NC0006220_AUTHORIZATION TO CONSTRUCT_20040512

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit: NC0006220
Kannapohs WTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct
(AtC)
Permit Modification
Correspondence
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: May 12, 2004
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PROFESSIONAL ENGINEER'S CERT O I0)0
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CONSTRUCTION OF WASTEWATER TREATME li-M,ITT ES
ATC PROJECT NUMBER: 006220A01
- NPDES Permit No. NCO006220
1, Linda L. Pass , am a duly registered Professional Engineer
in the State of North Carolina and have been authorized to observe (circle one: periodically, weekly, full
ime the construction of the subject project for the Permittee:
Project No.: 006220A01
Project: Water Treatment Plant Improvements
Rowan County
Construction of an equalization basin with a pump sump and a clarifier with
a sludge pumping station.
Location: Kannapolis WTP
1303 Pump Station Road
Kannapolis, Rowan County
I hereby certify that I did regularly observe this project with due care and diligence and that the
construction was completed in substantial conformance with the Authorization to Construct and with the
approved plans and specifications.
Signature Registration No. 023500
Date 12 May 2004
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Upon completion of construction and prior to operation of the modified facility, the Permittee shall provide the
Division with a certification ftom a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, this Authorization to Construct, and the approved plans and specifications.
The Certification should be submitted to:
NCDENRIDWQ, NPDES Unit, 1617Mail Service Center. Raleigh, North Carolina 27699-1617

O�OF Vd A rF9pG Michael F. Easley,Governor
State of North Carolina
CO r William G. Ross,Jr.,Secretary
Department epartment of Environment and Natural Resources
0 Alan W.Klimek, P,E., Director
Division of Water Quality
April 5, 2004
Mr. Wilmer Melton LH
City of Kannapolis
1401 Bethpage Road
Kannapolis, North Carolina 28081
Subject: Authorization to Construct
ATC No. 006220A0I
NPDES Permit No. NCO006220
Rowan County
Dear Mr. Melton:
The Division of Water Quality's NPDES Unit has reviewed your request for an Authorization to Construct at
the Kannapolis WTP. The Division finds the proposed improvements to be satisfactory and hereby grants
authorization for the following:
• Construction of equalization basin and pump sump with two 350 gpm submersible pumps;
• Construction of Clarifier and sludge pumping station with two 500 gpm submersible pumps; and
• all related structures,equipment, piping, controls, and other appurtenances, as presented in the proposed
plans and specifications.
This Authorization to Construct is issued in accordance with NPDES Permit No. NC0006220, issued October
1, 1999, and shall be subject to revocation unless the wastewater treatment facilities are constructed in
accordance with the terms and conditions of the permit.
Notification
The Permittee shall notify the Water Quality Supervisor of the Mooresville Regional Office, telephone
number [phone], at least forty-eight(48) hours prior to operation of the installed facilities, so that an
in-place inspection can be made. Notification shall be made during the normal office hours of 8:00 a.m. until
5:00 p.m., Monday through Friday.
Engineer's Certification
Upon completion of construction and prior to operation of the modified facility, the Permittee shall provide
the Division with a certification (copy enclosed) from a professional engineer registered in North Carolina
certifying that the permitted facility has been installed in accordance with the NPDES Permit, this
Authorization to Construct, and the approved plans and specifications. The Certification should be submitted
to: NCDENR 1 DWQ, NPDES Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.
Requirements for Certified Operator
The Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC)
of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least
equivalent to or greater than the classification assigned to the wastewater treatment facilities by the
Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate
type and grade to comply with the conditions of Title 15A, Chapter 8G, .0200. The ORC of the facility must
visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding
weekends and holidays;and must properly manage and document daily operation and maintenance of the
facility and comply with all other conditions of Title 15A, Chapter SG, .0200.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer Internet: http://h2o.enr.state.nc.us/

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Kannapolis WTP
NPDES Permit No. NCO006220
ATC No. 006220A01
Page 2
Additional Requirements
The Operational Agreement between the Permittee and the Environmental Management Commission is
incorporated herein by reference and is a condition of this Permit. Noncompliance with the terms of the
Operational Agreement shall subject the Permittee to all sanctions provided by G. S. 143-215.6 for violation
of or failure to act in accordance with the terms and conditions of this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee
to an enforcement action by the Division of Water Quality in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
The Permittee shall maintain a copy of the approved plans and specifications on file for the life of the
facility. One (1) copy of the approved plans and specifications is enclosed for your records.
If you have any questions about this Authorization to Construct, please contact Teresa Rodriguez, at (919)
733-5083, extension 553.
Sincerely,
-� Alan W. Klimek
Director
Enclosures: Project Plans and Specifications(approved)
Engineer's Certification Form
cc: Mooresville Regional Office, Water Quality
Technical Assistance and Certification Unit
Central Files
NPDES Unit Files
Ms. Linda L. Pass, P.E. -One Center Drive, Suite 208
Greensboro,NC 27407

ATC SUMMARY
ATC No. 0006220A01 PERMIT NO NCO006220
FACILITY City of Kannapolis WTP COUNTY Rowan County
RECEIVING STREAM Irish Buffalo Creek BASIN Yadkin
CLASS C REGIONAL OFFICE Mooresville
APPLICATION/PLANS PREPARED BY: Finkbeiner, Pettis & Strout, Inc.
Linda L. Pass, P.E.
One Center Drive, Suite 208
Greensboro, NC 27407
SCOPE: Construction of equalization basin, clarifier, settling tank and pumping station at the Kannapolis
Water Treatment Plant.
SUMMARY: The Kannapolis Water Treatment Plant is undergoing an improvement project including the
construction of an equalization basin and settling tank to provide treatment for the filters backwash. The
water plant treats surface water from Kannapolis Lake and has a design capacity of 15 MGD. It utilizes
flocculation basins, sedimentation basins and anthracite sand filters. The backwash from the sand filters
is discharged to Irish Buffalo Creek.
This ATC was requested after the project was under construction.
COMPLIANCE:
In 2002 the facility had one violation for TSS, in 2003 they had one violation of Settleable Solids.
The Total Residual Chlorine results ranged from 68 pg/I to 2,148 pg/l. They don't have a chlorine
limit now, but upon permit renewal the permit will include a TRC limit between 17 and 28 pg/l.
PROJECT EQUIPMENT DESCRIPTION:
• Equalization Basin—400,000 gpd capacity, pump station with two 300 gpm pumps.
• Clarifier—400,00 gpd capacity, sludge pumping station, effluent weir.
RECOMMENDAT)ONS:
The Regional Office recommends the issuance of this ATC.
NPDES Unit contact: Teresa Rodriguez

10/28/2003 15: 11 7049322618 CITYCFKANNAPCLISPUBL PAGE 01
. -,& to*'%J ts4 jk P C ) L I
Public Works Department
1401 Bethpage Road
Kannapolls, NG 28081
Phone: [phone]
Fax; (704)9204244
FM
T*: Valerie Stevens From, Wimer Melton, III
NPDES Unit, Diu of Water Quality Director of public Works
1617 Mail Services
Raleigh,NC 27699-1617
bast: [phone] Pages: 1 (including cover page)
Phe w" Data; Octobar 28,2003
Re: NPDES Permit ti0006220 CC:
Ms. Stevens,
This is to inforni you that Linda Pass of Finkheianer, Pettis&Strout, Inc.,One Ceuterview, Suite 208,
Greensboro,NC 27407 is duly authorized as a representative for the City ofKannapolis in submitting
NPDES Permit#0006220 for plan review,
If you have any further questions or have any prohlemA with transmission;please call(704)920-4200.
Thank you, ,,',�� _
wilmor Melton,III 14
Director of Public Works

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WATER TREATMENT PLANT
IMPROVEMENTS
CONTRACT A — GENERAL AND MECHANICAL
CONTRACT B — PLUMBING
CONTRACT C — HEATING, VENTILATING, & AIR
CONDITIONING
CONTRACT D — ELECTRICAL
KANNAPOLIS, NORTH CAROLINA
2000
'D Ec � � d �
OCT - s
PROJECT MANUAL
DENR-WATER QUALITY
VOLUME II OF 11
POIFJTSOURCE BRANCH
FINKBEINER, PETTIS & STROUT, INC.
CONSULTING ENGINEERS
ONE CENTERVIEW DRIVE, SUITE 208
GREENSBORO, NORTH CAROLINA 27407
[phone]
FAX{336} 855-5648

SECTION 11907
SUBMERSIBLE PUMPS
PART GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplementary
Conditions (if included), and Division 1 Specifications Sections, apply to this Section.
1.2 SECTION INCLUDES
A. Submersible pumps.
B. Pump guide assemblies.
C. Pump controls.
1.3 PERFORMANCE REQUIREMENTS
A. Operating Conditions:
Pump Motor
Pump Pump Flow TDH Eff. HP RPM
No. Desi nation GPM ft. min. max. nominal Electrical
4 Waste Wash Water 350, max 18 67% 3 1750 575 V, 3 phase
Pump No. 1 - 200, min 27 71%
Equalization Basin
5 Wasste Wash Water 350, max 18 67% 3 1750 575 V, 3 phase
Pump No. 2 - 200, min 27 71%
Equalization Basin
10 Sludge Pump No. 1 - 500 71 61 20 1750 575 V, 3 phase
Settling Tank
11 Sludge Pump No. 2 - 500 71 61 20 1750 575 V, 3 phase
Settling Tank
B. Motor supplied shall be capable of operating the pump and impeller at any point on the curve without
exceeding nameplate horsepower.
1.4 QUALITY ASSURANCE
A. Single Source Responsibility: In order to maintain a standard of compatibility, all pumps shall be
provided by the same manufacturer.
1.5 SPARE PARTS
A. One spare of the following for each set of pumps:
1. One (1) upper seal.
2. One (1) lower seal
3. One (1) set of ball bearings.
4. One (1) set of O-rings.
5. One (1) set of snap rings.
Kan9901 B 11907-1 7/19/00

6. One (1) impeller lock washer and screw.
B. One spare fuse for each fuse in pump control panel.
C. One spare pilot light for each pilot light in pump control panel.
D. One spare float switch with length of integral cord sufficient to replace longest provided.
PART PRODUCTS
2.1 MANUFACTURERS
A. Yeomans.
B. Aurora/Hydromatic Pumps, Inc.
C. Ebara International Corporation.
D. ITT-Flygt Corporation.
E. U.S. Filter/EMU Products.
F. Or as approved.
2.2 SUBMERSIBLE PUMPS
A. Design: Centrifugal submersible type, capable of handling unscreened solids-laden fluids without
clogging, with a discharge elbow permanently installed in the wet well, and the pump to discharge
elbow connection made automatically when pump is lowered into place, without the need for nuts or
bolts, and without the need of personnel to enter the wet well. Pumps that bear directly on wet well
floor are not acceptable.
B. Casing, intermediate casing, impeller, motor frame to be gray cast iron, ASTM A48 Class 35, with
castings having smooth surfaces, devoid of blow holes and other casting irregularities, and mating
surfaces machined and fitted with o-rings where watertight seal is required. Exposed bolts and nuts
to be 304 stainless steel.
C. Impeller: Non-clog, multi-vane, enclosed design. Provide pump-out vanes on the backside to
reduce the pressure and entry of foreign materials into the mechanical seal area. Dynamically
balance impeller and connect to motor shaft with a split fit, key driven, and secured with an impeller
nut.
D. Casing: End suction volute type, centerline discharge, single-piece design. Smooth fluid passages
capable of handling all pumped media passing the impeller. Provide discharge with an ANSI B16.1,
Class 125 flange. Provide casing with a replaceable brass or stainless steel wear ring.
E. Bearings: Upper radial and lower thrust bearings, permanently grease or oil lubricated, minimum B-
10 life of 100,000 hours.
F. Shaft: Machined, minimum AISI 303 stainless steel. Pump shaft is an extension of the motor shaft.
Couplings are not acceptable.
G. Mechanical Seals: Either a one-piece double mechanical seal or two totally independent mechanical
seals mounted in tandem.
Kan9901 B 11907-2 7/19/00

1. Double Mechanical Seal: Enclosed block design which incorporates both upper and lower sets
of seal faces in one stainless steel unit. All seal faces to be silicone carbide, and held in place
by two independent sets of stainless steel coil springs immersed in an oil bath.
2. Independent Mechanical Seals: Lower seal to consist of one stationary and one rotating
tungsten carbide ring, and upper seal to consist of one stationary ceramic ring and one rotating
carbon ring, with each seal interface held in contact by a stainless steel spring system. Provide
system with a lubricant chamber.
H. Motor: Designed for continuous duty, completely or partially submerged. Squirrel cage, induction,
shell type design housed in either an air-filled or oil-filled watertight chamber, NEMA Design B, Class
F insulation. Combined service factor of 1.15. Protect motor from high temperatures and moisture
intrusion by providing sensors for each in the motor housing which will shut down the pump and trip
a warning light on the control panel.
I. Power Cable: Sized according to NEC standards and of sufficient length to reach the junction box
without splices. Oil resistant outer jacket of chloroprene rubber capable of continuous submergence
without loss of watertight integrity to a depth of 65 feet. Provide cable with strain relief and a positive
watertight entry into the motor housing.
J. Lifting Bail: Rigid material designed to be used to lift pump from wet well capable of being attached
to by crane without the need for personnel to enter the wet well.
K. Pump Lifting Chain Positive Recovery System: Minimum 10 meters (33 feet) of, nylon line, of
diameter matching weight of lifting chain required, connected to a short length (approximately ten
links long) of high tensile strength proof-tested chain of required capacity, connected to the lifting bail
of the pump. A forged "grip-eye" of wrought alloy steel, provided separately to connect to the end of
the lifting cable or chain of the pump lifting bail.
L. Finishing: Completely factory finish pump with manufacturer's standard corrosion-resistant coatings.
M. Data Plate: Fabricate data plate from corrosion resistant metal, and mechanically attach to pump.
Engrave the plate with the following:
1. Manufacturer's name.
2. Pump size.
3. Serial number.
4. Motor horsepower and speed.
5. Impeller diameter.
6. Capacity and head.
2.3 PUMP GUIDE ASSEMBLIES
A. Pump guide assembly to consist of either guide rails, a self-aligning sliding bracket, upper guide
bracket, intermediate guide brackets (as required by manufacturer), lifting chain, and discharge
elbow.
1. Guide Rails and Guide Brackets: Type 304 stainless steel; rails designed to mount directly to
discharge elbow at the floor and to the upper guide bracket at the top. Provide intermediate
guide brackets for rail lengths over 15 feet.
2. Guide Cables: Two stainless steel cables in parallel and tightly secured by an upper tension
device and a hook on the lower side of the base elbow.
3. Self-Aligning Sliding Bracket: Mounted on pump discharge, with a machined mating flange
which matches the discharge elbow. Sealing of the discharge connection is accomplished by a
simple linear downward motion of the pump, culminating with the entire weight of the pumping
unit supported entirely by the discharge elbow.
4. Lifting Rope: Stainless steel cable of sufficient length to extend from the pump in the lowest
position in the wet well to the connection with the davit crane on the top of the wet well. Provide
Kan9901 B 11907-3 7/19/00

a device at the top of the wet well to attach the cable to when not in use. Size cable according
to pump weight. Coordinate upper cable end terminating device with requirements for
connecting to davit crane.
5. Discharge Elbow: Gray cast iron, ASTM A48, Class 30, designed to mount directly to wet well
floor and to anchor and align guide rails, with ANSI B16.1, Class 125 flange and a machined
mating surface such that the pump to discharge connection is made without the need for nuts or
bolts.
2.4 PUMP CONTROLS
A. Control Descriptions:
1. Equalization Basin: Provide pump alternation without lead/lag feature. Provide level indication
of high and low water levels at wet well. Provide pump shut-off at High Level Alarm and
energize rotating beacon.
2. Sludge Pumping Station: Provide lead/lag pump alternation. Provide level indication of high
and low water levels at wet well. Provide pump shut-off at High Level Alarm; energize rotating
beacon and interlock sedimentation basin equipment.
B. Control Panel:
1. Description: Duplex Pump Control Panel for 575 volt, three phase, 3 wire, 60 hertz operation,
with features as indicated.
2. Enclosure: NEMA 4X stainless steel, hinged door in door; follow Section 16160.
3. Main panel disconnect thermal magnetic circuit breaker.
4. Thermal magnetic main circuit breaker.
5. Control circuit transformer, 120 volt, single phase, 60 hertz, fused on all underground legs.
6. Molded case circuit breakers for each of the following circuits:
a. H1: Thermostat heating strips; 20A.
b. R1: Duplex receptacle; 20A.
c. L1: Lighting fixture and fractional horsepower exhaust fan; 15A.
d. S1: Spare; 15A.
7. Magnetic circuit breaker for each motor starter.
8. NEMA rated magnetic starters with overloads and auxiliary contacts, and reset pushbuttons;
follow Section 16481.
9. Alternating relay to alternate pumps, selectable as automatic alternate, or Pump No. 1 or No. 2
as lead.
10. Dry contact output terminals and panel mounted PTT indicator lights for:
a. High Level.
b. Pump No. 1 run.
c. Pump No. 2 run.
d. Pump No. 1 winding overheat.
e. Pump No. 2 winding overheat.
f. Pump No. 1 seal fail.
g. Pump No. 2 seal fail.
h. Pump No. 1 trouble - winding overheat, seal failure and overload in parallel (dry contacts
only).
i. Pump No. 2 trouble - winding overheat, seal failure and overload in parallel (dry contacts
only).
11. HOA switch for each pump.
12. Time delay interlock circuits for seal failure and winding overheat, and to prevent simultaneous
starting of multiple pumps.
13. Fluorescent fixture with low temperature ballast and 15W minimum lamp for interior illumination
and a toggle switch for control of the fixture.
14. Elapsed time meter for each pump.
15. Panel heater and thermostat capable of maintaining an internal temperature of 60 degrees F.
16. Duplex 20A receptacle mounted inside the panel.
Kan9901 B 11907-4 7/19/00

17. Terminal strips labeled for all incoming and outgoing wires.
18. Ground lug properly sized for termination of the ground wire.
19. Placard with connection legend and schematic, plasticized and located inside the panel.
20. Provide NEMA 4X red rotating beacon on exterior of enclosure. Provide "reset" pushbutton
circuit.and energize beacon from each pump"trouble"contact.
21. Provide a sealed Transient Voltage Surge Suppressor device with overcurrent protection,
disconnecting means, and phase indicating lights; Follow Section 16691.
C. Float Switches:
1. Manufacturers:
a. Anchor Scientific, Inc., Eco-Float Model G.
b. Aurora/Hydromatic Pumps, 3900 Series.
C. ITT Flygt, Model ENM-10.
d. Warrick Controls, Series M.
e. Or as approved.
2. Mechanical micro switch or steel tube mercury switch type; minimum 2 ampere at 120 VAC
non-inductive contacts; integral oil resistant flexible cord of length required to run unspliced from
switch to control panel terminal strip.
3. Length of 1/8 inch nylon coated stainless steel cable and ten pound anchor attached to cable
with stainless steel hardware for attachment of float switches; length sufficient so that cable
freely hangs from top of wet well and anchor is within 6 inches of bottom.
2.5 FACTORY INSPECTION
A. Perform motor and cable insulation test for moisture content and insulation defects.
B. Run pump dry to check for proper rotation and mechanical integrity.
C. Run pump submerged for 30 minutes in water.
D. Remove pump from water; perform motor and cable insulation test.
E. A written report on the above shall be prepared by the test engineer, certified and submitted to
ENGINEER.
2.6 FACTORY PERFORMANCE TEST
A. Test each pump at factory.
B. Test each pump at no less than three head conditions, including shut-off head and design head.
C. Provide a standard NPSH curve based on testing of standard test pump.
D. Submit test data to ENGINEER for approval prior to shipment of pumps.
PART 3 EXECUTION
3.1 INSTALLATION
A. Comply with manufacturer's instructions.
B. Float Switches:
1. Install float switches at elevations indicated.
Kan9901 B 11907-5 7/19/00

2. Install stainless steel cable and anchor assembly such that float switches will be easily
accessible for cleaning and replacement.
3. Attach float switch cord to cable with nylon wire ties spaced 12 inches apart and starting 6 to 8
inches above top of switch.
3.2 MANUFACTURER'S START-UP SERVICES
A. Provide a minimum of two 8 hour days of service.
END OF SECTION
i
Kan9901 B 1 1907-6 7119/00

SECTION 13921
LEVEL MONITORING EQUIPMENT
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplementary
Conditions (if included), and Division 1 Specifications Sections, apply to this Section.
1.2 SECTION INCLUDES
A. Ultrasonic level monitors.
B. Multi-point level monitors.
1.3 SPARE PARTS
A. Provide two spare replaceable relay contact switches for multi-point level monitors.
PART2 PRODUCTS
2.1 ULTRASONIC LEVEL MONITOR
A. Manufacturers:
1. Milltronics Hydro Ranger, Sensor XPS 10.
2. American Sigma
3. Endress &Hauser
4. Or equal.
B. Operating Principle: Microprocessor-based echo-time measurement utilizing sensor which emits
ultrasonic impulses and receives echo reflected back from material surface.
C. Service: As indicated in schedule.
D. Sensor:
1. Range: As indicated in schedule.
2. Housing: CPVC or Kynar.
3. Facing: CPVC or Kynar.
4. Operating Temperature: -40 to 200 degrees F.
5, Application: As indicated in schedule.
6. Mounting: As indicated in schedule. Provide non-metallic corrosion resistant sensor mounting
bracket and hardware.
E. Transmitter:
1. Enclosure: NEMA 4X.
2. Power Supply: 115 VAC, ±15 percent.
3. Power Consumption: 15 VA.
4. Operating Temperature: -5 to 122 degrees F ambient.
5. Output:
a. 4-20mA isolated do current signal capable of driving a 750 ohm load.
b. Five Form C contacts rated 5A at 250 VAC non-inductive.
6. Indicator: Four digit LCD indicator.
Kan9961 B 13921-1 7/19/00

7. Mounting: Provide individually or gang mounted transmitters in corrosion resistant enclosure
with thermostatically controlled heater.
8. Features:
a. Configurable as a level monitor.
b. Configuration and calibration by non-intrusive keypad.
c. Configuration stored in non-volatile EEPROM memory.
d. 4-20 mAdc current output proportional to level.
e. Relay outputs independently assignable as level alarms, temperature alarm, lead/lag
control of up to two pumps.
F. Accessories:
1. Configuration Keypad: Provide one integral.
2. PVC isolator Nipple: Provide one for each sensor with 1-inch NPT mounting.
3. Temperature Sensor:
a. For temperature compensation.
b. Construction: Totally encapsulated CPVC body with teflon face.
c. Locations: As indicated in schedule.
2.2 MULTI-POINT LEVEL MONITORS
A. Manufacturers:
1. B/W Controls.
2. Warrick Controls.
3. Endress & Hauser
4. Or equal.
B. Operating Principle: Level measurement utilizing multiple sensing elements and reference element
driven by low-voltage signal. Contact closure initiates filter console pilot light to assist facility
operator in filter backwash and blower operation.
C. Service: Water; Multi-point filter level.
D. Elements:
1. Range/Insertion Length: As required for control elevations as indicated in schedule.
2. Housing: NEMA 4X Corrosion resistant.
3. Process-Wetted Parts: 304 stainless steel with PVC insulation coating suitable for process
material.
4. Process Material: Clean water.
5. Ground Reference: Include ground reference element.
6. Vessel Material: Concrete.
7. Mounting: Corrosion resistant floor level bracket and mounting hardware (fabricated or purchased
for application).
E. Transmitter:
1. Enclosure: NEMA 4X Corrosion resistant.
2. Power Supply: 120 VAC.
3. Operating Temperature: -30 to 140 degrees F ambient.
4. Outputs: DPDT contact rated 5 A at 120 VAC, non-inductive.
5. Features:
a. Fail Safe:.Each output field selectable for fail open or fail closed.
b. Time Delay: None.
Kan990 S B 13921-2 7/19/00

PART 3 EXECUTION
3.1 ULTRASONIC LEVEL MONITOR INSTALLATION
A. Follow manufacturer's recommendation for the minimum separation between sensor and maximum
expected material level.
B. Mount sensor to insure clear path to the material surface.
C. Install temperature sensor according to manufacturer's specifications.
D. Route wiring between sensor and transmitter in grounded metal conduit. Use cable type and
procedures according to manufacturer's recommendations.
E. Install transmitter in NEMA 4 enclosure where transmitter is located outdoors.
3.2 MULTI-POINT LEVEL MONITOR INSTALLATION
A. Install element and transmitter at locations as shown on Drawings.
B. Install plastic spacers on sensor elements at 12 inch intervals.
C. Provide contact closure for high and low level elevations as indicated in the Schedules.
D. Provide liquid tight conduit for local system connections.
3.3 SCHEDULES
A. Ultrasonic Level Monitors:
TAG # SENSOR SENSOR TEMP.
LOCATION SERVICE RANGE MOUNTING SENSOR
LIT-CA1 Bulk Tank Caustic#1 Continuous Level 0—26 Ft. Tank Flange Inte ral
LIT-CA2 Bulk Tank Caustic #2 Continuous Level 0--26 Ft. Tank Flange Integral
LIT-AL1 Bulk Tank Alum 41 Continuous Level 0—21 Ft. Tank Flange Integral
LIT-AL2 Bulk Tank Alum #2 Continuous Level 0—21 Ft. Tank Flange Integral
LIT-FLU Bulk Tank Fluoride Continuous Level 0— 14 Ft. Tank Flange Integral
LIT-SO1 Bulk Tank NaOCI #1 Continuous Level 0—24 Ft. Tank Flancle, Integral
LIT-SO2 Bulk Tank NaOCI #2 Continuous Level 0—24 Ft. Tank Flange Integral
LIT-SO3 Bulk Tank NaOCI #3 Continuous Level 0—24 Ft. Tank Flange Integral
LIT-CW1 Clearwell #1 Continuous Level 0— 10 Ft. * PVC Flange Inte ral
LIT-CW2 Clearwell #2 Continuous Level 0-- 10 Ft. * PVC Flan a Inte ral
LIT-CW3 Clearwell #3 Continuous Level 0—20 Ft. PVC Flange Inte ral
LIT-SED Sedimentation Basin Continuous Level 0-6 inches Fabricated Integral
bracket from
concrete deck.
FIT-STE Settling Tank Effluent Parshall Flume— 0—50 gmp Fabricated Integral
Continuous Flow bracket from
concrete wall.
* Elev. 692.00- Low level lockout for Washwater Pumps No. 1 &2
Kan9901 B 13921-3 7119/00

Multi-point Level Monitors:
TAG CONTACT PROCESS WETTED
# LOCATION CONFIGURATION MATERIAL MATERIAL MOUNTING
LT—F1 A Filter#1 * High Level Elev.—705.75 Water PVC Coated Floor
Low Level Elev. —704.50 Stainless Steel
LT—F1 B Filter#1 * High Level Elev. —705.75 Water PVC Coated Floor
` Low Level Elev.—704.50 Stainless Steel
LT—F2A Filter#2 * High Level Elev.—705.75 Water PVC Coated Floor
Low Level Elev. —704.50 Stainless Steel
LT— F2B Filter#2 * High Level Elev. —705.75 Water PVC Coated Floor
* Low Level Elev.'—704.50 Stainless Steel
LT—F3A Filter#3 * High Level Elev. —705.75 Water PVC Coated Floor
" Low Level Elev.--704.50 Stainless Steel
LT—F313 Filter#3 * High Level Elev.—705.75 Water PVC Coated Floor
' Low Level Elev. —704.50 Stainless Steel
LT—F4A Filter#4 * High Level Elev. —705.75 Water PVC Coated Floor
* Low Level Elev. —704.50 Stainless Steel
LT—F413 Filter#4 ' High Level Elev. —705.75 Water PVC Coated Floor
* Low Level Elev.—704.50 Stainless Steel
*High Level Indication: Normally Open, contact closes on rising level, opens on falling level.
*Low Level Indication: Normally Open, contact closure on falling level , opens on rising level.
END OF SECTION
Kan9901 B 13921-4 7/19/00

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