up is eliminated. (Test results
are available so you can see for
yourself )
If brittleness does set in, this cap is
designed to hug the base even tighter.
No other diffuser can make these
claims. We know. We've used and
tested them all.
Check Valve Action
Keeps Debris Out Of System
The smooth top on the base keeps debris from clinging and settling.
This feature along with the greater flexibility of the cap provides a
tight leak proof seating surface. When the air supply stops, the larger
diameter of the base and cap allows added pressure from the liquid
,above to close the cap more securely to the base. This combined
check valve action minimizes the chance of any debris or water
entering the diffuser,

On The Outside
It Works Like A Diffuser
The Flexcap Diffuser can replace any
diaphragm diffuser you are using. It
meets all the requirements for aera-
tion in municipal, commercial, resi-
dential and recreational property
package wastewater treatment sys-
tems. And it works effectively in exist-
ing or new installations.
The Flexcap Diffuser uses a uniquely
engineered cap and base that is de-
ceptively simple in appearance, but it
has been designed to work where
other diffusers have .tailed.
Bottom distribution ring design with air holes spaced on outside of the base
form a uniform bubble distribution over the entire diameter of diffuser
providing excellent oxygen transfer. It works whether the installation is flat
or at an angle as severe as 15 degrees.
A. Air holes on underside of diffuser combine
with self wiping action to keep diffuser
from plugging.
B. Pockets reinforce locking lips to prevent
+walk off.
C. Wiping action motion of pockets actually
agitate back and forth during operation to
wipe" away debris and prevent plugging.
0. Cap placement on base allows movement
.. cap can't be forced off even during
extreme contraction.
E. Uniform thread design makes replacement
easy in existing or new installation.
F Cap material specially formulated to retain
flexibility longer.
G. Multiple fingers are extra long and
uniform to accept direct stress. This holds
cap on even under extreme pressure,
shifting and vibration.
H. Smooth top keeps debris from clinging
and settling on base, Provides clean. even
seating surface when air is shut off,
On The Inside
No Other Diffuser Can
Match It
On the outside the Flexcap looks like
every other diaphragm diffuser. But
inside, is what makes the difference.
Take a closer look. It's enough to
change your mind about diaphragm
diffusers.
What It Doesn't Do Is
What Every Operator Wants
No Plugging
• Underside orifice design prevents
debris from settling inside the
diffuser.
• Controlled velocity through air holes
provides a positive flushing action.
• Dissimilar materials forming the
orifice cause a flexing at the air holes
that "wipes" the surface free
of debris.
No Blow -Off
• Multiple fingers provide a blow -proof
locking action by transferring stress
to the outer tips. This action forces
the cap tightly onto the diffuser.
• Pockets used to reinforce cap also
reinforce locking lip to minimize
movement and prevent cap from
walking off disc plate.
Minimizes Effect of Brittleness
• Unqiue cap and base design actually
locks the cap tighter onto the base if
brittleness does occur.
• Even before it hits the water, the cap
is more flexible than other diffusers
through the use of lower durometer
cap material.
No Maintenance
Because the Flexcap Diffuser doesn't
plug, won't blow -off and isn't as sus-
ceptible to failure due to brittleness, it
is virtually maintenance free. No other
diffuser can match this performance.
It took us years to solve our diffuser
problems. You can solve yours with
a phone call. Check the facts on
the back cover; then call for a
demonstration.

Figure Out For Yourself...
The Flexcap' Diffuser
Can Save You Labor,
Time and Money
Head. Loss Chara
10
6
z
4
cIy
2
Dimensions And S
4 5 6 7 8 9 10 11 12 13 14 15
AIR FLOW IN SCFM (68°F & 29,92' MERCURY)
es w
SPECIFICATIONS
BUNA-N CAP
POLYPROPYLENE BASE
TOTAL HEIGHT 1..6251NCHES
Other Technical Data available upon request.
Copyright 1985, AutotriA Corporation
Autntrod processes and equipment are protected by
patents issued and pending Ira the USA, and other
countries,
Au
5730 North Glen Park Road • Milwaukee, WI 53209 USA 414 22S•9100 Telex 26-953F
al
WWT 2--1 7-85

NO, 5044
60O_POUND BRASS/BRONZE BALL VALVES
2•piece body, blowout -proof stern, lever handle, screwed ends.
Sizes 21/4" & 3"
Working Prssau
Working pressure
Non -shock (psi}
Steam
2' "83„
Cold Water,
Off, Gas
Test Pressure (psi)
Note:
(1)Two piece screwed type brass boy in sizes '/." to
2" and bronze body in sizes 21/4" and 3".
(2) Memory stop is available on request. 5044 ball
valves with memory stop can be opened to the
same preset position each lime,
13) These valves conform to the requirements of
Federal Specification WW-V-35, Type 11. Class A
and Style 3,
22527 S. WILMINGTON AVENUE
Manufactured 8y
Materials
2 Body end piece
Stem
Seal
Lever handle
7 "O'• ring
tt Thrust be
9 Spring washer
10 ' Nut
11 washer
Conical spring
AST
Forged brass
V."-2"' Forged brass
21/4"&3" Cast bronze
V.-2 Forged brass, Hard
chromium plated
Federal Spec
Specifications
B283,C37700
8584 Alloy No. 844
tion Valves
8283•C37700
8584 Alloy No, B44
8283•C37700
21/2'8,3"Forged brass
Forged bras!sµ
Teflon
8124 Alloy No, 377
8124-C37703
Sleet, Zinc plated A36
Viton
Teflon
Steel wire
Zinc plated
' Steel, Zinc plat
2 K" 13" Steel
A227
A36
A276 Type 304
12
Pf
T
a
er
" ©upcwnt's trade name
L
d
CV
Factor
lbs
kgs
1.85
1.69
3.15
0.31
8
0.43
0,20
0.49
0.22
2,36 -2.60 v 31,15
1.97 2,05 2.24
304 3,94 ' 4,72
0.51 0,70 ` 0.90
r0,75
034
0.97
0.44
RED -WHITE VALVE CORP.
TValve Co., Ltd..
40
1.4
0.6
0
3,31
2.32m
5,12
1.00
1.94
` 0.66
A388
2 2'
3.704.25 5,58
V 2.56_ 2.91 4.04
5.12 5.91 7,09
1.26 1.57 ! 2.00
82 124 200
2,99
4.51
2.05
300
2
P.O. BOX 6223
CAFRSON, CALIFORNIA 90749
6l86
Printed in U.S.A.,

DAVCO COATING SYSTEM 2
AMERON COATING
PRIMER: NONE (SELF PRIMING)
TOPCOAT: AMERLOCK 400
TYPE: HIGH SOLIDS EPDXY COATING
SURFACE PREPARATION: COMMERCIAL BLAST
COATS: ONE (1)
DRY MILS: 6 PER COAT
VOLUME SOLIDS: 83%
POT LIFE: 2.5HRS•7©degrees
F
THINNER: AMERCOAT 65
FINISH: SEMIGLOSS
COLOR: GRAY
COMPONENTS: 2 (MIX 1 P RT RESIN TO 1
PART CURE)

II 4:7; PH's.
SCHEMATIC DWG. NO.9279mC—C-2 DATE 06-0-1999
TyPE OF ENO. 0,:.JJRE NEmA: 3R
SERVICE VOI 4. 240 PHASE3 WIRE 3
MAX. SERV1E1 AmPS 62.6 MAX. SERVICE KVA 26.0
RECOmmENDED ENTRANCE CONDUIT SIZE 1.25 RECOMMENDED ENT. wIRE SIZL 4
MAIN TERMINAL BLOCK SZ. 1/0 AWG
TRANSFORMER uER. SZ. 15 AMPS MAX. SEC. CAPABILtlY 25.0 AMPS
TRANSFORMER 'LOKVA PRI. 240 SEC. 120 VOtT
AUXILIARY 11 59. LOADS OTHER THAN MOTOR LOADS 12 AMPS
X***XXXXXXXXXXXX**XX**XXXXXXXXXXXXXXXXXXXXXXXX )00(XXXXXXXX XXKXXXXX-XX-X
MTR. FULL BKR.
NO. HP VOLT PHA E LOAD SIZE
STR. WIRE COND, 3600 1800 1200 900
SIZE SIZE SIZE KVAR KVAR KVAR KVAR
1 7.50 230 3 22.0 50 MCP 1 10 .5 1 2 2 4
2 7.50 230 3 22.0 50 MCP 1 10 .5 1 2 2
4
3 1.50 230 3 5.6 15 MCP 00 12. .5
4 0.90. 230 3 3.3 7 MCP 00 12 .J E
5 0.90 230 3 3.3 7 MEP 00 12' .5
MOTOR DESCRIPTION
1 BLOWER 41
BLOWER 02
3 SURGE. BLOWER
4 SURGE PUMP' 01
5 SURGE. PUMP 42
COMMENT:
SPECIAL. MODIFICATIONS:
ALL DAVCO CONTROL PANEL ENCLOSURES MEET THE STANDARDS OF THE NATIONAL
ELECTRICAL MANUFACTURES ASSOCIATION IN ALL RESPECTS, INCLUDING METAL
THICKNESS AND FABRICATION DETAILS. STANDARD ENCLOSURES ARE FABRICATED
OF BLACK STEEL WITH WELDED CORNER SEAMS, ALL SURFACES ARE THOROUGHLY
rlEANED, SAND BLASTED, PRIMED, EPDXY COATED.

a
specie l products
*Rafe r to
Bullet 2.0 for
Power Block
Ratings and Standards.
LINE
SIDE
and refrigeration, elevator systems, material
handling equipment, control panels, motor contra
switchgear and ony oreo where a reliable connector
is needed to harness power.
HARDWARE
Connector • one piece aluminum or copper
tin plated
se enerol purpose phenolic
Number of Circvtl
LOAD
SIDE
LOAD
SIDE
CATALOG NU
Warr Range
Openings
Rer Circuit
02414 AWG 1
AWG 1
1/046AWG (Cu) 1
2/0414 AWG 1
250 MCM I6 AWG 1
2'StTMCM•I6AWG (Cu) 1
350 MCM-/6 AWG 1
600 MCM44 AWG 1
350MCM44 AWG 2
112414 AWG
1/0-/14 AWG
1/0-I6AWG (Cu)
7/0414 AWG
250 MCM-I6 AWG
CM•46 AWG (Cu)
350 MCM46 AWG
600 MCM,44 AWG
350 MCM•/i AWG
No. of Circuits
2
ORDERIN
41
POWER BLOCKS
600 VOLTS* TWO AND THREE CIRCUITS
{ONE CIRCUIT AVAILABLE ON SPECIAL REQUEST)
GENERAL INFORMATION
APPLICATION ELECTRICAL RATING
Designed for use with heatingoir conditioning -- 600 volts"
Wire range M14 AWG MCM. alurrinorsit
BULLE"N 2.1
or copper wire depending on block selected
--- Double and triple circuits ore standard
--- Single circuits available on request
STANDARDS
U.L. Recognized File No, E62806
C.S.A, Certified File No. 19766
Wire Range
42414 AWG
1 0414 AWG
10-I6AWG (Cul
2 0.014 AWG
250 frACM-I6 AWG
2513 MCM•I6 AWG (Cu)
350 MCM-I6 AWG
603 MCM-I4 AWG
350 MCM-44 AWG
I2414 AWG
1 0-/14 AWG
ISO AWG (Cu)
2 '0-/14 AWG
250 MCM-I6 AWG
MCM-/6.AWG (Cu)
350 MCM./6 AWG
600 MCM-I4.AWG
35D MCM-I4 AWG
CODE
1xxx
MARATHON SPECIAL PRODUCTS ,.
DIVIStON OF MARATHON ELECTRIC
DOWLING GREEN, OHIO 43402
1
1
2
2
Cowles
Number
1422552
1422120
1422121
1422`572
1432123
1432124
1432126
1442557
4452129
i423552
142312
1423121
1123572
1453123
1433124
1433126
1443557
1453129
Hen•Detcrlpt
Numerical Sequence

August, 1980
Supersedes Application Data 29-160,
pages 21-22, dated September, 1976
Mailed to: E, D, C./1901, 1928/DB
Westinghouse Electric Corporation
Low Voltage Breaker Division
Beaver, Pennsylvania 15009
Standard Types HQP, QC, QPHW, QCHW,
QHPX, QHCX, and MARK 75e Types QHCW
and QHPW 10-125 Amperes, 1,2 and 3 poles,
120/240 and 240Volts Ac.
Application Data
29-160
Page 21
AB DE-10N®
Quicklag® Circuit
Breakers
2 Pole
Type HOP
Type QPH W
Type COHPX
2 Pole
Type QC
Type WNW
Type QHCX
MARK 75 Breaker Cases Are of Gray Molded Morena!
Continuous Ampere Ratings and
Interrupting Cape
Underwriters' La or ar irac, Listed
Types HOP,, QC
10,000 Amperes Asym, and Sym. I,C. fD
1-Pole, 120/240 Volts Ac: 10 to 70 Amps.
2-Poles, 120/240 Volts Ac: 10 to 125 Amps.
2-Poles, 240 Volts Ac: 15 to 50 Amps,
3-Poles, 240 Volts Ac: 15 to 100 Amps.
Types QPHW, QCHW
22,000 Amperes Sym„ 25,000 Amps
Asym, I,C.
1-Pole, 1201240 Volts Ac: 15 to 70 Amps,
2-Poles, 120/240 Volts Ac: 15 to 100 Amps.
2-Poles, 240 Volts Ac: 15 to 100 Amps
3-Pales, 240 Volts Ac: 15 to '100 Amps_
Types QHPX, QHCX
42,0,0 Amperes Sym
1-Pole 120/240 Volts Ac: '15-70 Amps.
2-Pole 120/240 Volts Ac: 15-100 Amps.
2-Pole 240 Volts Ac: 15-100 Amps.
3-Pole 240 Volts Ac: 15-100 Amps.
MARK 7'S Types QHCW, QHPW
65,000 Amperes Sym., 75,000 Amperes
Asym. I.C.
1-Pole, '1201240 Volts Ac: 15-30 Amps.
2-Poles, '1201240 Volts Ac: 15-30 Amps,
3-Poles, 240 Volts Ac: 15-20 Amps.
Application
These breakers are designed to protect small
branch circuits in residential, commercial„ or
industrial applications. Typical uses are in
loadcenters, lighting panelboards, and for
individual mounting. They are listed with
Underwriters' Laboratories Inc..
On all three-phase Delta, grounded B phase
applications, refer to Westinghouse.
Construction
Features of these breakers include arc
quenchers, quick -make, quick -break trip -free
mechanisms, silver alloy contacts, electrically
welded connections, and Molded case. The
MARK 75 breakers have these same standard
features, plus a higher grade molded case
(identified by light gray color) for higher inter-
rupting capacity.
Two and three -pole breakers are common trip
to insure simultaneous manual or automatic
opening of all poles, Ferrous parts are chemi-
cally plated to insure corrosion resistance,
Federal Specification W-C-375b
See tabulation on page'20.1,
Terminals
Types HOP, QHPX, OPHW and QHPW plug-in
breakers have a female, clamp -type line ter -
Pa
Type OPHW
Type QHPX
3 Pole
Type QC
Type QCHW
Type QHCX
1 Pole
Type C1HPW
1 Pole
Type QHCW
minal which clips onto a bus stab projection
of a panelboard or Ioadcenter. Load terminals
are pressure -type connectors,
Breaker types QC, QHCW, QHCX and QCHW
line and load terminals up to 20 amperes use
binding head screws, Line and load terminals
30 amperes and above use pressure -type re-
movable connectors.
Operation
The breaker is shown 1n the "off" position. In
tripping, the contacts part and the handle
moves to a mid -way position. Moving handle
to extreme "off" position resets the breaker
and it can be restored to service by moving
handle to "on" position. Quicklag Breakers
are IJIL listed for inverted mounting and re-
verse feed,
Thermal Magnetic Trip
These breakers are equipped with a thermal
magnetic trip, On temporary overloads, the
breaker will not trip. On sustained overloads
beyond safe limits for wire, the bi-metal will
deflect, causing the breaker to trip. Instan-
taneous tripping is provided by a magnetic
element under short circuit conditions, Trip
elements are non-adjustable and non -
interchangeable. Quicklag breakers are cali-
brated at 40°C as standard, Breakers applied
in ambients higher than 40'C should be Be-
rated.
a+.' Pa r,efb©ar de using these 10000 LC. brewers es Branch
Breakers in series with Type CAN as OP 22.,000 Amp 1.C.
Map) Breakers can be listed fear epp4,,catiun at 22_0 M am-
peres

Application Data
29-160
Page 22
Typical Exploded View (Type P Plug-in Break
1 Pole
Cover
telovong C
Operating Handle
Cave' Crt;tS Arc Exain
Switching Neutral Breakers
Types HONPL andHOCL MOW Amps, J.C.
Only
Switching neutral breaker is available in
2-pole, 15 end 20 ampere ratings. its applica-
tion is gasoline station dispensing pump cir•
cults. Meets the requirements of NEC (Article
514-5); "Each circuit leading to or through a
dispensing pump or island shall be provided
with a switch or other acceptable means' to
disconnect simultaneously from the source of
supply all conductors of the circuit including
the grounded neutral, if any"
Switching Duty
For switching duty requirements for 120Volts
Ac fluorescent light applications, use type
QPHW, HOP, QCHW, QC, QHPW, QHCW,
OHPX and OHCX, 15 and 20 amperes 1 pole
breakers only,
Breaker Mounting
Types HOP, QHP'X, QHPOItIR t PHWif Pfug-in):
The load end of the breaker is inserted under
Dimon
Type HOP
howni
3 Pole
c
Base
Armature Gas Vent
the mounting clamp of a pane/board and the
lute end is merely snapped into position over
the bus stab. ,.
Tyftes QC, QHCW, QHCX, QCHW (Bo ft-:
Tfte breaker is mounted in a panelboard by
inserting the load end under the mounting
clamp and bolting the line end to bus connec-
tions. For independent mounting, face
mounting plates are used for flush mounting
the breakers. Base mounting plates can be
used where the plates are mounted in a
panel, in this method the breaker base snaps
into line and load clips to hold it firm,
Circuit Breaker Removal
Before inspecting, installing or removing
from a circuit, the circuit breaker should be in
the "off" position, and if practicable, the cir-
cuit should be de -energized
Inspection and Maintenance
Good maintenance procedure calls for peri-
odic inspection of all electrical apparatus in-
cluding molded case circuit breakers. Termi-
e used for construc
Type QC
Cover
BI-Metat
Moving Contact
.Armature
nal lugs must be tight to prevent overheating.
Due to the inherent wipOg action built into
the moving contacts cf (f Westinghousecir-
cuit breakers, operating the breaker, several
times under load will remove any high re-
sistance film that may have formed.
Accessories and Modifications
Accessories and modifications available in-
clude: Fockdog, handle locks for use with pad-
lock, moisture and fungus treatment, and
handle ties for using two single -pole breakers
for 120/24,0 volt 2 wire operation, Handle ties
assure simultaneous switching,but allow
either breaker to re,gijtr independent trip
positions.
Further Inter ion
Prices: Price List 29-020 P WE A
Ordering Data: Tech Data 29-120 T WE A.
Dimensions: Dimension Sheet 29-170
Trip Curves: 29-161 A WE A
t 29.170 for detailed dirnensions.
-P©ic,s 3" wi;te

SERIES C® MOLDED CASE
CIRCUIT BREAKERS
Type HMCP Motor Circuit Protector F-Frame
Series C Motor Circuit Protectors (MCPsl
Complementing the Series C tine of molded case circuit breakers,
a new Vine of motor circuit protectors (instantaneous -only circuit
interrupters) has been developed in the 150A, 250A, and 400A
frame sizes
The primary purpose of an MCP is to provide short circuit protec-
tion as a part of a combination motor controller where other cir-
cuit protective functions are performed by other devices within
the controller.. MCPs are IA component recognized for this
application,
Instantaneous -only trip units are supplied in the MCPs, Each MCP
is uniquely engineered with the high inrush requirements of pres-
ent day energy efficient motors in mind while providing the ulti-
mate in levy -level short circuit protection for the motor.
Series C motor circuit protectors are designed to be interchange-
able with existing MCPs of the same continuous current rating®.
The same types of internally and externally mounted accessories
used; with the Series C molded case circuit breakers can also be
used with the Series C. MCPs, The F Frame MCP will replace exist-
ing MCP's to 150A as web as the FB/HFB magnetic only family of
circuit interrupters.
F-Frame Series C MCP Interrupting Capacity Ratings
Interrupting Capacity Ratings
MCP NUM ber
Type of
Poles
HMCP
ART NUMBERS
Starter
Site
agnet,c Trip
Range (Amperes),,,
Carotin-
uous
Amp.
Rating
lnterL07i0g C9pacty SyrrIfylOtrieW ,,rraper
Wales ac
240
100 000
4£1e 6017
65,000 25,000
Catalog Nom
•ers
With Standard With Optional
Aluminum Allny Non-Atuminum
Terminals erminals
0
0
17
2
2
3
3
4
4
9 - 30 3 HMCP1?0340 MCP003AOC
2 l - 70 7 14MCP007C CP007C0C
45 , 150 15 HMCP015E CP015E0C
40 , 60 25tV HMCP02500 HMCPO2SOOC
90 - 300 30 $11Y1CP030/11 J4MCPO3OH1C
Pt - 120 50161 HMCP050G2 MCPOSOO2C
150 - 500 50 HalICP050K CP050K2C
115,170 7016) PIMCP070J2 hiMCP070J2C
210, 700 70 HMCP070M2 HIMCP070M2C
150 - 240 10016 HMCP100L3 HMCP10013C
300 1000 100 HMCP100R3 4MCP1(X)R3C
450 - 1500 150 PIMCP150T4 1,014CP150T40
750 - 2500 150 II1MCP1501,J4 HMCP1501.14C
{Approx. Shtp. WI. 419 gni
, .. .. ,
Portsckk
250 0
10,0130
TERMINAL DATA
F-Frame Series C MCP Terminal Wire
Sizes®
MCP
Max Amp
Rating
50
100
150
MCP
Max, APY10
Rating
lee
15e
knahOns and travel distances on Series C MCPs differ somewhat from earlier MCP versions. This may
affect their use with existing handle rnechanisrns, Consult Westinghouse,
interroollng capaci[ty ratings are given for the Type HMCP devices atone. The devices provide short cackler prole -
Pon only, Overload protection must be provided by other devices in the circuit,
(1) DC ratings apply to substantially noninducttve loads.
(i.) Two pales of 3-pale MCP,
4) For dt applications, hip levels are approclrnately
40 percent nigher,
Standard Terminals:- Aluminum Body
Style No Wire Range
AWG Metric (rnrri'
6240 100G10
6248 100G21
6248100G t 7
*1444
*6-3.0
*44,0
2,5-16
16.70
25 95
Nonstandard Terrnrpars — St
Style No. Wire Range
AWG Metric mrn30
crd
Art
6246100002 tzt-,1,1)
6246100G ' *4,400
2,5-50
25,95

CLASS 14
to
14-EP
COST, ID
ACROSS THE LINE MAGNETIC STARTERS
SIZE CAT. No.
SIZE 0041/4
Class 14 across the Nine srarte•s art elecereimechenicaE devices which proved
starting and stopping AC ntorors. They are employed where furl volitive tied
to the driven machinery end where the full voltage s.tart»ng current of the moto.e
Class 14 starters incorporate one co, more overfeed relays either of reining Alloy o 1
motor oyerioad Protgce iron.
'When controlled by 4 momemists contact pilot device w,,+red ,n the rare troy r�asust cc
provide "underveltage protection "Undervoltage releasecbtaoned Pay a.se' of
devices. in the control circuit.
2} 4fld-
V 'V
1 1r 1 Tla 2
2 °5
71 7/2 10
10 10 15
1© 15 25
15 20 0
2a51 50..
30 40 75
4 1 50 1 0
50 75 150
75 100 200
15C1 00 400
DUAL VOLTAGE MAGNET
COIL CONNECTIONS
SIZE 4
and tale means of
be safely rooked
clionable.
PC ty strovide
COrltac
Coil
Characteristics
11 21311• 4hd eaYTa lttetafls Sea lad trele
V 230V R60V Ilw lletgss V,X. V.A, Vifasf
1 14-GCF 218 25 8.6
1 2 14-GCF 218 25 8-6
5 14-GCF 218 25 8,0
5 _14 rGCF 218 25 8.©
7 r' I t 14.GF F 6
5 10 15 14-GGF 218 r 25 8 6
715 14,Gr F © 26 14
FURA
4nGHF 10 26 14
4.G1 t 957 75
14-GKF 1,518 116
4-GKF
22
48
4-G:4F 50 s0 40
SINGLE PHASE
OVERLOAD
RELAY CONTACT
EEa.ECTRI
L2
oTCR
THRU 6
SIZE 41/2.5
Site
2/0
4/0
2
1.600 or
2-2 5OMCM
1-600 or
2.250MCM
2-600MCM
OVERLOAD
RELAT CONTAT
OVERLOAD RELAYS
'
", Ambient
- Compensated
bimetal wdth
Manse or
Automatic Reset
3 PHASE
2
0 TOR
COMPANY ■ BATAVIA, ILLINOIS

CLASS 14
MA NETIC STAPTERS
With Melting Alloy Overload
AdeHionai s required for each auxd
of auxiliary lnterto ks. Site 2 thru 3 /2
SIZE 4
and C4aa 40 Carnation
SIZE 00 thru 32
x. 2 each side), Additiorsal i requi
irtterltk cmn left for 3-wire control_
OPEN TYPE
14•LP
Page 3
Overload
pole (sire 00-l3i!i) mounted on right side in place
SIZE 41/ thru 6
00.1
107/a
Rnasitntutn
Wire Site
1.600 or
2m250MCM
2.600MCM
Outline Reference
054975
071730
054917
D54rt34
054134
054113 5
D54910
054920
Dimensions for reference, not for construction.
Eurnas Eiectrjc Company -- Batavia, Illinois

1/8 SECTIO
we° Volt
32 circuits per foot
lade in USA
IESCRWPTION
TU/IJLLAR SCREW
�+18 - #8 Wire 40 Amps
:capper tubular connector with tin plate
ik cel-plated steel 10-32 screw
rn AP
*16 - *141Wrire 20 Amps
Larger wire may be used with proper
termination
Jickel-plated brass 6-32 strew
IIMS MILIMU8111
22 - •#12 Wire 25 ors
Nickel -plated steel 6-32 screw
END SECTION
END SECTION
METAL CLAMP
JUNIPER
.MULTIPLE JUMPER
COVER
6' CHANNEL
3' CHANNEL
VINYL
KIN
STRIP
ti
Kant Kut
CATALOG NUMlIER
6H38-TS-F
Standard package 1t
6H38-TS-C
Standard package 100
6H38-TSKK-F
Standard package 100
6H38-TSKK-C
Standard package 100
6H38-5-F
Standard package 100
6H38-S-C
Standard package 100
6H38-SP-F
Standard package 100
6H38-SP-C
Standard package 1
6H38-E-F
Standard package 2
6H38-E-C
Standard package 25
MC
Standard package 25
J-38
Standard package 25
MJ-38
Standard package 25
C-38
Standard package 25
Far flat mount brook
For channel mount block
c
For flat mount block
For channel .mount t
For flat mount block
For channel mount t kxk
For flat mount block
For channel mount talock
-6 6 foci channel'
3
3 foot channel

FLAT MOUNT
CHANNEL MOUNT
SPECIFICATIONS
White Flame Retardant
Molding:
Flammability:
Water
Absorption:
Connector:
Nylon -type 6/6 white
Maximum Service Temperature:
1O5 C, (221 "F)
94V-0 per UL94
0,9% (per ASTM D-570)
(24 hrs. % wt. gain)
Tubular Screw (TS)
Copper tin plate, nickel -plated
steel 10-3,2 scr
Kant Kut(TSKk1
Copper tin plate pressure
nickel -plated steel 10-32 screw
Strap (5)
Brass in plate .
nickel -plated [tress 6-32 shrew
Sems Pressure (SP(
Brass tin plate corrector,
nickel -plated steel 6-32 screw
18 Dia.
*SPEC [FICA
Black Nylon
Molding:
Water
Absorption:
Connector:
A=.823+(.375xE)
B Min. = .375 + (.375 x E)
B Max. = .542 + (.375 x E)
E = No. of Circuits
ONS
Nylon unfilled 6/6 buck
Maximum Service Temperature:
105"C. (22 1"F)
94V 2 per UL94
1 5% (per ASTM C157C1(
(24 hrs, wt. gain(
Tubular Screw ITS)
Copper tin plate, nickel -plated
steel 10-32 screw
Kant Kut (TSKK(
Copper tin plate pressure pad,
nickel -plated steel 10-32 screw
Strap (5)
Copper tin plate connector,
nickel -plated brass 6-32 screw
Serra Pressure (SP(
Copper tin plate connector,
nickel -plated steel 6-32 screw
UL File No. E62806
C$A File No. LR 19766
`Consult factory for black nylon.
lb order black, wbstltuee ' fr "H,.
In catalog number.
MAI DN,
BME:IAL.. PPMDCOUCTI3
P4, Sox 468. Bowting Green. OH 4340Z • 14191 352-844
rurX 810-499-2988. TLX 241421

DAVCO
ALTERNATING RELAY
DESCRIPTION
THE MODEL 1303066 IS DESIGNED TO BE USED IN A DUPLEX CONTROL
PANEL FOR THE PURPOSE OF ALTERNATING TWO PUMPS OR COMPRESSORS.
THE OPERATING VOLTAGE IS 120 VOLTS AC OR DC. THE TERMINALS
ARE A STANDARD 8 PIN OCTAL PLUG.
OPERATION
A CONTROL SWITCH IS COMMON WITH ONE SIDE OF THE CONTROL
VOLTAGE. WHEN THE CONTROL SWITCH IS OPENED, THE RELAY WILL
CHANGE STATE THEREFORE ALTERNATING THE LOADS. THE NEON LIGHTS
INDICATE THE POSITION OF THE RELAY.
THE OPERATING TEMPERATURE IS 0° C TO 70° C. AND THE CONTACT
RATING I5 10 AMPS 8 120V AC RESISTIVE.
FEATURES
SOLID STATE CONSTRUCTION
POWER DISSIPATION LESS THAN .6 WATT
REPLACES MECHANICAL RELAYS
LIMITED 12 MONTH WARRANTY
STANDARD 8 PIN OCTAL PLUG
ALTERNATOR DISCONNECT SWITCH
AC
SWITCH SUPPLY
10 AMPS @ 120 VAC
RESISTIVE

Ai1 F
PARAGON
SETTIN
I. TO OMIT ANY DAY OR DAYS OF WEEK:
Locate day to be omitted on small dial.
Raise set screws for the day to be omitted
by turning, CLOCKWISE until fz ;tit, but do not
force.A special screwdriver for this adjustment
is located inside the timer case.
2. TO CANCEL OMISSION OF ANY DAY OR DAYS
OF WEEK.
Turn set screw COUNTER -CLOCKWISE for
the dam or days desired until set screw is flush
with the small dial.
3. TO SET SMALL 7 DAY DIAL TO CORRECT
DAY OF THE WEEK
Grasp large 24 hour dial and turn in either
direction until the correct day of the week
appears below "Day Set" red dot and 12
noon on large 24 hour dial is helow red pointer.
X-334-8
OPERATING AND SETTING
INSTRUCTIONS
1015-RS SERIES
ALL MODELS
Instructions for setting -Timor Model 1015-OORSB C=3422
SPEC. No. 0a401400 PRINTED 12,1-75
IS, To omit any day of days d the week, locate day so he omitted on small Owl. Raise tel
Km... lox the day to be omitted by iurnlnp CLOCKWISSE until tight, but do not force, A
specint scre.drSuer for this adjustment a 'located ,aside d thr timer cast,
PI. To towel amits«an of any day or days, torn cot screw COVt411E1.CLOCKWIS{ for the
day a' doy' deti'ed aunttl sF oct. 4 ouch Yid'"t*h small dial and fight.
2. To set small 7 doy dtd 'ocorrect day of the week wasp large 24 hour dial and turn on
wdhet direction unite the ewrtaot day 44 the Yank appears below "Doy Set" red dot and 12
noon no large 24 hoof diet It below red pointer.
3- To set the catr et time of day, veep large 24 Iran WAY ord turn In eithwr direction until
the correct time appears below, mid pointer.
4.. To *et program, each 15 minute interval has a tab. Tirol push all robs dawn, Pull up lab
or labs et hYyh as possibte'actosett,tuit number one, ts1" Curie number fwa wiYl auto.
mentally open whin cirri's number any thaw'.
3. Mier u goat 1411'u0e, meal to aorr,nI time of day and day o1 track.
1.OA 124Vaci 5A 20&240Vac 125A Pilot Duty
120-24OVac„ Timing Motor 120V 600Hz
itkitrifmr
STRUCTIONS
For Operation On 240V 60Hz
Nags Is the U.S.A. 1y
PARAGON, ELECTRIC COMP
4(16 P'rkwoy nova. Ina Fern, wry
swwdw rtor .14..rernm,sPo.
Printed In U.S.A.
4. TO SET THE CORRECT TIME OF DAY.
Grasp large 24 hour dial and turn in either
direction until the correct time appears helow
red pointer..
5. TO SET PROGRAM:
Each 15 minute interval has a tall). First push
all tabs down. Pull up tab or tabs as high as
possible to close circuit number one. NOTE:
Circuit number two opens automatically when
circuit number one closes.
6. AFTER A POWER FAILURE:
Reset to correct time of day and day of week.

RH SERIES •
MIDGET POWER/GENERAL PURPOSE
MIDGET POWER TYPE RELAYS
LARGE CAPACITY 1OAMP-1,2,3, and 4 POLES
!DEC'S yellow RH relays are similar to our general
purpose RR -Series In they have a full 10 amp switching
capacity, Compact in size the RH-Series relays allows the
designer to save space in small control equipment.
These "Midget Power" relays come with SPOT,
°POT, 3PDT and 4POT contact configurations driven by
standard AC or DC coils with a choice of either blade or
PCB mount-0_078 in, 12mmr terminals. Top bracket
mounting is available for SPOT and DPOT terminal
blade models.
MIL UL R
F1le N
ESlisl
E64248
UL Racogniaad and CSA Cartiftad
(SPOT, DPOT, SPOT and 4POT)
• M1intttture size package allows compact system
designing.
• 10 amp contact capacity.
• Dielectric strength --up to 2,000 volts.,
• UL recognition and CSA approved,
• Indicator tight or check button available on 2 and
4-pole models.
• Complete accessories include IDEC'S broad family of
sockets, hold-down springs, and mounting tracks.

MIDGET POWER
TYPE LIST
GENERA'
RH SERIES
PURPOSE
nal Style
c
n
cJy
Typ
del
V2
(PCS 0.11713 undo)
SPOT
T
RH2"B U
3PDT
iPbT
SPOT
H2B•t RH2B C
UT
UT
AH4B-U
RH1 / J
OPDT
V2-U
RH4B I RH4B,C
3PQT
4POT
V2-U
F1H4V2-U
V2 t., F H2V C
RH1V2
RH4V2•C
SPECIFICATIONS
" Contact Material
Contact Resistance
Operate Ti
Release T
Power Corm rrtptinn
(Approx.)
Insulation Res(
Dielectric Strength
Fre
n
ht (Approx.)
Expectancy
diver cadmium oxide (Ag-CdO)
50 mSt max. (nnittat value)
SPDT(RH1)76-0bT(RH2) . , . ©rnsec max.. 3PDT(PtH3).4PDT(RH4) 25 rn ec
H'1), C DT(RH2) , .. 20 rns+ec rnax , 3PDT((tH3i, 4 ' DT(RH4) ... msec
gPDT(RH1) . AC 1.1 VA (50 Hz). 1 VA (60 Hz)" DC 0 8W
DPDT(RH2) - AC: 1.4 VA (50 Hz), 1.2 VA (60 Hz), DC 0 9W
3PDT(RH3) . AC: 2,VA (50 Hz), 1.7 VA (60 Hz). DC: 1.5W
4P©T(RH4) . AC: 2,5 VA (50 Hz), 2 VA (60 Hz), DC 1,5W
100 MCI min. (measured al 500V ©C megger)
SPDt(AH1) .
Between live and non -live parts- 2000V AC, 1 men
Between contact circuit and operating coil. 2000V AC, 1 min
Between contacts of the same pole. 1000V ACT 1 min
DPDT(RH2), 3PDT(RH3), 4PDT('RH4)
Between live and non -live parts. 2000V AC, 1 min
Between contact circuit and operating coil 2000V AC. 1 min
Between contact circuits 1500V AC, 1 min.
Between contacts of the same pole: 1000V AC, 1 men
ihour
Contact 65 de
H1), DP©1(RH2) . 20g, 3PE T(Rti:
-22'° t© 151 E °C to +70°C)
•RH1. 24g, RH$': 7 , `1H3 RH4: 34g
Electrical: 500,000 operations or more (110V AC, 'tfaA
Mechanical- 50,000,000 operations or more
4P(YT
Note" 200.O00 oprratoons or more 1110V AC. 10A) in SPOT)R1-111 3PDT)R1.13) and 4PDT(RH41 types
ELECTRICAL LIFE (RH2)
ax
H4) 1 fag

TOGGLE SWITCHES
A.C. OR D.C.
RLING WITCH
THE BIGGEST SINGLE NAME IN SWITCHES
SINGLE POLE and TWO CIRCUIT
RTANT--ADD carrecl SUFFIX NUMBER to CATALOG NUMBER to receive lyp• TOGGLE and STEM wanted.
2FA Series
ATALOG NUMBERS
OM NA RATINGS
AC. 6 Amp --- 125 TY
A.C. 3 Amo — 2501+.
Ai V.A.C. h H,P.---115--7',
SCREW
TERMINALS
2FA53 '"2FA54
6FAS7 STAST
6FA53 6FA54
2F0S3 2F054
2FC53 2FC54
6FB53 6F054
6FC53 6FC54
6FC57 6FC58
A.G.
SOLDER SCREW
LUGS TERMINALS
ELECTRICAL CIRCUIT CHARACTERISTICS
(NOTE — Keyway Indicates "Down" Position)
UP CENTER
POSITION POSITION
SINGLE POLE — SINGLET
2FA63 2FA.64 On None
6FA67 6fA66 0n None Momentari
6FA63 6FA64 Ott None Mamemlarl
SINGLE POLE --001181E THROW
2f863 212164 On None On
2FC63 2FC64 On Off On
6F063 6F864 On Nine Momentarily On
6FC63 6FC64 Momentarily 0n Oft Momentarily. On
6FC67 6FC66 On ON Momentarily On
DOUBLE POLE and TWO CIRCUIT
IMPORTANT ADD correct SUFFIX NUMBER to CATALOG NUMBER to receive type TOGGLE and STEM wonted
"d— RATING IS AMP -; 125 V. A C iii t MiP
H.P.t15-• 250V_!
15/32 0$A CT72 X.038 1 256 2Tt5 IRo?
-32 T PI KEYWAY r SOLItER SPADE SPAR€ SPADE.
TERM, TEAM 1ERM.
2GK Series
WORE
LEADS
CATALOS *UMBER SUFFIX
FOR TOGGLE & STEM LENGTHS
BAT TOGGLE (Maintained Contacts)
TOGGLE
LENGTH
4}s"
IlE n
Y11 '
11�iE .x
11VIR P
1 yi6 x,
t ,x
STEM
LENGTH
WTh'H
NEOPRENE
SEAL"
oo
—73
—A3
B3 RR
GF4R T'Gt0Tr1 TOG
—43
OPERATION AND
CULT CHAwRACPEERI'STliCS
Pns�llal
P (CENT
0
T

t}, anchor scientific ice
Box 378, Long Lake, MN 55356 612-473-7115
10t0411043t
Type S - Suspended
Form 2700-A
TYPE S
- • '• ' ,A4Itk tgkk.,
,•7,c4,„•40i,•WA VAMM6''"tikNON,,,,
444;r4VSAWI.T, IthiV"•1,
(14.3 ON * OtikL
'ONCA 4111, 4;Z
t400 MI AO
a 31,S1
The ROTO-FLOAT is a direct acting oat switch. Each ROTO-FLOAT contains a
single pole mercury switch which actuates when the longitudinal axis of the float is
horizontal, and deactuates when the liquid level falls 1" below the actuation elevation.
The float is a chemical resistant polypropylene casing with a firmly bonded electrical
cable protruding. One end of the cable is permanently connected to the enclosed
mercury switch and theentireassembly is encapsulated to form a completely water tight
and impact resistant unit. Type S — Suspended has built in weight.
ROTO-FLOATS can be mounted on a support pipe (type P) or suspended from above
(type S). Advantages of the ROTO-FLOATare low cost , simplicity and reliability,
Listed
• Pilot Duty
• Industrial Control Equipment
CABLE
P.V.C. type STO #18 conductors (41 strand)
rated 600 volts • Various lengths available
• See table of models • Non-standard
lengths also available on special order.
Switch
Arrangement
Normatly
pen
Cabte
Length
Suspended
Type S Model No
Ship.
20
30
40
S2ONO
S3ONO
S4ONO
4 1,'2#
51(4#
Norrnalty
Ctosed
20
30
40
S2ONG 4#
S30NC 4 1 =24
S4ONG 51,4#
Effective-82

GENERAL DESCRIPTION
THE ROTE:I-FLOAT IS A DIRECT ACTING FLOAT SWITCH, EACH ROTO-FLOAT CONTAINS A SINGLE POLE MERCURY SINITCH WHICH ACTUATES WHEN THE
LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL, AND DEACTUATES WHEN THE LIQUID FALLS 1" BELOW TFIE ACTUATION ELEVATION,
THE FLOAT IS A CHEMICAL RESIS:TANT POLPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL CABLE PROTRUDING, ONE END OF THE CABLE IS
PERMANENTLY CONNECTED TO THE GLASS ENCLOSED MERCURY SWETCH ANO 'THE ENTIRE ASSEMBLY IS ENCAPSULATED TO FORM A COMPLETELY WATER
TIGHT AND IMPACT RESISTANT UNIT,
ROTEL- FLOATS CAN BE MOUNTED ON A SUPPORT PIPE, ITYPE PE OR SUSPENDED FROM ABOVE, (TYPE ST ADVANTAGES OE THE ROTO- FLOAT ARE LOW COST,
SIMPLICITY AND RELIABILITY, VARIOUS CIRCUIT CONFIGURATIONS, OTHER THAN THE ONES LISTED BELOW„ ARE AVAILABLE.
SPECIFICATIONS:
MODELS:
APPLICATIONIT
PVC TYPE STLI, 2- 18 AWG 41 STRAND BOOV, 510C
CONDUCTORS 20', 30'. 40' LENGTHS STANDARD,
OTHER LENGTHS AVAILABLE,
UL & CSA LISTED.
TEMP LIMIT 50°C
POLYPROPYLENE CASING CONTAINS
HERMETICALLY SEALED MERCURY SWITCH.
USE: N.O. FOR PUMP OUT
NC. FOR PUMP IN
SWITCH
ARRANGEMENT
CABLE
LENGTH
NORMALLY
OPEN
NORMA L L
CLOSED
20
30
40
20
30
40
• LIL LISTED, IND. CONT. EQ.
PILOT DUTY
4.5 AMPS 120 VAC
2.25 AMPS 240 VAC
• FLOAT COLOR
140 , BLACK
30 REO
• MOUNTING ARRANGEMENT
TYPE P PIPE MOLIN TED MODEL INCLUDES
POLYPROPYLENE CLAMP
TYPE S-SLISPENDE.0 MODEL WITH STABILIZING
WEIGHT.
SUSPENDED TYPE S
MODEL NO,
SHIP T.
S'20NO
530140
340140
320140
S3ONC
140140
4.*
5
4»'
5
PIPE MOUNTED TYPE P
MODEL NO. SHIp WT
RHINO
33014)
P4ONO
2.
2
320140
P3ONC
P4ONC
2-
2
FOR USE IN CONTROLLING PUMPS DR OTHER MACHINES AND MEASURING ALARM LEVELS IN WATER„ SEWAGE ANC MANY OTHER LIOWDS. ROTO-FLOATs
MAY BE USED F OR PUMP IN OR PUMP OUT CONTROL, TOR LOW LEVEL CUTOUT, OR FOR LCOAIAND HIGH LEVEL ALARMS
PUMP IN
54-5
COMMON
.44`0P
445
44144•1'
LEAD / NC
44555,
VAN,'
SvANOSY
TYPICAL 2 PUMP CIRCUITS
• „, ,NE VOL:T*4E
PUMP OUT
54.4ni 4.42
' f• ' t ' 4L.i.'.0 1
4T*„.4504 „.4 r--*
. .
. „
-* 'LT CONTACT
V; 4, LEAD POO
••m0400 NTAVT EN
*4.0•4 CONTACT
PZT,T". 544M4.95- U*
:4„---* MOTOR 614,141VN.
*MC vOLTA4*
14554N 1
54).!
ALARM
55*- LOTT
4.10-
1 , ,,Q , *144
VUGH ALARM
4TANT
STAA1
AD I .0
C NA ON
STOP
IMPORTANT NOTE: Use IR accordance with
local electrical code and authority having
jurisdlction. Do not use Rotcr-Eloats
gasoEne, 'volatiles 04 other c,l)mbuOples,
;• 44,
CT CONTACT
TO LEAD PLTMP
f*DnIP RTEN
• PILOT CONTA,44
P2,2 42 STANCIVT PUMP
* *ITO* STAArtg
SUBMITTAL
APPROVAL
MAHE
DATE
ROTO-FLOAT
STAR*
4A4
Lan
srAna
TYPICAL MOUNT I NG
TYPE S
SEE ACCESSORY
SHEET' FOR'
HARDWARE
Lirrrt*
Arvi•OlINS
NVLII Pt r
*LIMY*
anchor scientific inc.
Box 378, Long Lake, MN 55356
612/4734115
OAT t
SPECIFICATION DATA SUBMITTAL
AND INSTRUCTION SHEET
DWG, NO,
74 4

LOVER
'RAP II
MIND OD
'.4.4R. TIRE CIL OCR
ROWER IN
LH1S£ PLOVER
TIME acx
MAR SE R VICE AMPS _Elk_
MAX. SERVICE KVA
1-43
STOPS LEA D PUMP
PLOT Sc
- IS 1/12,1
LEGEND
MOTOR SI AR TER
aL rIVCRLDAD
TP TERMINAL *LOCK
WIRING INSIDE PANEL
VINING MIT SUE 7 DAVCO
VINING MOT I DAVCO
VIRE mAIDGEN
VIRE COL. ORS,
ALL VIRES LAROCAI TRAM c2 — BLOCR
ALL, OTHER VINES RED
ETROMONT INDUSTRIAL PARK
THOMAS, CAMP}3ELL, PRIDGEON, INC.
DAVCO
P.a Box 1419
Thornosvihe Get 31792
[phone]
EAT1ENT PLANT
EC TRICAL SCHEMATIC
Jsc

Engineering
Submittal
Data
SERIAL NUMBER
MEETING THE GROWING DEMAND FOR CLEAN WATER
P.O. Box 1419/Thomasville, Georgia 31792

08 NAME
DAVCO ENGINEERING DATA
ENGINEER
7'10
JOB NUMBER
d"92 Ze)
STATION
7-121
EL NUMBER
_5c, PC
CONTRACTOR
Tel) Tv104-17-
EPRESENTATIVE
CHK.:
FINAL CHK.:/!
Date Sumitta1 Prepared
DATE: ;5/ t-Igor,e
DATE:
We propose to furnish equipment as herein described for the above named job.
Thisengineering data is submitted is gem_rally complying with the intent
of the plans and specifications- for this project. However, in the interest
of standardization of components and fabrication methods, there are
necessarily some exceptions taken. The customer should carefully examine
the data. submitted herein, reviewing especially for correct dimensions
and locations of connections with piping and wiring furnished under other
sections of the contract.
Davco proposes to furnish only that equipment described in this brochure
and provide such only under terms of the sales agreement. Davco assumes
no responsibility for equipment not expressly mentioned. Approval of
this submittal data constitutes acceptance, becomes binding upon both
parties to the agreement, and constitutes a "notice to proceed with
manufacture".
APPROVED.SUBJECTTOCORRECTIONSASNOTED:
DATE:
ENGEWIRS:
BY:
Note:
Davco will accept no backcharges incurred by any party, for any reason,
which have not been specifically authorized in writing byan officer.
of the company with a cost approved prior to the work being done.
NOTICE:This equipment is designed to operate on „-'7 phase, 4;:e) hertz,
".c> volt, E3 wire electric service. Please indicate if this is
correct.
Approved by
Date
DAK
8/21/79

A. Design Parameters
1. Average Daily Flow
Design Q=
Peak Flow=
DAVCO
TE GRAVITY FILTER
DESIGN DATA
MODEL -r . -e
GPt1.
GPM.
gallons.
2. Average Dosing Rate (based on average daily flow) = 2 GPM/ft
3. Average Backwash Rate = 15 GPMJft.2 or GPM.
Standard Equipment
1. Dosing Tank
2. Backwash Tank -
3. Pc++.erc+.�n
Tank -
gallon useable capacity.
__,gallon useable capacity.
gallon useable capacity.
4. Dosing Pump: Model 5 fE,S As manufactured by _g j!,'?. __with
HP / 7?__..RPh13a val t213 phase' © Hz motor
impeller.
5. Backwash Pump: Model _......n4E4,513As manufactured by i' `
wi th Zn 5 1P P'PE� �� volt d Hz motor
_/.25� Phase ..__..
7
impel ler.
Backwash Hoidinel Pump: Model
HP
impeller.
As manufactured by
volt
pha
ors: Mercury Float ;witch 'd.
Davco TE
7motor

Op
{
onal Items
Air Scour System
Blower
Phase 60 Hz.
Handrai l i ngs
Access Ladder
Deck Screens
0) d& L-E
X) LOL �1ETE
v
LFM1/ft. or
Series, Model
with HP
C F M 3,5 PSI.
as manufactured by
Voltage
RPM
enclosure motor..
T r " C. 1.4 LOz rkA�^►.roQ.
° �� ► -tr"

Heavy Duty
Submersible Wastewater Pumps
3" Discharge Medium Head
Pump Specifications
Size: 3" Discharge, 2" Suction Opening
Impeller: 2 Vane, Cast Iron with Pressure
Vanes on Back Side
Seal: Mechanical Type in Oil -Filled Chamber
with Secondary Exlusion Seal, Ceramic
and Carbon Faces
Pump Body: Cast Iron
Motor Housing: Cast Iron
Hardware: 300 Series Stainless Steel
Suitable For: 160° F Liquids
Power Cord: 15' of 14/3 SJO Cable on Models
3SE53, 54, 75 and 101, 15' of 14/4 SO Cable
on Models 3SE55, 56, 73, 74, 103 and 104.
Standard Equipment: Ail Models Equipped
with Legs
Optional Equipment: Additional Pump Cable,
Carbide Seal Faces, Thermal Sensors and
Sensor Cable Available
Pe body BaRnes
,0•1111•1111.
SECTION
PAGE
ISSUED
arSUPERSEDES.
ofri
Models
35E53
3SE54
3SE55
3SE56
3SE73
35E74
3SE75
3SE101
3SE103
3SE104
Size
3" Discharge
2" Spherical
Solids Handling
NOTE: Pump can operate
dry for extended periods
without damage to motor
and/or seals.
Motor Specifications
Model 3SE53 - .9 HP, 115 Volt, Single Phase
Model 35E54 - .9 HP, 230 Volt, Single Phase
,Model 3SE55 - .9 HP, 200-230 Volt, Three Phase
Model 3SE56 .9 HP, 460 Volt, Three Phase
Model 3SE73 - 1.4 HP, 200-230 Volt, Three Phase
Model 3SE74 - 1.4 HP, 460 Volt, Three Phase
Model 3SE75 - 1.4 HP, 230 Volt, Single Phase
Model 3SE101 - 1.8 HP, 230 Volt, Single Phase
Model 3SE103 - 1.8 HP, 200-230 Volt, Three Phase
Model 35E104 - 1,8 HP, 460 Volt, Three Phase
Single Phase: PSC (Permanent Split
Capacitor), completely Oil -Filled and
Overload Protection in Motor - 1625 RPM
Three Phase: Completely Oil -Filled, Overload
Protection provided in Magnetic Starter
1750 RPM
Shaft: 5/8" Diameter 416 Stainless Steel
Thrust Bearing: Ball
Radial Bearing: Sleeve -Permanent Lubrication
4A
3
9/85
1/85

SECTION 4A
PAGE
'UPERSEDU,
Models
3SE53
3SE54
3SE55411komilli
3SE56
3SE73
3SE74
3SE75
3SE101
3SE103
3SE104
2
Peabody Ba R nes
6:74: Nncrt,. Ot-tr, .149'02
Pr'One 419 '322 15'1

TOTAL NEA
12
L.S. GALLONS
PER MINUTE
LITERS
PER MINUTE
SECTION . ,
PAGE
ISSUED
SUPER SEl:3ES
-eabody BaRnes
Performance Curve
Submersible Wastewater Pumps
Models: 3SE55
Motor: 1,1 HP, 200 230,460 volt,
Three Phase, 1750 RPM
Impeller Dia.: Various
Peabody Barnes Inc.
a No,h Main Street. Mar:st 1 y.. 44902
e 419/522- ;11

Heavy Duty
Submersible Wastewater Pumps
3Discharge Mediu Head
Pump Speci
cations
Size: 3" Discharge, 2'/2" Suction Opening
Impeller: 2 Vane, Cast Iron with Pressure
Vanes on Back Side
Seal: Mechanical Type in Oil -Filled Chamber
with Secondary Exclusion Seal, Ceramic
and Carbon Faces
Pump Body: Cast Iron
Motor Housing: Cast Iron
Hardware: 300 Series Stainless Steel
Suitable For: 1600F liquids
Power Cord: 25' of 10/3 SO Cable on Models
3SE151 and 3SE201. 25' of 10/4 SO Cable
on Models 3SE153, 154, 203 and 204.
Standard Equipment: All Models Equipped
with Legs
Optional Equipment: Additional Pump Cable,
Carbide Seal Faces, Thermal Sensors and
Sensor Cable Available
Peabody BaRnes
SECTION
LtAGE
�SSwJE
SUPE Rsr
Models
35E151
3SE153
35E154
35E2©1
3SE2©3
35E204
Size
3f" Discharge
2-1/2 Spherical
Solids Handling
NOTE: Pump can operate
dry for extended periods
without damage to motor
and/or seals.
Motor Specifications
Model 3SE151 - 2.8 HP, 230 Volt, Single Phase
Model 35E153 2.8 HP, 200-230 Volt, Three
iseOP Phase
Model 3SE154 - 2.8 HP, 460 Volt, Three Phase
Model 3SE201 - 3.7 HP, 230 Volt, Single Phase
Model 3SE203 - 3.7 HP, 200-230 Volt, Three
Phase
Model 3SE204 - 3.7 HP, 460 Volt, Three Phase
Single Phase: PSC (Permanent Split
Capacitor) completely Oil -Filled and Over
load Protection in Motor — 1625 RPM
Three Phase: Completely Oil Filled, Overload
Protection Required in Control Box
1750 RPM
S.haft:416 Stainless Steel
Thrust Bearing: Ball
Radial Bearing: Sleeve -Permanent Lubrication

•
SECTION
4A
PAGE
ISSUED
SUPERSEDES
Models
12
3SE151
3SE153
3SE154
3SE201
3SE203
3SE204
2.50
DIA.
Models: 3SE151, 201
2.50
DIA. ... 12.96
Models: 3S 1 3, 154, 203, 204
1 Peabody BaRnes
E5¢ North Min Sdmel. Mansfield Ohio 4-1902
Phone' 419!522-1511

TOTAL HEAD
MTRSI ET
15
9
10
U.S. GALLONS
PER MINUTE
LITERS
PER MINUTE
50
189
100
378
150
568
Performance Curve
Submersible Wastewater Pumps
Models: 3SE153
Motor: 2.8 HP. 200.230,460 volt
Three Phase, 1750 RPM
Impeller Dia.: Various
Peabody rues Inc.
200
757
CONDITI
O. P. M.
". O III,
250
946
300
1135
C)
m

Flexcap Diffuser
The First Diffuser Engineered For Extended Life
Without Plugging, Without Blow -Off,
Without Maintenance. We Guarantee It!

Design Breakthrough Makes
ailable The Most Reliable
Coarse Bubble Diffuser Ever Built
At Autotrol, we first started using a coarse bubble air diffuser in our
own air driven RBCs in the late '70s ... over 200 installations includ-
ing more than 50,000 diffusers. After two to three years, some oper-
ators were experiencing plugging and blow -off problems.
After Replacing Thousands Of Air Diffusers
Made By der Companies ... It Was Time Fo
Autotrol To Engineer A Better Diffuser
When we had to replace the diaphragm diffusers on 178 RBCs with 50
diffusers under each, we felt that there had to be a better way to solv
the problems we faced ... plugging, brittleness, periodic mainte-
nance and eventual blow -off. During the months of research and pro-
totype production, we hit on a breakthrough that led to the Flexcap
Diffuser. The only truly extended life diffuser available today.
And It Works!
It works twice as long as any other
diaphragm, diffuser available today. It
will not plug. It will not blow -off. It
even resists brittleness. And it's vir-
tually maintenance free.
This may seem hard to believe after all
the promises and claims you have
heard about diffusers. But we have so
much confidence in the Flexcap
iffuser that we guarantee it.
8o PSI And It Didn't Blow
Sudden bursts of extreme air pres-
sure, debris or brittleness over time
cause ordinary diffusers to blow their
caps. The Flexcap Diffuser won't blow
its cap, not even when the pressure
reaches 80 PSI or more. Debris can't
plug it and even calcium carbonate
build up is eliminated. (Test results
are available so you can see for
yourself.)
If brittleness does set in, this cap is
designed to hug the base even tighter.
No other diffuser can make these
claims. We know. We've used and
tested them all.
Check Valve Action
Keeps Debris Out Of System
The smooth top on the base keeps debris from clinging and settling.
This feature along with the greater flexibility of the cap provides a
tight leak proof seating surface. When the air supply stops, the larger
diameter of the base and cap allows added pressure from the liquid
above to close the cap more securely to the base. This combined
check valve action minimizes the chance of any debris or water
entering the diffuser.

F
1
1
1
1
On The Outside
It Works Like A Diffuser
The Flexcap Diffuser can replace any
diaphragm diffuser you are using. It
meets all the requirements for aera-
tion in municipal, commercial, resi-
dential and recreational property
package wastewater treatment sys-
tems. And it works effectively in exist-
ing or new installations.
The Flexcap Diffuser uses a uniquely
engineered cap and base that is de-
ceptively simple in appearance, but it
has been designed to work where
other diffusers have failed.
Bottom distribution ring design with air holes spaced on outside of the base
form a uniform bubble distribution over the entire diameter of diffuser
providing excellent oxygen transfer. It works whether the installation is flat
or at art angle as severe as 15 degrees.
A. Air holes on underside of diffuser combine
with self wiping action to keep diffuser
frorn plugging.
D. Pockets reinforce locking lips to prevent
walk off.,
C. Wiping action motion of pockets actually
agitate back and forth during operation to
wipe" away debris and prevent plugging,
D. Cap placement on base allows movement
— cap can't be forced off even during
extreme contraction.
E. Uniform thread design makes replacement
easy in existing or new installation.
F. Cap material specially formulated to retain
flexibility longer
G. :Multiple fingers are extra long and
.uniform to accept direct stress. This holds
cap on even under extreme pressure,
shifting and vibration.
H. Smooth top keeps debris from clinging
and settling on base, Provides clean, even
seating surface when air is shut off.
On The Inside
No Other Diffuser Can
Match It
On the outside the Flexcap looks like
every other diaphragm diffuser. But
Inside, is what makes the difference.
Take a closer look, it's enough to
change your mind about diaphragm
diffusers.
What It Doesn't Do Is
What Every Operator Wants
No Plugging
• Underside orifice design prevents
debris from settling inside the
diffuser.
• Controlled velocity through air holes
provides a positive flushing action.
• Dissimilar materials forming the
orifice cause a flexing at the air holes
that "wipes" the surface free
of debris.
No Blow -Off
• Multiple fingers provide a blow -proof
locking action by transferring stress
to the outer tips. This action forces
the cap tightly onto the diffuser.
• Pockets used to reinforce cap also
reinforce locking lip to minimize
movement and prevent cap from
walking off disc plate.
Minimizes Effect of Brittleness
• Unglue cap and base design actually
Jocks the cap tighter onto the base if
brittleness does occur.
▪ Even before it hits the water, the cap
is more flexible than other diffusers
through the use of lower durometer
cap material.
No Maintenance
Because the Flexcap Diffuser doesn't
plug, won't blow -off and isn't as sus-
ceptible to failure due to brittleness, it
is virtually maintenance free. No other
diffuser can match this performance.
It took us years to solve our diffuser
problems. You can solve yours with
a phone call. Check the facts on
the back cover; then call for a
demonstration.

Figure ft Out For Yourself .. .
The Flexcap TM Diffuser
Can Save You Laborr
Tine and Money
Head Loss C
8
O • 7
5
4 4
cI • 3
O
2
Dimensions And S
apy r
)totem
patents
cola nt
ra pro
.S.A. ata¢
2 3 4 5 6 7 8 9 10 11 12 13 14 15 1
AIR FLOW IN SCFM (68'F & 29.92` MERCURY)
ons
SPECIFICATIONS
BUNA-N CAP
POLYPROPYLENE BASE
TOTAL HEIGHT 1.625 INCHES
Other Technical Data available upon request.
Auto of
WWT 2.1 7-•85
5730 North talePa
d Milwaukee, WI 53"209 U.S.A. • 414:226 9100 Telex 26-9538

DAVCO COATING SYSTEM 2
AMERON COATING
PRIMER: NONE (SELF PRIMING)
TOPCOAT: AMERLOCK 400
TYPE: HIGH SOLIDS EPDXY COATING
SURFACE PREPARATION : COMMERCIAL BLAST
COATS: ONE (1)
DRY MILS: 6 PER COAT
VOLUME SOLIDS: 83%
POT LIFE: 2.5 IIRS • 70 degrees F
THINNER: AMERCOAT 85
FINISI+ SEMIGLOSS
COLOR: GRAY
COMPONENTS: 2 (MIX 1 PART" RESIN TO 1
PART CURE)

iiiicuoCieniTM
Wastewater disinfection system
Designed
for low flow
applications

Practical disinfection
Autotrol, the leader in wastewater treatment technology, introduces the microChem
disinfection system, microChem was specifically designed to meet the unique
requirements of low flow wastewater applications.
Features include:
Optimum chlorine dosage
• Small concentrated tablet that dissolves
in about twenty minutes
• Programmable timers used to feed tablets at
a controlled rate, eliminating over chlorination
• Adjustable to meet diurnal flow patterns,
even at very small plants
Jam proof
• Hopper configuration and feed mechanism
designed to reliably handle a large storage
capacity
• Self reversing motor in dispenser mechanism
prevents misfeed of tablets
• Tablets can not swell and jam feed pipe
because there is no contact between tablets
and water until the tablets are dropped
Easy handling
• No pumps or mixers required
• Tablets come in reseatable
35 lb containers
• Light weight corrosion
resistant construction
throughout
Safe
• No liquid spills
• No gas leaks
• No broken tablets
• Minimum tablet handling
The microChem disinfection system allows the low flow wastewater treatment plant
operator to positively control chlorine residual, The unit can be programmed to drop
tablets at varing rates by the hour and day of the week, Control of chlorine residual means
less chemical required and therefore lower chemical costs. The jam proof design and
extended fill interval make this the most reliable and easiest to maintain system available.
Electrical rating:
Tablet feed rate:
Tablet capacity, Ib:
Dimensions, inches:
Shipping weight, lb:
sped ications
110 or 220 Volts
0 2 to 3,3 lloiday
40
21,5 X 10.75 X 10,75
16

The m i roChemTMsystem
Light weight Complete p Y
corrosion resistant sealed
construction
Stainless steel
latches with
optional lock
Self reversing
motor to prevent
jamming
Free fall thru attached
tube assures no contact.
with water until tablet
is dispensed
Large capacity
hopper
Sight glass for
monitoring tablet
supply
Small tablet size insures
rapid solution of chemicals

Feed rate data
10,0
9.0
8,0
7.0
6.0
2 5.0
a.
4.0
3.0
CC 2.0
U
Z
10
.9
.8
0 7
w 6
.5
Li
0
U ,3
J
2
10 20 30 40 50 60 80 100 200 300
AVERAGE DAILY FLOW, GPD X 1,000
Feed rate
setting
Fill interval
days
7
14
21
28
EXAMPLE:
2.0 ppm total chlorine demand
100,000 gpd average flow "E"
is initial feed rate setting.
500 700 1000
Fill interval chart
B
35
A
42
9
49
8
56
7
63
70
5
77
4
84
91
2
98
105
112
A BUSINESS UNIT OF
Aualral
A_
5730 North Gien Park Road • l il+ ra akee, Wise°ruin 53209 • 414/228_9100

SCHEMATIC DWG. NO.9280TF-C-2
TYPE OF ENCLOSURE NEMA: 3R
SERVICE VOLT. 240 PHASE 3 WIRE 3
DATE 05-31--1989
MAX. SERVICE AMPS 31.6 MAX. SERVICE KVA 13.1.
RECOMMENDED ENTRANCE CONDUIT SIZE 1 RECOMMENDED ENT. WIRE SIZE 8
MAIN TERMINAL BLOCK SZ. 1/0 AWG
TRANSFORMER BKR. SZ. 15 AMPS MAX, SEC. CAPABILITY 25.0 AMPS
TRANSFORMER 3.0KVA PRI. 240 SEC. 120 VOLT
AUXILIARY 115V. LOADS OTHER THAN MOTOR LOADS 13 AMPS
*000(X)000000( XXX*XXX*X #)X 0000 00(* EXXXXXXXXXXXXX**XXXXXXXXXXXXX XXX
MTR. FULL BKR. STR. WIRE COND. 3600 1800 1200 900
NO. HP VOLT PHASE LOAD SIZE SIZE SIZE SIZE KVAR KVAR KVAR KVAR
1 2.80 230 3 9.0 15 MCP 0 12 .5 1 1 1
2 2.80 230 3 9..0 15 MCP 0 1? .5 1 1 1
3 0.90 230 3 3.3 7 MCP 00 12 .5
4 0.90 230 3 3.3 7 MCP 00 12 .5
MOTOR DESCRIPTION
1 BACKWASH PUMP #1
2 BACKWASH PUMP 42
3 DOSING PUMP 01.
4 DOSING PUMP' 02
COMMENTS:
SPECIAL MODIFICATIONS:
ALL DAVCO CONTROL PANEL ENCLOSURES MEET THE STANDARDS OF THE NATIONAL
ELECTRICAL_ MANUFACTURES ASSOCIATION IN ALL RESPECTS, INCLUDING METAL
THICKNESS AND FABRICATION DETAILS. STANDARD ENCLOSURES ARE FABRICATED
OF BLACK STEEL WITH WELDED CORNER SEAMS. ALL SURFACES ARE THOROUGHLY
CLEANED, SAND BLASTED, PRIMED, EPDXY COATED.

special products
POWER BLOCKS
*Refer to
Bulletin 2.€1 for
Power Block
Ratings and Standards.
600 VOETS,TWO AND THREE CIRCUITS
(ONE CIRCUIT AVAILABLE ON SPECIAL REQUEST)
LINE
BULLE''N 2 ,1
GENERAL INFORMATION
APPLICATION
Designedfor use with heating, air conditioning
and refrigeratten, elevator systems, material
handling equipment, control panels. motor control,
switchgeor and any area where a reliable connector
is needed to harness power
HARDWARE
Connector • one piece aluminum or copper
tin plated
Base general purpose phenolic
LOAD
SIDE
LOAD
SIDE
ELECTRICAL RATING
600 volts*
Wire range M14 AWG -- 600 MOO. aluimunurr
or copper wire depending on block selected
Double ond triple circuits ore stondord
Single cucuits ovo1oLle en reque52
STANDARDS
U.L Recognized file No, E62806
C.S.A. Certified File No. 19766
CATALOG NUMBER AND SPECIFICATIONS
I2. l4 AWG
I/0-I14 AWG
1/0-I6AWG (Cu)
2/0414 AWG
250 MCM96 AWG
?50 MCM-16 AWG (Cu) 1
350 MCM-S6 AWG ; I
600 MCM41 AWG 1
350 MCM-14 AWG 2
I2-I14 AWG
1/0.114 AWG
1 /046 AWG ICu)
2/0.114 AWG
250 MCM46 AWG
MCM46 AWG (Cu)
350 MCM46 AWG ,
600 MCM.II AWG
350 MCM44 AWG
No. of Circuits
2
MARATHON SPECIAL PRODUCTS
DIVISION OF MARATHON ELECTRIC
SOWLING GREEN, OHIO 43402
onye
12.114 AWG
1 0414 AWG
I,0.16AWG (Cu)
2<'0.114 AWG
250 MCM46 AWG
250 MCM-I6 AWG (Cu)
350 MCM-I6 AWG
600 MCM44 AWG
350 MCM-14 AWG
/2-014 AWG
1 0-111 AWG
i/046AWG (Cu)
2`0114AWG
250 MCM46 AWG
50MCM-I6AWG (Cu)
350 MCM I6 AWG
600 MCM44 AWG
350 MCM44 AWG
CODE
xxx
1
1
1
2
1
2
Non•DsscrIpt
Numerlcol Sequence
Number
142255?
1422120
1422121
1422572
1432123
1432124
1432126
14,12557
1452129
2
142312©
1423121
1423572
1433123
I433121
1433126
1443557
1453129

August, 1980
Supersedes Application Data 29-160,
pages 21-22, dated September, 1976
Mailed to: E, D, C/1901, 1928/DB
Westinghouse Electric Corporation
Low Voltage Breaker Division
Beaver, Pennsylvania 15009
Standard Types HQP, QC, QPHW, QCHW,
QHPX, QHCX, and MARK 75A' Types QHCW
and QHPW 10-125 Amperes, 1,2 and 3 poles,
120'240 and 240 Volts Ac.
2 Pole
Type HQP
Typo OPHW
Type QHPX
2 Pole
TQC
Type QCHW
Type OHCX
Note: PARK 75 Breaker Cases Are of Gray Molded Ma
Continuous Ampere Ratings and
Interrupting Capacity
Underwriters' Laborator
Types HOP, QC
10,000 Amperes Asym, and Sym, LC.0
1-Pole, 120/240 Volts Ac: 10 to 70 Amps.
2-Poles, 120/240 Volts Ac: 10 to 125 Amps,
2-Poles, 240 Volts Ac: 15 to 50 Amps.
3 Poles, 240 Volts Ac, 15 to 100 Amps..
Types CiPHW, QCHW
22,000 Amperes Sym„ 25,000 Amps
Asym, LC.
1-Pole, 120/240 Volts Ac: 15 to 70 Amps.
2-Poles, 120/240 Volts Ac: 15 to 100 Amps,
2-Poles, 240 Volts Ac: 15 to 100 Amps,
3-Poles, 240 Volts Ac: 15 to 100 Amps,
Types QHPX, QHCX
42,000 Amperes Sym
1 -Pole 120/240 Volts Ac: 15-70 Amps.
2-Pole 120/240 Volts Ac: 15-100Amps.
2-Pole 240 Volts Ac: 15-100 Amps,
3-Pole 240 Volts Ac: 15-100 Amps,
MARK 75 Types QHCW, QHPW
65,000 Amperes Sym., 75,000 Amperes
Asym, LC,
1-Pole, 120/240 Volts Ac: 15-30 Amps,
2-Poles, 1201240 Volts Ac: 15-30 Amps.
3•Poles„ 240 Volts Ac: 15-20 Amps.
Application
These breakers are designed to protect small
branch circuits in residential, commercial, or
industrial applications. Typical uses are on
loadcenters, lighting panelboerds, and for
individual mounting. They are listed with
Underwriters' Laboratories Inc,
On all three-phase Delta, grounded B phase
applications, refer to Westinghouse.
Construction
Features of these breakers include arc
quenchers, quick -make, quick break trip•free
mechanisms, silver alloy contacts, eiectrically
welded connections, and Molded case. The
MARK 75 breakers have these same standard
features, plus a higher grade molded case
(identified by light gray color) for higher inter-
rupting capacity,
Two and three -pole breakers are common trip
to insure simultaneous manual or automatic
opening of all poles, Ferrous parts are chemi-
cally plated to insure corrosion resistance,
Federal Specification. W'C-375b
See tabulation on page 20. 1.
Terminals
Types HQP, QHPX, QPHW and QHPW plug-in
breakers have a female, clamp -type line ter -
Application Data
29-160
Page 21
AB DE-11ON®
Quicklag Circuit
Breakers
ole
Type QC
Type QCHW
Type QHCX
1 Pole
Type QHPW
1Pde
Type QHCW
mina) which clips onto a bus stab projection
of a panelboard or loadcenter. Load terminals
are pressure -type connectors,
Breaker types QC, QHCW, OHCX and QCHW
line and load terminals up to 20 amperes use
binding head screws. Line and load terminals
30 amperes and above use pressure -type re-
movable connectors.
Operation
The breaker is shown in the "off" position. In
tripping, the contacts part and the handle
moves to a mid -way position, Moving handle
to extreme "off" position resets the breaker
and it can be restored to service by moving
handle to "on" position.. Quicklag Breakers
are U/L fisted for inverted mounting and re-
verse feed.
Downsai Magnetic Trip
These breakers are equipped with a thermal
magnetic trip, On temporary overloads, the
breaker will not trip. On sustained overloads
beyond safe limits for wire, the bi-metal will
deflect, causing the breaker to trip, Instan
taneous tripping is provided by a magnetic
element under short circuit conditions. Trip
elements are non-adjustable and non -
interchangeable, Quicklag breakers are cali-
brated at 40'C as standard. Breakers applied
in ambients higher than 40°C should be de -
rated,
+,3 Panelboards using these 10,000 LC. breakers as aranth
Breakers in series with Type CAH or 0P fl,00> Amp. Y,C.
Memo Breakers can be listed for application a1 22,000 am-
peres.

Application Data
29-160
Page 22
Typical Exploded View (Type P PI in Breake
1 Pole
C GeV
h
nl
3 Pole
Moving Contact
Operating Handle
Arc Pxhnquish
Switching Neutral Breakers
Types HONPL and HOCL MOOD Amps, f C.
Only
Switching neutral breaker is available in
2-pole, 15 and 20 ampere ratings, Its applica-
tion is gasoline station dispensing pump cir-
cuits, Meets the requirements of NEC (Article
514-51; "Each circuit leading to or through a
dispensing pump or island shall be provided
with a switch or other acceptable means to
disconnect simultaneously from the source of
supply all conductors of the circuit including
the grounded neutral, if any",
Switching Duty
For switching duty requirements for 120 Volts
Ac fluorescent light applications, use type
QPHW, HOP, QCHW, OC, OHPW, QHCW,
QHPX and QHCX, 15 and 20 amperes 1 pole
breakers only,
Breaker Mounting
Types HOP, QHPX, OHPW, QPHW (Plug-in):
The load end of the breaker is inserted under
Base
A! €khngaisher
Arrnatr,re Gas Vent
the mounting clamp of a pane&ooard aced the
line end is merely snapped er tr,,,lges ition aver
the bus stab,a.t=
Types QC, QHCW, QHCX, C1CH W (Bolt -on):
The breaker is mounted On a panelboard by
inserting the load end under the mounting
clamp and bolting the line end to bus connec-
tions. For independent mounting, face
mounting plates are used for flush mounting.
the breakers. Base mounting plates can be
used where the plates are mounted in a
panel, in this method the breaker base snaps
into line and load clips to hold it firm
CircuitBreaker Removal
Before inspecting, installing or removing
from a circuit, the circuit breaker should be in
the "off" position, and if practicable, the cir-
cuit should be de -energized.
Inspection and Mainteniples
Good maintenance proceduregrells for peri-
odic inspection of all electricahapparatus in-
cluding molded case circuit breakers. Termi-
Dimensions, Inches Nor to be cased for construction purposes See Or'rrrensron beef 29- f7
Type HQP
2-po a Weeke, wide, 3-pole 3`. wade
Type QC
Cover
Moving Contact
nal lugs must be tight to prevent overheating.
Due to the inherent wiping action built into
the moving contacts of all Westinghouse cir-
cuit breakers, operating the breaker several
times under load will remove any high re-
sistance film that may have formed.
Accessories and Modifications
Accessories and modifications available in-
clude: lockdog, handle locks for use with pad-
lock, moisture and fungus treatment, and
handle ties for using two single -pole breakers
for 1201240 volt 2 wire operation, Handle ties
assure simultaneous switching, but allow
either breaker to resister independent trip
positions.
Further Information
Prices' Price List 29-020 P WE A
Ordering Data: Tech Data 29.120 T WE A
Dimensions: Dimension Sheet 29-170
Trip Curves: 29-161 AWE A
rrsions.

SERIES Co MOLDED CASE
CIRCUIT BREAKERS
Type HMCP Motor Circuit Protector F-Frame
Series C Motor Circuit Protectors (MCP's)
Complementing the Series C line of molded case circuit breakers,
a new line of motor circuit protectors (instantaneous -only circuit
interrupters) has been developed in the 150A, 250A, and 400A
frame sizes.
The primary purpose of an MCP is to provide short circuit protec-
tion as a part of a combination motor controller where other cir-
cuit protective functions are performed by other devices within
the controller, MCPs are UL component recognized for this
application.
Instantaneous -only trip units are supplied in the MCPs, Each MCP
is uniquely engineered with the high inrush requirements of pres-
ent day energy efficient motors in mind while providing the ulti-
mate in low-level short circuit protection for the motor.
Series C motor circuit protectors are designed to be interchange-
. able with existing MCPs of the same continuous current rating'Li'i,
The same types of internally and externally mounted accessories
used with the Series C molded case circuit breakers can also be
used with the Series C MCPs, The F Frame MCP will replace exist-
ing MCPs to 150A as well as the FB/HFB magnetic only family of
circuit interrupters
Fframe Series C MCP Interrupting Capacity Ratings?
L.D.489 Interrupting Capacity Ratings
MCP
Type
HMCP
Number
Of
Neer,
PART NUMBERS
Starier
Size
0
2
! 2
3
4
4
Magnetic Trip
Flange tAmperes),4.
- 150
40 60
90 300
80 - 120
750 500
- 170
21D 700
- 240
- 1000
450 - 1500
750- 2500
Interruptir.9 Capacity (Symmetrical Am.perTsl
L, Volts ac I5W50 Hzj
240
Contin-
u0u6
Amp,
Rating
2541
30
l 00,000
55,000
Catalog Numbers
With Standard
Aluminum Alloy
Terminals
4MCP003A
HMCPQO7C
IIMCP015E
HMCP025D0
HMCP0301.11
f M C PO 50 G 2
HMCPOSOK2
HMCPO7OJ2
MCP0201442
HMCP100t3
MCP/00R3
With Optional
Non -Aluminum
Terrninals
1MCP025017C
HMCPD30141C
HMCP050D2C
HMCPOSOK2C
HMCP070J2C
HMCP07DM2C
l,-IMCP1001.3C
i1MCP100F13C
MCP'160T4 k1MCP158T4C
MCP150U4 HMCP1501.14C
'Approx.. Ship. WI. 491 Fbel
Voes dC
250 r
10001)
TERMINAL DATA
F-Frame Series C MCP Temtinal Wire
Sizes®
MCP Standard Terrnmats Aluminum So
Max., Amp,
Rating
MCP
Max Am
Rating
type No
624
6248100021
6240 100G 12
ire ange
Nonstandard Terrnmals - Steel Body
Style No,
'ire Range
Metric.
10(1
150
Handle locations and travel ['hyalites on Series C MCPs ditto, somewhat from earlier MCP versions. This. may
afiect their use with existing handle mechanisms., Consult Westeighouse.
tl.) Interrupting capacity ratings are given for the Type HMCP devices alone,. The devices provide short circuit protec
tion only. Overload protector) must be provided by other devices in the circuit.
Di DC ratings apply In substantially noninductive loads,
D., Two poles of 3-oole MCP.
,® For de apolleatmns, the vevels are approximately
40 percent higher.
6240
67481C
14-1 0
*4-40
25)
25,95

CLASS 14
PRODUCT DATA
ACROSS THE LINE MAGNETIC STARTERS
CUST. ID SIZE CAT. No.
SIZE 0013/4
SIZE 243?h
Class 14 across the lane shale'. are •Iectro-mechani.cel deyrcea whoch orovxde a con,enr
ararrang and atoppanq AC rnoaors. They ere employed where full ,r011.111e slar1,.ng ror Q,ee
to the driven machinery and whey• the full voltage itartrni current a` the n+©Ipr s noa
Clear 14 aterters rncorporele one or more overt©ad relay{ either of melting alloy Of to,metal type to prow*de
motor overload prorectton
When controlled by a momentary contact pilot devrce waved in the conrrpl circ,0 correctly, claaa Ia.. ylarIera
provide '"undervotta©e proreclaon," 1'Undervoltage re'leaae ' cbraanee7 by vse of ma,nra,ned car"nt art p,lor
devices in the control c.rcvir.
71/7
1 / 10 ` 10
2 10 15
2 tJ25 ... 20 ..
3 2 3©
1/52 30 40..
4 40 50
4 T!2 50 75
25 3
30_ 5
50 71/2
75
100
150
71/2
10
15
460.
550v
3
5
10
15
5 75 100
150 20
200
4
DUAL VOLTAGE MAGNET
COIL CONNECTIONS
Low Valte©e
High Vollege
Replace.
Mont
Parts
Aultetin
Coil
Characteristics
f
Inrush S..I.d Sealed
V.A. V.A. With
14•GCF 218 25 8.6
14-GCF 218 25 8.6
14-GCF 218 i _ 2'5
14-GCF 218
14•GFF 218
14-GGF '2 8
14-GH F r 310
14-GHF
14-GJP
14-GKF
14-GKF
OVERLOAD
RELAY C©1. TAC T
FURNAS E
4-GMF 350
SINGLE PHASE
25 8.6
25 86
116 48
116 48
60 40
8
6
SIZE 41/34
8
6
1 I 1
2/0 2/0
t 4/0
250 MCM
1.µ600 or..
2.250MCM
1-600 or
2-250MCM
2-6001 C
OVERLOAD RELAYS
=="1 Maltinep Alloy
Standard lnp
Manual Rosin
'173 Nan•Cornpenrar•d
Sim•tal with
Manual or
Automatic Rite
3 PHASE
CTRIC COMPANY ■ BATAVIA, ILLINOIS

CLASS 14
GNETIC STARTERS
Alloy Overload
With Mehl
w
3 t/x (j)
@Additiional Ns required for each euxilla
of auxiliary interlocks, Size 2 thru 31/z
•nd Chia 40 Conttc$O►e
SIZE 00 thru 31/
al Overload
14•IP
Page 3
erlock (max, 2 each side). Additional 314 required for power pole (size 004134) mounted on right aide in place
n auxiliary interlock on left for 9•wire control,
SIZE 4
OPEN TYPE
SIZE 4% thru 6
41
4 121/4 7 7/8
2
134 7 7/a 171/a
41
71
1 3/4 77/a
6 t/2
0
141/2
/2
4'3/4
221/2 14i f2 10 201/4 53
4134
2 1' 4925 1"l54
250 MCM C1711730
S3 1 or D54917 ©54915
2-250MCM
70 2.600MCM 1 D54919 D5492-6
*Mounting .screw size.
O
uctiOn,
Furnas Electric Company — Batavia, Illinois

MACHINETOOL AND CONTROL TRANSFORMERS
Li on
TERMINAL TYPE MACHINE TOOL TRANSFORMER
These transformers are designed for motor control applications where special regulation is
required to meet high inrush current requirements of relays and solenoids, A variety of terminal
type is offered. All terminals are located in accordance with the wiring diagrams of the name.
plate. These units are designed to meet and exceed performance standards of NEMA, JIC, ASA,
and NMBTA.
HIGH INRUSH MACHINE TOOL TRANSFORMERS-
Terminal Type
240/480 to 120 Volts 50/60 Hertz
CAT.
KVA NUMBER
.025" 636.2401
050 636.2411
075 636-2421
100 636 2431
.10 636.244
2101 636.2451
250 i 636-2461
300 ' 636-2471
350' 636.2481
A B
1.4 2 1/2
2.3 3
3,2 3 1/2
5 3 3/4
7.5 4 4
9.1 . 4 3/8
0.4 ! 4 3/4
'2.3 5 114
.500 636-2491 15,4 5 1/4
.750 636-2501 23,5 6 7/8
636-2511 23.5 6 7/8
1. i.636-2521 n'. '32.0 ' 6 1/2
2. 636.2531 37.4 7
636.2541 53.0 9
636.2551 72.0
636-2561 85.5
2 1/2
2 1/16
6
'16
5/16
'4
4 5/8 5
E F
2
2 7/8
3 1/4
3/4
6 116'i 5 3/4
6 '13/16 5 3/4
2 7 51/4
1/2 5 3/4
/8 7 3'8
4
/4 2/16x 11/16
AXIMUM INRUSH
VA@ 20% PF
X 85
X 200
X 1 375
X 540
X 980
X . -26Q_
2000
`` • 7—
2500
y„ ''—_ 3200
YM 4250__.
Y 9100
12,0©0._.
8,000
8 3 '4
r4
7 3'4
#4 5
4 6
2
2
7
40,000
d,O
78,000
JEFFERSON' ELECTRIC
a divisaonn of talon Industries
840 25th Avenue, Bellwood, Illinois 60104
[phone] 800-323.3293

3/8" SECTIO
Vott
32 circuits per toot
lade in USA
II(CRI T)ON
TUEULAR SCREW
#18-#8Wre 40Amps
opper tubular connector with tin plate
lk cel-plated steel 10-32 screw
'CANT PINT CONNECTOR
22-#10Wire 30Amps
:upper tubular connector with tin plate
and floating Kant Kut pad
Nickel -plated steel 10-32 screw'
STRAP'
#I6 - #14 Wire 20 Amps
Larger wire may be used with proper
termination
bakel-p ted brass 6-32 screw
EMS PRESSURE
22 -#12 Wire 25 Amps
Nidetnplated steel 6-32 screw
END SECTION
END SECTION
METAL CLAMP
JUMPER
-MULTIPLE JUMPER
COVER
6' CHANNEL
3' CHANNEL
VINYL MARKING STRIP
4
holder
ing rod,
1/2'" x 2' vutlite vinyl
CATALOG NUMBER
6H38-TS-F
Standard package 100
6H38-TS-C
Standard package 100
6H38-TSKK-F
Standard package 100
6H38-TSKK-C
Standard package 100
6H38-S-F
Standard package 100
6H38- S-C
Standard package
6H38-SP-F
Standard package 100
6H38-SP-C
Standard package 100
6H38-E-F
Standard package 25
6H38-E-C
Standard pack
MC
Standard p
J-38
Standard package 25
MJ-38
Standard package 25
C-38
Standard package 25
For flat mount block
Far channel mount block
For flat mount block
For flat mount block
Fof channel mount t
For flat mount block
Far channel mour`t bkXk
For flat mount black
6 _ 6 foot channel
-3 .3 foot channel

FLAT MOUNT
SPECIFICATIONS
White Flame Retardant
Molding;
Fiammability1,
Water
Absorption:
Connectors
Nylon -type 6l6 white
Maximum Service Temperature.
105°C, (221 °F)
94V © per UL94
O.9% (per ASTM D- 7t )
(24 hrs. % wt. gain)
Tubular Screw (TS)
Copper tin plate, nickel -plated
steel 10-32 screw
Kant Kut ITSKK1
Copper tin plate pressure pad,
nickel -plated steel 1O 32 screw
Strap (5)
Brass ton plate connector,,,.
nickel -plated brass 6-32 screw
Sems Pressure IST'1
Brass tin plate connector,
nickel -plated steel 6-32 screw
A = .823 + (.375 x E)
B Min. = .375 + (.375 x E)
B Max. = .542 + (.375 x E)
E = No. of Circuits
*SPECIFICATIONS
Black Nylon
Moldings
Fialtsenabilitys
Water
Absorptions
Connectors
Nylon unfilled 6/6 black
Maximum Service Temperature,
105°C, (221°F)
94V-2 per UL94
1,5% (per ASTM D5'70)
(24 hrs. wt. gain)
Tubular Screw ITS)
Copper tin plate, nickel -plated
steel t0-32 screw
Kant Kut (TSKK)
Copper tin plate pressure pad,
nickel -plated steel 10-32 screw
Strap (S(
Copper tin plate connector,
nickel -plated brass 6-32 screw
Sena Pressure(SP)
Copper tin plate connector,
nickel -plated steel 6-32 screw
UL File No. E62806
CSA File No. LR 19766
k
INAR/�FION
SPECIAL.PVicomuc-rais
P.C. Box 468 • Bowftng Green. OH 43402 +(419) 352-044'
7WX E1O-499-2988 • fl X 24t021

DA V CO
ALTERNATING RELAY
DESCRIPTION
THE MODEL 1303066 IS DESIGNED TO BE USED IN A DUPLEX CONTROL
PANEL FOR THE PURPOSE OF ALTERNATING TWO PUMPS OR COMPRESSORS.
THE OPERATING VOLTAGE IS 120 VOLTS AC OR DC. THE TERMINALS
ARE A STANDARD 8 PIN OCTAL PLUG,
OPERATION
A CONTROL SWITCH IS COMMON WITH ONE SIDE OF THE CONTROL
VOLTAGE. WHEN THE CONTROL SWITCH IS OPENED, THE RELAY WILL
CHANGE STATE THEREFORE ALTERNATING THE LOADS. THE NEON LIGHTS
INDICATE THE POSITION OF THE RELAY.
THE OPERATING TEMPERATURE IS 0° C TO 70° C. AND THE CONTACT
RATING IS 10 AMPS @ 120V AC RESISTIVE,
FEATURES
SOLID STATE CONSTRUCTION
POWER DISSIPATION LESS THAN .6 WATT
REPLACES MECHANICAL RELAYS
LIMITED 12 MONTH WARRANTY
STANDARD 8 PIN OCTAL PLUG
ALTERNATOR DISCONNECT SWITCH
AC
SWITCH SUPPLY
10 AMPS@1'20 VAC
RESISTIVE

DAVCO SOLID STATE FILTER CONTROL
BATTERY HOLDER FOR
TIME CLOCK BATTERY
SET
HOURS
MINU TES
MANUAL
MANUAL BACIKWASH CELL 2
HOLD OFF-10
OAT CELL 1
AIR SCOUR -S
AT CELL 2 ....g
AIR SCOUR
LOW FLOAT-7
BACKWASH
C'
SPECiF CATCNS
T
TIME
S
T
AL
S
2 AMP OUTFIT DRIVE FUSE
14 AMP LOGIC FUSE
ZE
7'WBY1111
OPERATING TEMP.
0TO60C
POWER:
120VAC 5 WATT 50 OR 60 Z.
INPUT
4- HIGH FLOATS- 10K INPUT RESISTANCE
1- LOW FLOAT - 100 OHM INPUT RESISTANCE
1- HOLD -OFF- 10K INPUT RESISTANCE
18VDC MAX. 1040C TYPICAL
OUTPUTS:
6- 120VAC 2AMP MAX AU. TOGETHER
2- Ali SCOUR
2- BACKWASH
2- BACKWASH CYCLE
1- 10VDC .SAMPS MAX.
FLOAT POWER
1- HOLD -OFF 10V 1MA. MAX
SAME TERM. AS HOLD -OFF INPUT
AIR SCOUR 'TIMER:
1/2 SEC. TO 5 MIN. IN 20 SEC. INCREMENTS
BACKWASH TIMER:
1,/2 SEC. TO 10 MIN. IN 40 SEC. INCREMENTS
BATTERY:
1.5V ALKALINE BA 1 IERY
KEEPS TIME OF DAY AND BACKWASH TIME
SETTING ACCURATE WITH OR WITHOUT
INPUT POWER FOR UP TO 2 TEARS.
INDICATORS:
RED LED S TO MIDICATE EACH OUTPUT AND
BACKWASH CYCLE
WEN LED TO INMATE POWER
PUSHBUTTONS:
EASY TIME SETTING 'WITH MINS. as HOURS,
PUSHBUTTONS FOR SETTING TIME OF DAY AND
BACKWASH START TIME
CONFORMAL COATED FOR PROTECTION
FROM MOISTURE
DAVCO PART /1I>0sa86

AdVI 1=1:1
PARAGON
OPERATING AND SETTING
INSTRUCTIONS
1015-RS SERIES
ALL MODELS
Instruction* for setting. Timeir Model 1015-0ORS0 C-3422
SIMEC. NCti. D-901-00 PAINTED 12-1.7S
1A. To omit any day a, days a1 the root., Iocota day to Ea ominad on small dial, Raise set
mow, lot rile dray to be omitted by turning CLOCKWISE until light but do nol force, A
spoaleg scrao4 to 1t la. this adiustmona Is located inside .al the timer case.
1S, Ta cancel aaolislaa d any day or days, turn set scrawr coutoss-cipcswat lar *4
day or days desired uni1I set serer is flush wish'ds• small dial and light.
2. To sot small 7 day dwl to cort4c1 day al tha nook, grasp largo 24 hour dint and born in
e'idtor direction until lha wet>tU. Joy al Iba reek appears below "Day Su" red dot and 12
noon an large 24 ho., dial Is be0ew rod painter,
1. To sot the correct smss d day: grasp large 24 hour d+ol and turn m either dir section until
the correct tr`mo atsPeass beta., rod pointer,
4.. To sot program ends IS minute iniar vat Moto tab. First push ail' lops darn, Poll up tote
of lobs as hug$ w possible IoclwecircuiI number ono. NOTE: Circuit nu n.bor two will Data
molkoll'y opan wizen circuit number one cloves,
. Allot a powar Failure, re1e1 to cer,ecl lime ol day and day of west.
Swit♦clT Rattlrg
10A 120Vac, 5A 208-240Voc 125A Pilot Duty
120-240Voc, Timing Motor 120V 60Hz
SETTING INSTRUCTIONS
1. TO OMIT ANY DAY OR DAYS OF WEEK:
Locate day to be omitted on small dial.
Raise set screws for the day to be omitted
by turning CLOCKWISE until tight, but do not
force, A special screwdriver for this adjustment
is located inside the timer case.
2. TO CANCEL OMISSION OF ANY DAY OR DAYS
OF WEEK.
Turn set screw COUNTER -CLOCKWISE for
the day or days desired until set screw is flush
with the small dial.
3. TO SET SMALL 7 DAY DIAL TO CORRECT
DAY OF THE WEEK:
Grasp 'large 2,4 hour dial and turn in either
direction until the correct day of the week
appears below "Day Set" red dot and 12
noon on large 24 hour dial is below red pointer.
X-334-8
Resistor For Operation On 240V 60Hz
Mils ill t» It.S.A. by Pnnted in U.S.A.
PARAGON ELECT IC COMMLNY, INC.
gp8 Parswey Blvd, Two Pivers, W*sc artyrn 54741
aasurY +u nar r,rw„erwwc
Ioodl laud 2
4. TO SET THE CORRECT TIME OF DAY:.
Grasp large 24 hour dial and turn in either
direction until the correct time appears below
red pointer.
5. TO SET PROGRAM:
Each 15 minute interval has a tab. First push
all tabs down. Pull up tab or tabs as high as
possible to close circuit number one. NOTE:
Circuit number two opens automatically when
circuit number one closes.
6. AFTER A POWER FAILURE:
Reset to correct time of day and da r of week.

TOGGLE SWITCHES
A.C. OR D.C.
CARLINGSWITCH
THE BIGGEST SINGLE NAME IN SWITCHES
SINGLE POLE and TWO CIRCUIT
IMPORTANT — ADD correct SUFFIX NUMBER to CATALOG NUMBER to receive type TOGGLE ond STEM wonted.
2FA Series
CATALOG NUMBERS
140641NA RATINGS
15 Arnp— 625 Y. AC.
10 Arqp — 250 Y. A.G.
H.P.-125-250 Y.A.C.,
6 Amp — 125 V. A.C.
3 Arno — 250 V. AC.
H.P„-125-250
SOLDER SCREW SOLDER SCREW
LUGS TERMINALS
*2FA53
ErFA57
6FA53
NISS3
if CS3
6FISS3
6FC53
WO?
LUGS TERMINALS
'2FA51 2FA63
WAS6FA67
6FA54 6F A63
2FB54 2F863
2FC54 2FC63
6FBM 6F863
6FC64 6FC63
6FC511 6FC67
NAM
6FA68
6FA64
2E864
2FC64
6F864
6FC64
6FC68
ELECTRICAL CIRCUIT CHARACTERISTICS
(NOT( — Keyway inclicates "Oown" Position)
UP
POSITION
CENTER
POSITION
DOWN
POSI TION
SINGLE POLE — SINGLE THROW
On None OR
On None Momentarily OR
Off None Mornentaray On
SINGLE. POLE — DOUBLE THROW
On, None Ort
On Off On
0n None Momentarily On
Motnentaray On Off Momentarily On
On Off Momentarily On
DOUBLE POLE and TWO CIRCUIT
IMPORTA T ADD coarse SUFFIX NUMBER to CATALOG NUMBER to receive typo TOGGLE and STEM wanted
15/32 DIA
-32 TP1
072 X 038
EY AY
2GIC Soria'
RATING 15 AMP — 175 V A C 10 A"IMPii:I:250 Y. 60.
H. 175 --- 250 v A C.
250 205 117
SOLDER SPADE SPADE SPADE
LUGS TERM TERM, 1E 04
ICK51 2G652
A IMO 6G65C
6G145611 6G1450"
60
06
2GL 57, 2GL53
6GL5C EGET
EGM52 —
SGMSC
60415Q
2GG52
SCREW
20654
&CASE
6
20054
SGGSE
WIRE
LEADS
6 K5
5T
20055
60050
CATALOS 'COMBER SUFFIX
FOR T0G6Li & STEM LENGTHS
BAT TOGGLE (Maintained Contacts)
TOGGLE STEM
LENGTH LENGTH
611 Vt6
, w
GEAR
SUFFIX
NO.
—52
—60
—61
—67
—63
—70
—71
—72
—73
—A3
—83
7066LL
—43
WITH
NEOPRE506
NE
't
-57
-6?
68
7•?,
— AP
600
Positron .1
UP
Ott
OPERATION AND
TUT CHARACTERISE CS
Position r2 Position r3
(CENTER) DOWN,
P011 SINGLE 7HROW
None Off
ne Mom. On
Mom,. Off 60w
OAS
0013010 POLE 00135010 T
None
None
Off
OR —
Circuit 1On
Circuil 1 On
On I
Mom. On
oo
Mom, Go
DM, ail
U t
7 Circuits On 2
Momentarily'
2 Circuits On

anchor sdei tific inc.
Box 378, Long Lake, MN 55356 / 612-473-7115
oto'fIoot
Type S - Suspended
Form 2700-A
Listed
• Pilot Duty
• Industrial Control Equipment
CABLE
PVC. type STO #18 conductors (41 strand)
rated 600 volts • Various lengths available
• See table of models • Non-standard
lengths also available on special order.
TYPE S
\ 41tit, SIMA34
*AO*"
AZI*4.
'alr, "A 0110 'VA citi
'014003 'OW AO
a 31S11 IN)*
The ROTO-FLOAT is a direct acting float switch. Each ROTO-FLOAT contains a
single pole mercury switch which actuates when the longitudinal axis of the float is
horizontal, and deactuates when the liquid level falls 1" below the actuation elevation.
The float is a chemical resistant polypropylene casing with a firmly bonded electrical
cable protruding. One end of the cable is permanently connected to the enclosed
mercury switch and the entireassembly is encapsulated to form a completely water tight
and impact resistant unit. Type S — Suspended has built in weight.
ROTO-FLOATS can be mounted on a support pipe (type P) or suspended from above
(type S) Advantages of the ROTO-FLOAT are low cost, simplicityand reliability,
Swrtch
rAranaernel
CaPle
L en g h
SUS pe.ncle0
Type S Model No,
Ship
NOrmall y
Open
20
30
40
S2ON 0
S3ONO
S4ONO
4#
4 1,2Pie
5114#
Normally
C[osed
20
30
40
S2ONC
S3ONC
S4ONC
Effective 7-82

GENERAL DESCRIPT1ON,
THE RUG -FLOAT IS A DIRECT ACTING FLOAT SWITCH, EACH ROTO-FLOAT CONTAINS A SINGLE POLE MERCURY SWITCH WHICH ACTUATES WHEN THE
LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL, AND DEACTUATES WHEN THE LIQUID FALLS r BELOW THE ACTUATION ELEVATION,
THE FLOAT IS A CHEMICAL RESISTANT POLPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL CABLE PROTRUDING, ONE END OF THE CABLE IS
PERMANENTLY CONNECTED TO THE GLASS ENCLOSED MERCURY SWITCH ANO THE ENTIRE ASSEMBLY IS ENCAPSULATED TO FORM A COMPLETELY WATER
TIGHT ANO IMPACT RESISTANT UNIT,
HUD -FLOATS CAN BE MOUNTED ON A SUPPORT PIPE, (TYPE Pl„ OR SUSPENDED FROM ABOVE, (TYPE S), ADVANTAGES OF THE ROTO -FLOAT ARE LOW COST,
SIMPLICITY AND RELIABILITY VARIOUS CIRCUIT CONFIGURATIONS, OTHER THAN THE ONES LISTED BELOW, ARE AVAILABLE
SPECIFICATIONS:
7 PVC TYPE STO, 2, 16 AWG 41 STRAND 600V, 60'C
t CONOUCTORS20%3W,4W LENGTHSSTANDAND
OTHER LENGTHS AVAILABLE,
UL & CSA LISTED,
TEMP LIMIT 50'C
.eo— POLYPROPYLENE CASING CONTAINS
HERMETICALLY SEALED MERCURY SWITCH,
MODELS:
SWITCH
ARRANGEMENT
NDRMALL'f
OPEN
NORMALLY
CLOSED
APPLICATIONS.
USE: N.Q. FOR PUMP OUT
N.C. FOR PUMP IN
CABLE
LENGTH
20
30
40
20
30
40
S SPENDEO TOPE
MODEL NO.
S.2oNo
53040
54040
S2ONC
S3ONC
S4ONC
SHIP 4L
4
5,
4
5
• UL LISTED, IND. CONT, ED,
PILOT OLITY
4.5 AMPS 120 VAC
2.25 AMPS 240 VAC
• FLOAT COLOR
N 0 „ BLACK
„ PIED
• MOUNTING ARRANGEMENT
TYPE P PIPE MOUNTED MODEL INCLUDES
POLYPROPYLENE CLAMP
TYPE S-SUSPENDED MODEL WITH STABILIZING
WEIGHT,
PIPO MOIINTEIJ YPE P
MODEL NO. SHIP WT.
P 20 NO
P3ONO
44040
2*
3
HONG
43040
P4ONC
2.
2%.
FOR USE IN CONTROLLING PUMPS OR OTHER MACHINES AND MEASURING ALARM LEVELS IN WATER, SEWAGE AND MANY OTHER mows, ROTC FLOATS
MAY BE USED FOR PUMP IN OR PUMP OUT CONTROL, FOR LOW LEVEL CUTOUT. OR FOR LOW AND HIGH LEVEL ALARMS,
PUMP iti
TYPICAL 2 PUMP CIRCUITS
LINE VOL, kW LO,4
PUMP OUT
OM:4:C
c. _4 42
.. .
.. .
J '1
.,,
, ,,. -4
.
. ,..
•,
O.C.42
-4, -114fc.
I me
COMWA
SCAM,
LEAO
ce. LEAP. Wm&
2.11• ro STA 4041 mum*
MOTOR 5CAOI
SIMPT
54444444
ONE 401.144-4
!-OAIM ALARM
STMOI
LEAR I .0,
COMMON
*MA
IMPORTANT NOTE:. Use In accordance with
local electrical code and authority haying
juri.sdiction, Do not is Rater in
gaohne, volatiIes or other cdrobustd,Het,
•MOW COMOCAOt
ROO IT WAD PUMP
MOCIA, SAWA*
WO: co $T44MT PUMP
0.1.41.
Pn
ICK0
JA
•Y
DS
SUBMITTAL
APPROVAL
NAME
DATE
1-9-74
0•TI,
1.-9-74
riATIF
4-30.76
1.11,141JRZT
ROTO-OAT
TYPICAL MOUNT ING
TYPE P
SEE ACCESSORY
SHEET FOR
HARDWARE
clicrot.
B
081
anchor scientific inc.
Box 378, Long Lake, MN 55356
612/L173-7115
SPECIFICATION DATA SUBMITTAL
AND INSTRUCTION SHEET
HIGH ALARM
4A411244
0.0CA 1,(13,
DWG:
1744

DAVCO
TkE.flRCA prfe.A.NpQR CLEAN *ATER
CUSTOM CARE WARRANTY
SFR I AL NO. ;:2'
Davco warrants that all components of the equipment, manufactured by Davco are free from
defects in material and workmanship, If the equipment is erected by Davco at the jobsite,
Davco warrants that such erection is free from defects in material and workmanship, These.
warranties shall be valid for a period of one year from date of acceptance of [he equipment,
or eighteen months from date of shipment of the equipment, or if stored by Davco, for a
period not to exceed 18 months after invoice date, whichever occurs first, These warranties
shall be valid only if the equipment is properly serviced and operated under normal condi-
tions and in accordance with the written instructions of Dayco. The obligations of Davco,
under this warranty, are limited to the repair or, at its option, replacement of any component
part manufactured by Daveo which proves, upon examination by a representative of Davco,
to have been defective originally. Defective parts must be returned by the purchaser or owner
to Davco, if so requested. Davco is not responsible for any incidental or consequential
damages whatsoever.
Davco will provide labor as required to replace, repair or modify, at Davco's option, the
following major components: Basic steel structures, primary pumps and major piping and
valve assemblies, except for labor provided under the preceding sentence, the cost of all
labor and any other expenses resulting from replacement, of defective parts and from in-
stallation of parts furnished under this warranty shall not be covered by this warranty.
THE FOREGOING WARRANTIES SHALL BE IN LIEU OF ALL OTHER WARRAN-
TIES WHATSOEVER, EXPRESS, IMPLIED OR STATUTORY, INCLUDING
WITHOUT LEVIITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR A PARTICULAR PURPOSE.
These warranties are conditional, and do not apply in one or more of the following in-
stances:
(1) To items that must be replaced because of normal wear, such as (without limitation)
pump seals, packing, belts, light bulbs and grease; or
(2) To items that have been subject to misuse, neglect or lack of maintenance; or
(3) To products that have been repaired or altered, outside of Davco's factory without
written notice to, or authorization from Davco; or
(4) To products which are not started up by Davco's representatives within sixty (60)
days after delivery to the job site, unless special instructions are requested from Dav-
co in writing before the above sixty (60) days have expired; or
(5) To items that have been damaged or adversely affected by the neglect or lack of care
and protection of the equipment by the purchaser prior to start-up; or
(6) To items that have been damaged, or are missing, after delivery to the job site.
P. 0. BOX 1419 - THOMASVILLE, GEORGIA 31799-1419
[phone]

APR
Sta
Department of Natural
„lames G.
William l ! iobey, fir., Secretary
• of North Carolina
esources and Community Develops ent
Division of Environmental Management
th Salisbury Street • Raleigh, North Carolina 27611
R.l-attl isms
hector
Subject: Returt of lncomp_I.ete Appi cat .on
(1C-
Cau.nty
Dear
accordance with Division policy w mrs;t heby x:
attached application, materials received
fohlowing items:
Three sets of e le plan_ and specifications.
Cmpleted and ted application -form plUs a copy of the sewer or pump
station attachment, if applicable.
Letter of flow acceptance (for private sewers only).
Permit fee for Non -Discharge Permits.
Subsurface evaluation/soil scientist report for land'
application -subsurface disposal. proj
EPA toxicity' leachate analysis for sludge application permits.
Operational Agreements for private systems serving multi-famlly dwelling
1""'1
After you lavie obtain r chec ed ite
tr r- 1
s , you may resubmit your application
for review. Should you have any questions, please contact Ms. Carolyn McCaskill or
xae at 919/733-5O83.
Sincerely yours,
9
as ncomplete the
It lacks the
'berry, P.E. , Super
Permits and Engineering Unit
)7 `It:6ephorW 919 733 71)I5
Action Employer

EN 0
*OVA Of ftfOC:OffffM, fiffMtiflifla
3 196$
Stateof North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
es G. Martin, Governor
m W, Cobey,', .jr., Secretary
A. W. Cook, Jr., General Manager
omont Materials, Inc.
PO Box 1292
Spartanburg, SC 29304-1292
Dear Mr, Cook:
March 14, 1989
SUBJECT: Permit No. NC0070041
Authorization to Construct
Metromont Materials, Inc.
Metromont Industrial Park
Mecklenburg County
A letter of request for an Authorization to Construct was received February 3,
1989, by the Division and final plans and specifications for the subject project
have been reviewed and found to be satisfactory. Authorization is hereby granted
for the construction of a 30,000 GPD wastewater treatment and disposal facility
which consists of a grit chamber, an influent surge tank with dual 20 GPM pumps and
a 35 CFM blower, eight 5,000 gallon aeration tanks, a 6,200 gallon clarifier, a
5,000 gallon sludge holding tank, dual 170 CFM blowers, a tertiary filtration system
with dual cells (4 ft. diameter), a recording flow meter, a 2,644 gallon dosing
tank, a 2,237 gallon backwash tank (for chlorine contact), a tablet chlorinator, a
1,600 gallon post aeration tank, approximately 850 linear feet of 8-inch gravity
sewer line, and all other appurtenances to serve the Metromont Industrial Park,
This Authorization to Construct is issued in accordance with Part III paragraph
B of the NPDES Permit No. NC0070041 issued December 10, 1987, and shall be
subject to revocation unless the wastewater treatment facilities are constructed in
accordance with the conditions and limitations specified in Permit No. NC0070041.
The Permittee must employ a certified wastewater operator in accordance with
Part III paragraph C of the referenced permit.
The sludge generated from these treatment facilities must be disposed of in
accordance with G.S. 143-215.1 and in a manner apprcwvable by the North Carolina
Division of Environmental Management.
The Mooresville Regional Office, telephone number 704/663-1699 shall be
notified at least twenty-four (24) hours in advance of operation of these
facilities. Such notification to the Regional Supervisor shall be made during the
normal office hours from 8:00 a.m. until 500 p.m. on Monday through Friday,
excluding State Holidays„
PO, Box 27687, Raleigh, North Caa 176fl 7687 'Tklephom 9I9-733-7015
An EquaAffirmanve Action Emi,lo r

In the event that the facilities fail to perform satisfactorily in meeting its
NPDES permit effluent limits, the permittee shall take. such immediate corrective
action asmay be required by this Division, including the construction of additional
wastewater treatment and disposal facilities.
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer certifying
that thepermitted facility has been installed in accordance with the approved plans
and specifications. Mail the Certification to the. Permits and. Engineering Unit,
P.O. Box 27687, Raleigh, N.C. 27611-7687,
A set of approved plans and specifications for the subject projectmust be.
retained by the applicant for the life of the project.
One (1) set of approved plans and specifications is being forwarded to you. If
you have any questions cr need additional inlormation, please contact Mr. Randy
Jones, telephone number 919/733-5083, ext. 541.
Sincerely,
R. Paul Wilms
cc Mecklenburg County Healt Department
Mooresville Regional Supervisor
Mecklenburg Environmental Protection
Mr. John Campbell
Permit No. NC0070041
ENGINEER'S CERTIFICATION
, as a duly registered Professional
Engineer in the State of orth Carolina, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
(Proje
Name or Loeition
for the
hereby state that, to the best of my
(Project Owner)
abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substant
compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.

RECEIVED
ltimori ENVMONNIFNik. MA,1141SEitiJa
MAR 20 1989
MVAI,Svk
UftWOIA
State of North Carolina
DepartMent- of Natural*esources and Community. Development
Division of Environmental Management
512 North Salisbui-y Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey Jr., Secretary March 15, 1,989 Director
Mr. A.W. Cook, jr., Vice President
Metromont Development Company
P.O. Box 1292
Spartanburg, SC 29304
SUBJECT:
Dear Mr. Cook:
Permit No. 44)0001320
Metromont Development Company
Metromont industrial Park,
Sewer Collection System
Mecklenburg County
In accordance. with your application received March 3, 1989, we are forwarding
herewith Permit No. WW001320, dated March 15, 1989, to Metromont Development,
Company for the construction and operation of the subject, wastewater collection
system extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written request within 30 days following receipt of this permit. This request must
be :in the form of a written. petition, conforming to Chapter 1508 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604e Unless such demands. are made this
permit shall he final and binding.
One (1) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter, please contact Mr. Randy
Jones, telephone No. 919/733-5083, ext. 541.
Sincerely,
cc: Mecklenburg County Health Department
Mooresville Regional Supervisor
Thomas, Campbell, Pr idgeon
Mecklenburg Environmental Protection
RO, Kix 27687, Roleigh„ North Carolina r6l1-7687 Telephone 9.19-1,3-7015
An Equal Opportunliy Affirmative Action ErniAoyer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGli
PERMI T
For the discharge of Sewage, industrial Wastes, or Other Wastes
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
Metromont Development Company
Mecklenburg County
FOR THE
construction and operation of approximately 1,930 linear feet of 8-inchgravity
sewer line to serve Metromont Industrial Park and the discharge of 30,000 GPD of
collected domestic wastewater into the Metromont Development Company's existing
sewerage system, pursuant to the application received March 3, 1989, andin
conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Natural Resources and Community
Development and considered a. part of this permit.
This permit shall be effective from the date of issuance until rescinded, and
sh,11 be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with 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, The facilities shall he properly maintained and operated at all times,
4. The sewage and wastewater collected by this system shall be treated in the
Metromont Industrial Park. Wastewater Treatment Plant prior to being discharged
into the receiving SLTQAM
This permit is not transferable
6, Construction of the sewers shall be so schednied so as not to interrupt service
by the existing utilities nor result in an overt:low or bypass discharge of
wastewater to the surfnce waters of thu State

1111/1111171,111T11
permit. shrill, become vc
Materials,
treatment and Metromc
treatment of wastewater
dabl.e unless the agreement 'between Metromont
velop,me.nt Company for the collection and final
force and effect.
Upon completion of construction aid prior
facility, a certification must be rece.i.ved,
certifying that the permitted frtcil.{,.t
requirements of this permit and the
certification to the Permits and Eng
276.11 -7f 87.
Permit
operation of
from a profess
as been instilled
pproved plans and
neeri_ng Unit:, 1'a0.
permitted.
ona.l. engineer
in accordance with the
aec:i.fications. Mail the
lta 27687, Raleigh, N,C.
approved l ;tr ns and specifications for the sualr err. project must; be.
five (5) years after completion of construction,
15th day of March,
NOW: 11 CAR0IINA ENVIR0N11ENTAL 1AN'ACEMENT COMf1IC� l:t7N
Permit; No. WQ0001320
Engineer
(periodical]. ekly
rr
Env:l.r.onmen
as a duly
of in<a, hiving been
the oonstructio
`Nance. or
relay state, that, to
ed Professional
to observe
for the
of my
care and. 111 igc owe was rrsed art the observation of the lrgow c. crt.
1 ;;trc.la that the c,cisrootron WAS observed 10 be bui3.tt within substantial
l laiarus 9�atid ;;laccc.-i1_%a,1t.f��na,

State of North A ina
Natural Resources and communityDevelopment
Division of Effinnaninental Man gem t
512 1 Salisbury Street • Raleigh, North Carolina 27611
The Petite and En!
ha subject eppiicat
has dieted a preliminary e
The following item(s) must be addre
PI + aee note that these italri e) must be
prevent your
ed befor
red by
eturned e
Far eompleta olur
omelets:
review
if you have any questions on this matter, please doll the undersigned at
733-i83.
cc
Re; ional. Supervisor
Td I.

Of PO/TIMM:EOM M R&
State of North Carolina
Depa 1Tn nt of Naturals Resources and Community .rev l pni nt
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
rti , Grivernor
Cobey, Jr., Secretary Dater
R. P ul Wilms
Director
The. Division's and Engineering it acknowledges receipt of your permit application. and supporting
materials on , . ; ,; , 19. This application has been assigned the number shown above. Please
refer to this number when making inquiries on this project.
Your project has been assigned to
`A technical acknowledgement will be for►c
please contact the engineer listed above,
for a detailed engineering
received within thirty (30)
aware that the Divisions regional office, copied below, must provide recommendationsfrom the Regional Super-
visor or a Procedure Four Evaluation for this project, prior to final action by the Division.
If you have any questions, please call the review engineer listed above at [phone].
Sincerely
'Arthur Mogberry, P.E.
Supervisor, Permits and Engineering
Pallventian Pays
P.O. Box 27687, Raleigh, North Cs llna 27611.7687 Telephone 9c'9- 3 i5
An Equal Opportunity r m t1 Action Employer

Department of Natural Resources and Community Development
Environmental Management Commission
NON -DISCHARGE PERMIT APPLICATION*
ordanNC General Statutes Chapter 143, Article 21
Applicant (name o
FOR:
dual, or others):
Non -Discharge Treatment/Disposal Facilities
o Pretreatment Facilities
Sewer Collection System (private)
© Extension of Sewer Systems (public)
0 Sludge Disposal
Spray Irrigation
NATURE OF WASTEWATER:
Domestic Sewagex
0 Sludge/Industrial Waste
Other Waste
, pretreatment p
At (location of plan
Complete
of Engineering-I
30.281
INSTRUCTIONS:
1» Fill -In All Spaces. If not applicable, enter N/A.
Description:
e l t
roposed +works o rill be constructed, supervised, oper
specifications or approved
Mailing
Address:
thereto.
202 Be 9
DEM USE ONLY
Permit Num
Application
Feb .
d
to oerve
It..
e
Ylp Code: 4
d
c
Telephone. No. /
Yip Coder ...
-4241
Y. Secure appropriate afgnast ure (mayor/city manager for municipality, chairman for aanRtery dlatrlct board,
/proper offlcle1 of corporation, or legally constituted board or commission in charge of proposed works).
of authorisation is required from proper official if design engineer or other agent signs application.
vision of Environmental Management, Permits and Engineer! ng Unit, P.O. Box 27687, Raleigh, NC 27611
..tieve+y, of application, 3 sets of finalised plena, specifications and other supportingdata as
Commission Rules, and permit fee.
FOR ASSISTANCE„ CAL
Asheville [phone]
159 Woodfln Street
Asheville, NC 28801
Fayetteville (919) 486-1
Suite 714 Wachovia Bui
Fayetteville, NC 28301
THE STATE CENTRAL OFFICE [phone], PERMITS & ENGINEERING UNIT, OR :
4
Mooresville [phone]
919 North Main Street
Mooresville NC 28115
Reielgh [phone]
Box 27687
Raleigh, NC 27611
Washington [phone]
1424 Carolina Avenue
Washington, NC 27889
Wilmington [phone]
7225 Wrightsville Avenue
Wilmington, NC 28403
Winston-Salem [phone]
8025 N. Point Blvd.
Suite 100
Winston-Salem, NC 27106

Jaynes G. Martin, Governor
William W Cohey, fr., Secretary
RECEIV
*VISION Of EPIVIIONMENTAL
FEB 21 1989
North Carolina
Department of: Natural Reources aid (Iomn1urity Developmet
DIVkl011 rAIVIRAIMMill i\1111igen1eitt
512 North Sarisbury Street • Raleigh, 1"\,,l(wth Can„dina 27611
February 17, 1989
Mr, Joe C. Stowe, Jr., Director.
Charlotte -Mecklenburg UtilityDepartment
5100 Brookshire Blvd
Charlotte, N.C, 28216
SUBJECT
Dear Mr. Stowe:
R, pan! warns
Director
AC0070041
Metromont Materials, Inc.
Metromont industrial Park
Wastewater Treatment Facilities
Mecklenburg County.
Pursuant to G. S. 143-215.1 (di), we are hereby notifying you that the Divisic.
of Environmental Management has received a permit application for construction and
operation of the subject wastewater. treatment facility within your. govermental
jurisdiction. We anticipate final action on this request within the next sixty (60)
days, Should youdesire to comment on this project as it relates to your interests,
please do so by March. 6, 1989.
If you have any questions or need further information, please contact Mr. Randy
Jones, at telephone number 919/733-5083.
AM/ads
cc: Mr. Dennis R. Ramsey
Mooresville Regional Supervisor
Sincerely
yours,
!rthur Nouberry, P.E.
Supervisor, Permits, and En ineer:
Unit
ll“x 27687, Ralogh, North Carolina 27(in• 7687 ideph.ane "n9-733,70t5
An Equal OppArtIM!ty AifirmatiVC Action kanploytT

James G. run Cover or
William W C bey, Jr., Secretary
Dear
REssool
„coot. a " State; of North Carol.r a
fepartrr ent of Natural Resources and Common'
�� Devtlopmertt
Division of Environmental Management
5(2 North Salisbury Street • Raleigh, North Carolina 2'76U
Subject: Return of Incomil.ete Application
County
attached application materials received
accordance with Division policy we must hereby return as incomple
teitems: the
l9SZ It lacks the
Three sets of sealed
Completed. and signed wand s�ecifi.catirans. �� /�
station attachment, application form plus a copy of the sewer or pump
Letter of flow accePtancsP(f©zble.
priva
Permit fee for Non -Discharge Perrmitste sewers only).
Subsurface evaluation/sail scientists report for land
application -subsurface disposal projects.
EPA toxicity leachate analysis for sludge application
units -
Operational Agreements for private systems ervingmulti-famiT dwell
ing
ling
After you have obtained the checked items)
for review.AfSould you have any questions , you may
me at 919/733-5083. please contact MseSCarolyn ubmit ©McCaur skillaor©n
CC:
Sincerely yours,
Perm
Regional Office
uberry, P.E., Supervisor
s and Engineering Unit
frC). fiox 276H7, Rakgs, Ncorzfi (.3rolina 2761P7o87 `Wen