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RECLAMATION PUMPS City of Santa Rosa IFB 09-17 Attachment “A” Page 1 of 15 ATTACHMENT “A” 09-17 SECTION 164 RECLAMATION PUMMPS VERTICAL TURBINE WATER PUMPING UNITS PART 1 -- GENERAL 1.1 DESCRIPTION A. Design, furnish, factory test, and deliver vertical turbine recycled water pumps with inverter duty motors complete, including appurtenances, as indicated and specified. New motors and pumps will replace existing motors and pumps at two irrigation pump station facilities owned and operated by the City of Santa Rosa. The three vertical turbine pumps shall be custom fabricated to match the existing bases or sole plates, and the pump discharge heads’ centerlines shall match the centerlines of the existing discharge piping at each location. 1.2 RELATED WORK A. Others will design, furnish and install electrical enclosures, equipment, controls, variable speed motor drives, conduit and conductors under a separate contract. B. Others will furnish and install the fittings, gate valves, air release valves, thrust restraint, pipe and appurtenances for mechanical connections to the existing pump discharge piping under a separate contract. 1.3 SYSTEM A. A total of three (3) new inverter duty motors and pumping units will be installed at two existing pump station complexes in the City of Santa Rosa’s reclaimed wastewater irrigation pumping system to improve energy efficiency. The Meadowlane pumping complex, adjacent to the Llano Road treatment facility, pumps recycled wastewater for irrigation use into its distribution system. The Rohnert Park pump station is an irrigation booster station that serves landscape and agricultural users in the vicinity of Rohnert Park. 1. The Meadowlane pumping complex was constructed in the mid 1970s. All pump motors at the Meadowlane facility are currently fixed speed. An existing 150 HP fixed speed vertical turbine pumping unit will be replaced with a 200 HP inverter duty motor and vertical turbine pump at E Station (Pump EB2), and an existing 150 HP fixed speed pumping unit will be replaced with a 30HP inverter duty motor and vertical turbine pump at Pond B (Pump B1P). 2. The Rohnert Park pump station was constructed in 1994 and uses a combination of variable speed and fixed speed pumping units. However, the pumps in use are over sized for most of the flow demand. One of two existing 300 HP variable speed vertical turbine pumping units (Pump #2) will be replaced with a 75HP inverter duty motor and vertical turbine pump (Pump RP2). G:\Purchasing\IFBs\09 IFBs\09-17.ReclamationPumps.Specifications.AttachA.doc

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Page 1: Reclamation Pumps Specifications

RECLAMATION PUMPS City of Santa Rosa IFB 09-17 Attachment “A”

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ATTACHMENT “A” 09-17

SECTION 164

RECLAMATION PUMMPS

VERTICAL TURBINE WATER PUMPING UNITS

PART 1 -- GENERAL

1.1 DESCRIPTION

A. Design, furnish, factory test, and deliver vertical turbine recycled water pumps with inverter duty motors complete, including appurtenances, as indicated and specified. New motors and pumps will replace existing motors and pumps at two irrigation pump station facilities owned and operated by the City of Santa Rosa. The three vertical turbine pumps shall be custom fabricated to match the existing bases or sole plates, and the pump discharge heads’ centerlines shall match the centerlines of the existing discharge piping at each location.

1.2 RELATED WORK

A. Others will design, furnish and install electrical enclosures, equipment, controls, variable speed motor drives, conduit and conductors under a separate contract.

B. Others will furnish and install the fittings, gate valves, air release valves, thrust restraint, pipe and appurtenances for mechanical connections to the existing pump discharge piping under a separate contract.

1.3 SYSTEM

A. A total of three (3) new inverter duty motors and pumping units will be installed at two existing pump station complexes in the City of Santa Rosa’s reclaimed wastewater irrigation pumping system to improve energy efficiency. The Meadowlane pumping complex, adjacent to the Llano Road treatment facility, pumps recycled wastewater for irrigation use into its distribution system. The Rohnert Park pump station is an irrigation booster station that serves landscape and agricultural users in the vicinity of Rohnert Park. 1. The Meadowlane pumping complex was constructed in the mid 1970s. All pump motors at

the Meadowlane facility are currently fixed speed. An existing 150 HP fixed speed vertical turbine pumping unit will be replaced with a 200 HP inverter duty motor and vertical turbine pump at E Station (Pump EB2), and an existing 150 HP fixed speed pumping unit will be replaced with a 30HP inverter duty motor and vertical turbine pump at Pond B (Pump B1P).

2. The Rohnert Park pump station was constructed in 1994 and uses a combination of variable speed and fixed speed pumping units. However, the pumps in use are over sized for most of the flow demand. One of two existing 300 HP variable speed vertical turbine pumping units (Pump #2) will be replaced with a 75HP inverter duty motor and vertical turbine pump (Pump RP2).

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1.4 QUALITY ASSURANCE

A. Manufacturer shall be certified to the ISO 9001 standard for design and manufacture of vertical turbine and centrifugal pumps, and to the ISO 14001 standard for environmental management practices.

B. Performance Confirmation: Pump performance shall be guaranteed by the manufacturer to meet: 1) Rated Condition Range; and 2) Energy Efficiency Guarantee Points, as used to calculate life cycle electrical costs. If any pump fails to meet the acceptance criteria, it will be modified by the manufacturer until it meets the criteria.

1. Acceptance criteria for Rated Condition Range points: the pump shall deliver 97-103% of

Rated Head. 2. Acceptance criteria for Energy Efficiency Guarantee Points: For each pump, the average of

all three tested efficiencies must equal or exceed the average of all three guarantee efficiencies stated in the bid within one-tenth of one per cent absolute.

C. Field Tests in accordance with Part 3, Execution, of this section.

1.5 STANDARDS

A. American Water Works Association (AWWA) E103-07 effective August 1, 2008, and all standards stated therein as References.

B. Hydraulic Institute (HI) Vertical Pump Tests (ANSI/HI 2.6-2000). US units are to be used in all references to and applications of this standard.

C. Hydraulic Institute (HI) Centrifugal/Vertical Pump Intake Design (ANSI/HI 9.8)

D. National Electrical Manufacturer’s Association (NEMA) Standards Publication MG 1- 2003

E. National Electrical Manufacturer’s Association (NEMA) Standards Publication 250-2003

F. Society for Protective Coatings (SSPC) SSPC-SP 1, Solvent Cleaning

G. Society for Protective Coatings (SSPC) SSPC-SP 6, Commercial Blast Cleaning

1.6 SUBMITTALS

A. Complete fabrication and assembly drawings together with detailed specifications and data covering materials, parts, devices and accessories forming a part of the equipment furnished, shall be submitted in accordance with the submittals section. The data and specifications for each pumping unit shall not be limited to the following: 1. Name of manufacturer. 2. Type and model. 3. Design rotative speed. 4. Number of stages. 5. Type of bowl bearings. 6. Type of lineshaft bearings. 7. Size of shafting and type (shall be solid).

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8. Size of pump column. 9. Size of discharge outlet. 10. Height of discharge outlet to match centerline of existing discharge piping. 11. OD of pump bowls. 12. Data on shop coating preparation and application 13. Max overall dimensions. 14. Total Weight. 15. Complete performance curves showing capacity versus head, NPSH required, efficiency, and

bhp plotted scales consistent with performance requirements. Performance curves shall be furnished for both pump bowl performance and total pumping unit performance. Total pumping unit performance allowances include, but are not limited to: a. Hydraulic energy losses: entrance, pump column and discharge elbow b. Mechanical energy losses: bearings and seals c. Electrical to mechanical energy losses: driver efficiency

B. Adequate operation and maintenance information shall be supplied. Operation and maintenance manuals, a total of six are required, shall be submitted. The operation and maintenance manuals shall be in addition to any instruction or parts lists packed with, or attached to, the equipment when delivered. Operation and maintenance manuals shall including the following: 1. Equipment function, normal operating characteristics, and limiting conditions. 2. Assembly, installation, alignment, adjustment, and checking instructions. 3. Operating instructions for startup, routine, and normal operation, regulation and control,

shutdown, and emergency conditions. 4. Lubrication and maintenance instructions. 5. Guide to troubleshooting. 6. Parts lists and predicted life of parts subject to wear. 7. Outline, cross-section, and assembly drawings; engineering data; and wiring diagrams. 8. Test data and performance curves, where applicable.

C. Factory motor and pump test protocol. Include: 1. Published standards to be followed. 2. Measurements to be made. 3. Calibration dates of measurement devices. 4. Full speed corresponding efficiency point flow and head for the Minimum Flow of the Rated

Condition Range. See Factory Testing in Part 2.

D. Factory motor and pump test results. Data to be supplied as stated herein and in ANSI/HI 2.6-2000.

E. Mechanical drawings and specifications for custom pump heads. 1. Complete plans - drawings and specifications – detailing the custom fabricated bases, sole

plates (where applicable) and discharge heads for each of the three vertical turbine pumps. The centerline of the discharge elbow for each of the vertical turbine pumps shall be fabricated to align with the centerline of the existing discharge piping. The bases shall be fabricated so the pumps can be placed in the existing locations without structural modifications. Custom pump head and sole plate design submittals shall be approved by the Engineer prior to fabrication.

2. Plans are to be certified by a registered mechanical engineer licensed in California.

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PART 2 -- PRODUCTS

1.0 MANUFACTURERS

The three vertical turbine pumping units shall be manufactured by: Weir Floway, Pentair Pump Group, Peerless Pump, Flowserve, or equivalent.

EB2 - Model 24MA (1st Stage 18HH/HC) as manufactured by Peerless, or Model 22BKH as manufactured by Weir Floway, or Model 26EMH as manufactured by Flowserve, or approved equivalent

B1P - Model M14HXB as manufactured by Peerless or Model 15DKH as manufactured by Weir Floway, or Model 17ETML as manufactured by Flowserve, or approved equivalent

RP2 - Model M12LD as manufactured by Peerless or Model 11JKM as manufactured by Weir Floway, or Model 12EML as manufactured by Flowserve, or approved equivalent

1.1 PUMPS

A. Three vertical turbine pumping units will be furnished: 1. EB2 – will replace a 150 HP Vertiline fixed speed vertical turbine pumping unit at

Meadowlane EB group 2. B1P – will replace a 150 HP Vertiline fixed speed vertical turbine pumping unit at

Meadowlane B Pond 3. RP2 – will replace a 300 HP Peerless variable speed vertical turbine pumping unit (#2) at

Rohnert Park

B. Rated Condition Range 1. All three vertical turbine pumps will use variable speed to maintain a constant discharge

pressure setpoint as flow demands vary. The Manufacturer will guarantee a total head and variable speed flow range of each vertical turbine pump as follows:

Pump Total Head, ft

Minimum Flow, GPM

Maximum Flow, GPM

EB2 50 1500 7100 B1P 34 1000 2400 RP2 182 300 1000

2. These heads and flows shall be within the manufacturer’s Allowable Operating Region

(AOR) of the pumps. 3. The head vs. flow curve at all speeds and conditions within the Rated Condition Range will

always have a negative slope. There can be only one flow rate the pump will deliver at any given speed and head.

4. The speed at Minimum Flow shall be greater than 50% design full speed of the driver. 5. The speed at Maximum Flow shall not exceed 100% of the design full speed of the driver

(that is, the speed at 60 Hz frequency).

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C. Recommended Best Efficiency Point (BEP) Location (Pump Design Point) 1. The pumps will operate at significantly reduced speed most frequently, and to maximize

operating efficiency, the best efficiency point is recommended to be located at the following full speed flow and total head:

Pump Flow at BEP, gpm

Total Head at BEP, ft

EB2 4700 113 B1P 1900 45 RP2 750 306

2. The Manufacturer may adjust the BEP head and flow values depending on pump

characteristics to maximize energy efficiency performance at the efficiency guarantee points.

D. Exceptional Condition Range 1. Pump head will vary due to changing suction head, fluctuations in demand, and the need for

operations flexibility. The pumps must be able to operate within the range of pump head below, by adjusting speed if necessary, and stay within the pump’s AOR.

Pump Extreme Low

Total Head, ft Extreme High Total Head, ft

EB2 35 60 BP1 19 46 RP2 155 215

E. Net Positive Suction Head Required (NPSHR) 1. The pumps must be designed to operate throughout the Rated Condition Range with the Net

Positive Suction Required never exceeding the following Net Positive Suction Head Available:

Pump Net Postive

Suction Head Available, feet

EB2 34 B1P 31 RP2 79

F. Minimum BEP Pump Bowl Efficiency 1. Each pump will have a design minimum bowl efficiency at its Best Efficiency Point (BEP)

as follows: Pump BEP Design

Minimum Bowl Efficiency, %

EB2 82 B1P 78 RP2 79

G. Vertical Turbine Pumping Units Overall Efficiency Guarantee Points 1. These pumps are being installed for the express purpose of improving the energy efficiency

in the pump stations. Therefore, the overall energy efficiency (wire-to-water) for the vertical

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turbine pumps will be guaranteed in the manufacturer’s bid form at three specific flows (Efficiency Guarantee Points) for each pump.

2. The Efficiency Guarantee Points will be verified in factory tests. The guarantee points are defined at, and tests will be performed at, full speed (60 Hz).

3. Each guarantee point has an associated target efficiency (wire-to-water). These target efficiencies are used to calculate an adjustment to the bid price, solely for the purpose of accounting for future pumping energy costs in the bid selection process. The target efficiencies represent typical efficiencies for standard design vertical turbine pumping units.

4. Where the average of the three guaranteed efficiencies are better than the average target efficiencies, the bid price will be decreased for the purpose of bid selection; if they exceed the target efficiencies, the bid price will be increased.

5. The efficiency guarantee points, and target efficiencies, for each pump are as follows:

Low Flow Guarantee Point Mid Flow Guarantee Point High Flow Guarantee Point Pump GPM Target Eff. GPM Target Eff. GPM Target Eff. EB2 3000 61% 4700 74% 7000 49% B1P 1400 64% 1900 68% 2200 63% RP2 400 62% 750 73% 900 66%

H. Impeller size 1. Each vertical turbine pump will meet its rated conditions with less than full size impellers for

the pump bowls furnished. At least a 20% increase in total head at Rated Condition Range Maximum and Minimum flows will be available with full size impellers in place of furnished impellers. For multistage pumps, some impellers may be full size, but there must still be a minimum 20% increase in head available by increasing all furnished impellers to full size.

I. Maximum Motor HP 1. The Motor HP of each pump shall not exceed the following, to conform to the electrical

power supply design: Pump Maximum

Motor HP EB2 200 B1P 30 RP2 75

J. Pumping Unit Noise Level: 1. The integrated pumping units shall not exceed 75 dba at any flow and head, as measured in

the Factory Test.

1.2 PUMP CONSTRUCTION – VERTICAL TURBINE PUMPING UNITS (EB2, B1P, RP2)

A. Pump design and construction shall be in accord with AWWA E103-07 unless noted otherwise herein.

B. Water velocity shall not exceed 10 feet/second in the pump column at Rated Condition Range Maximum Flow.

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C. Materials of Construction 1. Pump Bowls Cast Iron 2. Impellers Bronze (ASTM B584) 3. Bowl Assembly Shaft 416 SS 4. Bowl Bearings Bronze 5. Collets 316 SS 6. Bowl Bolting 316 SS 7. Bowl Wear Rings Do Not Include 8. Impeller Wear Rings Bronze 9. Strainer 304 Stainless Steel 10. Column Pipe Thickness Schedule 40 11. Column Bolting 316 SS 12. Line Shaft 416 SS 13. Line Shaft Couplings 416 SS 14. Line Shaft Sleeves 304 Stainless Steel 15. Line Shaft Bearings Styrene Butadiene Rubber (SBR) 16. Bearing Retainers Ductile Iron or Bronze 17. Discharge Head Custom Fabricated Steel 18. Sole Plate Fabricated Steel 19. Name Plate Stainless Steel

D. Pump Construction Options 1. Mechanical Seals:

a. Cartridge type, requiring no field assembly, other than insertion into the pump. b. Metal parts shall be type 316 or 316L stainless steel. c. Springs shall be Hastelloy C. d. Rotary faces shall be tungsten carbide, carbon, or silicon carbide. e. Stationary faces shall be ceramic, tungsten carbide, or silicon carbide. f. Furnish API Plan 13 Seal Flush piping. g. Provide seal leakage collector with a ½-inch tapped drain opening.

2. Flanged Pump Columns 3. Discharge head constructed of fabricated steel with a minimum 3-piece mitered elbow. 4. Suction barrel fitted with anti-rotation vanes. 5. All bearings shall have L-10 rating life of 100,000 hours. All rotating parts shall be

accurately machined and shall be in as nearly perfect rotational balance as possible.

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E. Coatings: 1. Provide fusion bonded, NSF-61 approved, epoxy coatings on pump bowls and column

interior and exterior, below base plate exterior surfaces, and discharge head waterways. 2. Coat all other exposed, non-galvanized ferrous metal surfaces above the base plate,

including the base plate, in the shop prior to delivery to the site with the following paint system: a. Surface Preparation: Commercial Blast Cleaning (SP 6) b. Materials: Rust-Inhibitive Primer/Acrylic Emulsion

Application Material Cover, MDFTPC

Primer Rust-Inhibitive Primer 3 mils

Intermediate Acrylic Emulsion 2 mils

Finish Acrylic Emulsion 2 mils

c. Standard of Quality: Tnemec Primer, Series 88-HS; Tufcryl, Series 28; or equal d. Finish Color: Selected by Owner from color charts.

3. Pretreatment of Galvanized Metal Surfaces: Galvanized surfaces shall be solvent cleaned in accordance with SSPC-SP-1, “Solvent Cleaning”. Apply one pretreatment coat of Tnemec Exopoxoline II, Series N69-1211, to a dry film thickness of 3 mils; and two coats of semi-gloss, acrylic emulsion, Tnemec Tufcryl, Series 29; or equal.

F. Accessories: 1. Provide lifting lugs, coupling guards, and stainless steel identification name plate. Exposed

moving parts shall be provided with OSHA approved guards. Guards shall be 14 gauge expanded stainless steel designed for visual inspection of moving parts and ease of removal.

2. Spare Parts, for each pump: a. 1 set of bowl and discharge case bearings b. 1 set of line shaft bearings c. 1 complete mechanical seal rebuild kit d. 1 set of wear rings e. 2 sets of all gaskets and o-rings f. 1 full set of Manufacturer’s special tools which are necessary for replacement of parts

and equipment, and adjustment of the equipment.

1.3 OPERATING CONDITIONS

A. All pumps will pump tertiary treated wastewater from the City of Santa Rosa Laguna Wastewater Treatment Plant. 1. Water temperature varies between 50 F and 70 F. 2. UV disinfection is used, so no chlorine residual is present. 3. EB2 and B1P pumps draw from storage ponds, where aquatic life (fish, amphibians) may be

present, so strainers are required on these pump intakes. RP2 is in a booster pump station, but will also be fit with a strainer to protect it from accidentally introduced debris. Aside from aquatic life, only small solids (1/8” maximum) are present at low concentration, such as algae and duckweed.

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B. Altitude – the bases of all pumps are located between 80 and 100 feet relative to mean sea level.

C. Environment – All pumps are located outdoors with no sun, rain, or wind protection. Ambient temperature varies between 25 and 110 F.

D. Non-potable water – the materials requirements of AWWA E107 pertaining strictly to potable water pumps do not apply.

1.4 VERTICAL TURBINE PUMPING UNITS FACTORY TESTING

A. The Rated Condition Range and Efficiency Guarantee Points conformance shall be demonstrated in factory tests in accordance with ANSI/HI 2.6. 1. The tests shall be performed with assembled motor and pumps. 2. To accommodate existing factory test pits, pump column length may be modified. However,

Manufacturer will correct head and efficiency results for missing fluid friction with shorter test pump column. Manufacturer will submit for approval the calculation procedure for these corrections, if needed, as part of the pump testing protocol.

3. Open suction is permissible. 4. Rated Condition Range conformance is based on total pump head, including entrance loss,

pump column fluid friction, and discharge elbow fluid friction. 5. Efficiency calculation for conformance of Efficiency Guarantee Points as bid is based on

overall pump and driver (“wire-to-water”) efficiency. 6. To verify conformance with the Minimum Flow of the Rated Condition Range, the pump

will be tested at full speed (corresponding to 60 Hz driver frequency) at the corresponding efficiency point of the pump will operate at reduced speed to achieve Minimum Flow when installed. The full speed corresponding efficiency point is that point where efficiency at reduced speed and full speed are equal, and lie on the same side of the BEP of the H-Q curve. The measured flow and head at full speed will be corrected by the Affinity Laws to verify the pump has met the required Minimum Flow of the Rated Condition Range. In the submittal of the factory testing protocol, the Manufacturer will calculate the full speed corresponding efficiency point flow and head for the Minimum Flow of the Rated Condition Range.

B. NPSHR testing is required only if the stated NPSHR is within 3 feet or less of the NPSHA requirement.

C. Mechanical tests are required.

D. Noise Measurements: 1. Noise will be measured by a calibrated instrument placed 25 feet from the pump, 5 feet

above the level of the base plate. 2. Noise will be measured and recorded at each test flow and head for each pump.

E. Assembled pumps shall receive a factory hydrostatic test in accordance with ANSI/HI 2.6

F. Testing will be witnessed. Owner will bear the cost of witnessing the tests.

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1.5 CUSTOM PUMP HEADS FOR VERTICAL TURBINE PUMP REPLACEMENT

A. The pumps replace existing pumps as follows:

New Pump Pump Station

Will Replace Existing Pump

EB2 Meadowlane EB Group

EB-2

B1P Meadowlane B Pond

B1P

RP2 Rohnert Park

#2 (300 HP)

B. Match existing pump bases: 1. EB2 and B1P pumps will replace existing Vertiline vertical turbine pumps, and RP2 pump

will replace an existing Peerless vertical turbine pump. Manufacturer will custom design new pump discharge heads to fit existing sole plates and/or concrete pads without requiring structural modifications to the pads. Specifically: a. For the EB2 pump, Manufacturer may elect to either 1) exactly match the new pump

base to the existing sole plate, or 2) furnish a new sole plate that will match the existing concrete pad and its anchor bolts.

b. For the B1P pump, there is no existing sole plate. The manufacturer shall provide a new sole plate to match the existing anchor bolts.

c. For the RP2 pump, the existing sole plate is welded to the pump can. The RP2 pump base will be designed to exactly match the existing #2 pump sole plate.

2. Manufacturer will verify the dimensions in the field to design the bases and/or sole plates.

C. Pump Column Lengths: EB2 and B1P Pumps 1. The pump column lengths will be customized to the existing wet wells to:

a. Provide the clearance from the bottom of the strainer to the wetwell floor as stated in the table below.

b. Maintain minimum submergence of the pump bowls at the minimum water depth, as shown in the table below.

c. Manufacturer will verify the dimensions in the field to design the column lengths.

New Pump Vertical Distance, Top of Sole Plate to Floor of Wetwell

Minimum Water Depth, from Floor of Wetwell

Clearance with New Pump, from Bottom of Strainer to Floor of Wetwell

EB2 21’ 10” 9’ 2-3” B1P 16’ 2-1/2” 7’ 6” 2-3”

D. Pump Column Length: RP2 Pump 1. The pump column length will be customized to the existing wet wells to:

a. Provide the clearance from the bottom of the strainer to the wetwell floor as shown in the table below.

b. Manufacturer will verify the dimensions in the original drawings to design the column lengths.

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New Pump Vertical Distance,

Top of Sole Plate to Floor of Pump Can

Clearance with New Pump, from Bottom of Strainer to Floor of Pump Can

RP2 22’ 7” 2-3”

E. Adapt to existing discharge piping. The Manufacturer will customize the pump discharge heads to mate with the existing discharge piping. 1. The discharge centerline elevations of each installed pump will match the centerline

elevations of the existing discharge pipes. 2. The approximate distances from the bottom of the existing base plates to the centerlines of

the discharge piping are as follows: New Pump Approximate. Vertical

Distance, Bottom of Base Plate to Discharge Centerline, Inches

EB2 40” B1P 30” RP2 15”

3. The Manufacturer will measure the exact dimensions in the field and design the pump heads accordingly.

4. The furnished EB2 pump discharge head flange will use the same flange size and type as the existing EB2 pump. The discharge flange face will be the same distance from the vertical centerline of the pump as the existing EB2 pump, so no modification of the existing discharge piping will be required. Manufacturer will verify the dimensions in the field.

5. The B1P pump discharge head centerline will allow for the inclusion of a new sole plate, which will elevate the base of the new pump above the existing pump base by the thickness of the new sole plate.

1.6 ELECTRIC MOTORS – VERTICAL TURBINE PUMPING UNITS

A. Drivers for the vertical turbine pumping units will be electric motors. Variable Frequency Drives (furnished by others) will supply power to the pumping units. 1. The electric motors shall be inverter duty built in accordance with NEMA MG 1. They shall

be fully compatible with ABB Series 550 or Allen Bradley PowerFlex 400 type 22C variable speed drives. Each pump will be supplied with a vertical, heavy-duty, solid shaft, squirrel cage induction motor rated for 3 phase, 480 volt, 60 Hz

2. Motors shall be Premium Efficiency as defined by NEMA Standards Publication MG 1- 2003.

3. Motors will have a 1.15 service factor. 4. Motors will be sized to operate the pumps at any point in the Rated Condition Range without

entering into the service factor. 5. The motor top shaft shall be provided with a nonreversible ratchet device which prevents

backspin of the pump. 6. Motors with frame sizes 182 and larger shall have cast iron frames and end shields. Motors

shall be provided with condensation drain holes. Frame sizes 286 and larger shall have an automatic breather/drain device provided in the drain hole.

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7. Motors will be TEFC design, severe duty, and have the following additional features: a. Internal and external finish of rust resistant primer and two coats of epoxy paint, with

the MDFTPC of the primer coat at 3 mils and the epoxy paint at 2 mils. b. Corrosion-resistant plastic fans. c. Stainless steel hardware. d. Epoxy encapsulated windings.

8. Conduit boxes will be NEMA 4 rated, as defined by NEMA Standards Publication 250- 2003. Conduit boxes shall be cast iron and provided with threaded hubs. Motors shall be furnished with neoprene gaskets at the base of the conduit box and between the halves of the conduit box. Motors shall have UL listed clamp type grounding lug located within the box for the raceway ground connection. Separate gasketed conduit boxes shall be provided for devices such as heaters and temperature sensors. Conduit box finish shall match that of motor. Motor leads into the box shall have the same insulation class as the windings and shall have identification marks. Leads shall be sealed with a non-wicking, non-hygroscopic insulation. Solderless terminal connections shall be furnished on all leads. A grounding lug shall be provided in all motor conduit boxes. Manufacturer will note the conduit sizes for the existing supply conduits at each pump location and size the conduit boxes accordingly.

9. Motors will be designed for continuous operation at full speed and output. 10. Motors will have Class F insulation and be rated to operate at maximum ambient

temperatures of 40 C, without exceeding Class B temperature rise limits stated in ANSI/NEMA MG 1-12.42.

11. Motors will have a removable eyebolt or have lifting lugs as an integral part of the frame. 12. Motors shall be provided with integral embedded winding temperature RTD sensors to

protect the motor from overheating. These sensors will be compatible with the existing temperature sensing and thermal protection system hardware in the MCCs. The Manufacturer will verify the current thermal protection system to insure compatibility.

13. Motors shall be furnished with space heaters with wattage sufficient to elevate the windings and bearings 10 F above ambient temperature. The heater voltage and wattage shall be embossed or stamped on the motor nameplate. Space heaters shall be cartridge or flexible wrap-around type installed within motor enclosure adjacent to core iron. Space heaters shall be thermostatically controlled to operate only when motors approach a temperature where condensation could occur.

1.7 ENGINEERED ANALYSIS – VERTICAL TURBINE PUMPING UNITS

A. The vertical turbine units shall be designed to safely operate free of resonant frequency. A natural frequency analysis of the head plus column, motor stand (if applicable), and electric motor shall be performed by a licensed Professional Engineer licensed in California using Finite Element Analysis (FEA) software. A report shall be provided with the submittal showing that the natural frequencies and mode shapes of the pump and motor have been considered in the design of the pumping system, and certify that the critical frequency is at least 20% above or below the speed operating range required to meet the Rated Condition Range.

1.8 WARRANTY

A. Manufacturer shall provide the Owner a warranty of at least one (1) year on parts and labor in writing. The warranty shall also cover trouble-shooting and repair, including travel time and related expenses. Warranty services shall be provided within five (5) working days upon verbal (telephone call) notification from the Owner. Warranty period shall start upon satisfactory completion of the 7-day operational test.

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PART 3 – EXECUTION

1.9 SHIPPING

A. Ship pumping units assembled except where partial disassembly is required by transportation regulations or for protection of components.

B. Prior to shipment, the Manufacturer will, on each of the vertical turbine pumping units, install three recording accelerometers: 1) on the middle of the electric motor, 2) on the casing midway between the motor and the pump bowls, and 3) on the middle of the pump bowls. The Manufacturer will secure the accelerometers with a tamper indicating wire and seal or equivalent, digitally photograph the installed accelerometers prior to shipping, and email the photographs to the Engineer.

1.10 RECEIVING

A. The Manufacturer will assume responsibility for equipment, material, and spare parts just before unloading from carrier at site. The Owner will unload the pumps in a designated staging area at each of the two pump station job sites. The Manufacturer will contact the Owner ten business days before delivery with a firm delivery date.

B. Inspect and inventory items upon delivery at job site. Verify the accelerometers have not been tampered with or compromised during shipment. Report the accelerometer readings to the Owner. Any recorded acceleration in excess of 3 times gravitational force (3 g’s) will be evidence that shipping damage may have occurred. Any pumping unit that has received more than 3 g’s acceleration at any point will be disassembled and completely evaluated for mechanical soundness at the Manufacturer’s expense. The Owner will establish the exact evaluation process. Mechanical evaluation will include, but not be limited to: 1. Verify that all impeller and bowl clearances are within factory tolerances, and impellers run

true within the bowls upon manual rotation. 2. Verify that the motor shaft is straight, and motor rotor turns freely and true upon manual

rotation. 3. Verify that the pump lineshaft is straight and within factory tolerances, and the lineshaft

turns freely and true upon manual rotation. 4. Verify that the motor to lineshaft coupling has not been damaged. 5. Verify that all bearings, wear plates, and seals are in the original condition, and show no

visible damage. 6. Disassemble the pump column and verify the column sections are straight, and the

connecting flanges and seals are undamaged and remain within factory tolerances. A complete report of findings will be provided to the Owner. In the event of a dispute between the Owner and the Manufacturer concerning evidence of damage and/or the extent of repairs, a qualified and disinterested third party will review the findings and make the determination of the extent of repairs needed to restore the motor and pump to its original condition. The cost of any corrections needed to restore the equipment to the original specifications will be borne by the Manufacturer. The Owner will withhold final payment until the Owner is satisfied the pump is restored to its original condition.

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1.11 MANUFACTURER’S FIELD QUALITY CONTROL

A. An experienced, competent, and authorized representative of the manufacturer shall visit the site of the work and inspect, check, adjust if necessary, and approve the equipment installation. The representative shall be present when the equipment is placed in operation, and shall revisit the job site as often as necessary until all trouble is corrected and the equipment installation and operation are satisfactory in the opinion of ENGINEER.

B. The equipment manufacturer shall furnish a qualified field installation supervisor during the equipment installation. Such services shall be included in the contract price for the number of days and round trips to the site as required. At a minimum, one eight hour day will be provided at each of the two pump stations.

C. The manufacturer’s field installation supervisor shall furnish a written report certifying that the equipment has been properly installed and lubricated; is in accurate alignment; is free from any undue stress imposed by connecting piping or anchor bolts; and has been operated under full load conditions and that it operated satisfactorily.

D. Manufacturers’ installation supervisor shall observe, instruct, guide, and direct the installing contractor’s erection or installation procedures. The equipment manufacturer will be provided with written notification 10 business days prior to the need for such services.

E. The Manufacturer shall provide a qualified trainer for both operations and maintenance procedures instruction once installation is complete. A minimum of one eight hour day will be provided.

F. All costs of these services shall be included in the contract price for the number of days and round trips to the site as required.

1.12 FIELD ACCEPTANCE TESTING

A. Once the Manufacturer has completed the field quality control of the installed motor and pumps, complete mechanical testing, as described in ANSI/HI 2.6-2000, will be performed. 1. The motor and pumps will be operated over the complete speed range required to meet the

Rated Condition Range, insofar as it is practical for the operations staff to do so at the time of testing.

2. Vibration shall not exceed 2.5 mils peak-to-peak at any speed while the pump is operating within the Preferred Operating Range, when measured at the top of the pump motor. Vibration shall not exceed 3 mils peak-to-peak at any speed or condition required to meet the Rated Condition Range. Hand held instruments may be used for these vibration measurements.

B. Once the mechanical testing is successfully completed, the Manufacturer shall provide a written certification of proper installation. The final part of the field acceptance testing will be a 7-day operational test by the Owner’s staff. The Manufacturer will provide technical support as requested via telephone, and if telephone support does not resolve any issues satisfactorily and timely, by a site visit at the Manufacturer’s expense. 1. For successful completion of the 7-day operational test, the Owner will be able to operate the

system continuously during the test. The Owner may, at his discretion, simulate the entire Rated Condition Range and Exceptional Condition Range to observe the pumps’ response.

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2. If failure occurs, and in the opinion of the Owner, the failure is minor and easily corrected, the Owner will continue the testing. If, in the opinion of the Owner, the failure causes operational difficulties, the Owner will stop the 7-day test and if necessary shut down for repair. The Owner’s decision to stop the 7-day test shall be final.

3. Mechanical failures, revealed during the 7-day operational test, will be corrected by the Manufacturer at their expense.

4. At the discretion of the Owner, a third party will be engaged under separate contract to attach recording vibration meters to the pumps at the top of the motors for the duration of the 7-day operational test. Vibration shall not exceed 2.5 mils peak-to-peak at any speed while the pump is operating within the Preferred Operating Range. Vibration shall not exceed 3 mils peak-to-peak at any speed or condition required to meet the Rated Condition Range or Exceptional Condition Range. Failure to meet vibration limits will require repair by the Manufacturer (including cost of pump removal and replacement if needed).

5. Once any mechanical or vibration failures are corrected, the 7-day operational test will be re-started.

6. Successful completion of the 7-day operational test marks the commencement of the motor and pump warranty period.

END OF SECTION

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