Technical_appendices.pdf
PDF 13 MB Posted
- Attached to
- Carlton Wellfield Improvements- 16 Wells
- Solicitation number
- 262906RM
- Issued by
- Sarasota County, Siesta Key CDP, Florida
About this file
This technical appendices document supports the Carlton Wellfield Improvements project for well rehabilitation services in Florida. The project encompasses rehabilitation work for 16 production wells operated by the County. The appendices provide technical specifications, engineering standards, and detailed requirements necessary for contractors to develop comprehensive bids. These supporting documents establish the technical parameters and performance standards that bidders must address in their proposals, ensuring that all submitted bids meet the County's engineering and operational requirements for the wellfield improvements.
The technical appendices serve as binding reference materials that clarify construction methodologies, equipment specifications, water quality testing protocols, and rehabilitation procedures specific to the 16 wells. Contractors must incorporate the technical requirements outlined in these appendices into their bid submissions and project execution plans. The appendices establish baseline conditions, testing standards, and performance metrics that will govern contract performance and final acceptance of the completed well rehabilitation work.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TECHNICAL
APPENDICES
Figures:
Existing Conditions
APPENDIX A
EXISTING SITE CONDITIONS
Note: The technical documents are based on site conditions observed at the time they were prepared.
Actual site conditions may vary. It is the responsibility of each bidder to visit the site, verify existing conditions, and include all necessary labor, materials, and costs associated with those conditions in their bid.
Figure 1. Production Wells Location and Main Access Roads.
Figure 2. Production Well SP21 Above Ground Piping
Figure 3. Production Well SP22R Above Ground Piping
Figure 4. Production Well STP23 Above Ground Piping
Figure 5. Production Well STP24 Above Ground Piping
Figure 6. Production Well SP25 Above Ground Piping
Figure 7. Production Well TP26 Above Ground Piping
Figure 8. Production Well TP27 Above Ground Piping
Figure 9. Production Well TP29 Above Ground Piping
Figure 10. Production Well TP30 Above Ground Piping
Figure 11. Production Well TP31 Above Ground Piping
Figure 12. Production Well TP32 Above Ground Piping
Figure 13. Production Well TP33 Above Ground Piping
Figure 14. Production Well TP38 Above Ground Piping
Figure 15. Production Well TP39 Above Ground Piping
Figure 16. Production Well 59 Above Ground Piping
Figure 17. Production Well 60 Above Ground Piping
APPENDIX B
EXISTING FLOOD ZONE
CONDITIONS
Note: The technical documents are based on site conditions observed at the time they were prepared.
Actual site conditions may vary. It is the responsibility of each bidder to visit the site, verify existing conditions, and include all necessary labor, materials, and costs associated with those conditions in their bid.
N
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
NOTES TO USERS
For information and questions about this Flood Insurance Rate Map (FIRM), available products associated with this FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or the National Flood Insurance Program (NFIP) in general, please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website at https://msc.fema.gov.
Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained directly from the website.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as the current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed above.
For community and countywide map dates, refer to the Flood Insurance Study Report for this jurisdiction.
To determine if flood insurance is available in this community, contact your Insurance agent or call the National Flood Insurance Program at 1-800-638-6620.
Basemap information shown on this FIRM was provided in digital format by USDA, Farm Service Agency (FSA).
This information was derived from NAIP, dated April 11, 2018.
SCALE
Map Projection:
GCS, Geodetic Reference System 1980;
Vertical Datum: No elevation features on this FIRM
Panel Contains:
MAP NUMBER
EFFECTIVE DATE
COMMUNITY NUMBER PANEL
PANEL 265 OF 460
0 1,000 2,000 3,000 4,000500 Feet
0 210 420 630 840105 Meters
This map was exported from FEMA's National Flood Hazard Layer (NFHL) on 5/6/2025 4:23 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. For additional information, please see the Flood Hazard Mapping Updates Overview Fact Sheet at https://www.fema.gov/media-library/assets/documents/118418
This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap accuracy standards. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date.
SARASOTA COUNTY 125144 0265
12115C0265F
November 04, 2016
For information about the specific vertical datum for elevation features, datum conversions, or vertical monuments used to create this map, please see the Flood Insurance Study (FIS) Report for your community at https://msc.fema.gov
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP
FOR DRAFT FIRM PANEL LAYOUT
OTHER
FEATURES
FLOOD HAZARD INFORMATION
Without Base Flood Elevation (BFE) Zone A, V, A99
With BFE or Depth Zone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X
Future Conditions 1% Annual Chance Flood Hazard Zone X
Area with Reduced Flood Risk due to Levee See Notes Zone X
Area with Flood Risk due to Levee Zone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline Profile Baseline Hydrographic Feature
Base Flood Elevation Line (BFE)
Limit of Study Jurisdiction Boundary
Effective LOMRs
GENERAL
STRUCTURES
OTHER AREAS
OTHER AREAS OF
FLOOD HAZARD
SPECIAL FLOOD
HAZARD AREAS
B 20.2
1 inch = 1,000 feet 1:12,000
82°22'30.87"W 27°11'28.2"N
82°18'44.16"W 27°7'16.84"N
N
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
NOTES TO USERS
For information and questions about this Flood Insurance Rate Map (FIRM), available products associated with this FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or the National Flood Insurance Program (NFIP) in general, please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website at https://msc.fema.gov.
Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained directly from the website.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as the current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed above.
For community and countywide map dates, refer to the Flood Insurance Study Report for this jurisdiction.
To determine if flood insurance is available in this community, contact your Insurance agent or call the National Flood Insurance Program at 1-800-638-6620.
Basemap information shown on this FIRM was provided in digital format by USDA, Farm Service Agency (FSA).
This information was derived from NAIP, dated April 11, 2018.
SCALE
Map Projection:
GCS, Geodetic Reference System 1980;
Vertical Datum: No elevation features on this FIRM
Panel Contains:
MAP NUMBER
EFFECTIVE DATE
COMMUNITY NUMBER PANEL
PANEL 270 OF 460
0 1,000 2,000 3,000 4,000500 Feet
0 210 420 630 840105 Meters
This map was exported from FEMA's National Flood Hazard Layer (NFHL) on 5/6/2025 4:21 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. For additional information, please see the Flood Hazard Mapping Updates Overview Fact Sheet at https://www.fema.gov/media-library/assets/documents/118418
This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap accuracy standards. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date.
SARASOTA COUNTY 125144 0270
12115C0270F
November 04, 2016
For information about the specific vertical datum for elevation features, datum conversions, or vertical monuments used to create this map, please see the Flood Insurance Study (FIS) Report for your community at https://msc.fema.gov
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP
FOR DRAFT FIRM PANEL LAYOUT
OTHER
FEATURES
FLOOD HAZARD INFORMATION
Without Base Flood Elevation (BFE) Zone A, V, A99
With BFE or Depth Zone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X
Future Conditions 1% Annual Chance Flood Hazard Zone X
Area with Reduced Flood Risk due to Levee See Notes Zone X
Area with Flood Risk due to Levee Zone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline Profile Baseline Hydrographic Feature
Base Flood Elevation Line (BFE)
Limit of Study Jurisdiction Boundary
Effective LOMRs
GENERAL
STRUCTURES
OTHER AREAS
OTHER AREAS OF
FLOOD HAZARD
SPECIAL FLOOD
HAZARD AREAS
B 20.2
1 inch = 1,000 feet 1:12,000
82°18'45.87"W 27°11'28.2"N
82°14'59.16"W 27°7'16.84"N
APPENDIX C
PRELIMINARY PUMP SIZING
REPORT
Note: Preliminary selections are offered for information only.
Refer to specification section 11145 - Submersible vertical turbine well pumps for pump model numbers, materials of construction, and duty conditions. Bidders are encouraged to perform final pump selection and vendor coordination.
Well SP21 - Goulds 9RCLC-1
PERFORMANCE CURVE
Quote ID: 9001-250515-014:0:1 QTY: 1 VIS-BATM 9RCLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
PO Number
Serial Number
Curve & hydraulic data presented is nominal performance based on ANSI/HI 14.6 acceptance grade 1U.
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s discretion.
Specified Flow 757.00 USgpm Specified TDH 144.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 150.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 757.0 USgpm Min Flow (MCSF) 200.0 USgpm Design TDH (Bowl) 149.0 ft Design TDH (Disch Flange) 143.2 ft Design Pressure (Bowl) 64.5 psi Design Pressure (Disch Flange) 62.0 psi
Shut Off TDH (Bowl) 202.0 ft Shut Off TDH (Disch Flange) 197.0 ft Shut Off Pressure (Bowl) 87.4 psi Shut Off Pressure (Disch Flange) 85.3 psi Run Out Flow 1091.0 USgpm Run Out TDH (Bowl) 91.5 ft Run Out TDH (Disch Flange) 84.8 ft Run Out Pressure (Bowl) 39.6 psi Run Out Pressure (Disch Flange) 36.7 psi Bowl Efficiency at Design 79.60 % Best Efficiency 79.70 % BEP Flow 801.0 USgpm Design Flow % BEP 94.51 % Pump Efficiency 78.73 % Friction Loss at Design 0.80 ft Power at Design 35.8 Hp NOL Power 37.8 Hp Max Power (NOL) Flow 980.0 USgpm Recommended Power 40.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 16.1 ft NPSH Margin at Design 134.4 ft Actual Submergence -25.87 in Thrust K-Factor 4.9 lbpft Thrust at Design 880.0 lb Thrust at Shut Off 1183.5 lb Thrust at Run Out 548.0 lb Bowl Material 316SS Bowl Material Derate Factor 1.00 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 1.00 Total Head Derate Factor 1.00 Total Efficiency Derate Factor 1.00
SUBMITTAL
VIS-BATM 9RCLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5] Flow (USGPM) 0.0 757.0 1091.0 Best Efficiency 79.70 % at 801.0 USgpm TDH-Bowl (ft) 202.0 149.0 91.5 Design Flow % BEP 94.51 % TDH-Disch Flange ( ft) 197.0 143.2 84.8 Pump Efficiency 78.73 % Bowl Efficiency (%) - 79.60 68.20 Overall Efficiency 0.00 % Power (Hp) 22.1 35.8 36.9 NOL Power 37.8 Hp at 980.0 USgpm NPSHr (ft) [1] - 16.1 29.0 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 134.4 121.5 Thrust Load Power Loss 0.19879 Hp Hydraulic Thrust(lb) 1008.0 745.0 457.0 Total Flow Derate Factor 1.00 Thrust (lb) 1183.5 880.0 548.0 Total Head Derate Factor 1.00 Pressure-Bowl (psi) 87.4 64.5 39.6 Total Efficiency Derate Factor 1.00 Pressure-Disch Flange (psi) 85.3 62.0 36.7 Actual Submergence -25.87 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.80 1.67 Min Flow (MCSF) 200.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000 Column Elongation (Inch) 0.00000 0.00000 - Impeller Running Clearance 0.06 in Lateral (Inch) 0.06000 0.06000 -
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
OPERATING CONDITIONS
Specified Flow 757.00 USgpm Specified TDH 144.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 2.84 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 150.5 ft NPSHa at Grade 34.0 ft Well Diameter Over 20 in [508 mm] Casing Operational Design Constant Speed
FLUID CHARACTERISTICS
Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³
MATERIALS & DIMENSIONS
Bowl Data Bowl Material 316LSS Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 6 in [152.4 mm] Motor Adapter Bearing Vesconite Motor Adapter Material
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Impeller Trim 6.75 in Bowl Pressure Limit 830 psi Model Max Sphere Size 0.75 in Bowl Shaft Diameter 1 1/2 in [38.1 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 332.48 Hp Bowl Assembly Provided By Xylem
Bowl Specials
Column Data Column Type Threaded
Column Data Column Diameter 6 in [152 mm]
Vesconite
316LSS
OUTLINE DRAWING
Project
Tag
DIMENSIONS
E 9.81 in BL [Bowl Assembly Length] 28.13 in
PUMP DATA
Column Diameter 6 in [152 mm] Specified Flow 757.00 USgpm Specified TDH 144.00 ft Pumping Level 5.00 ft Motor Manufacturer Driver Type Submersible Motor Speed 3460 RPM Phase / Frequency
WEIGHTS
Total Bowl Weight 194 lbs
Motor Weight **Refer to Factory**
Total Weight **Refer to Factory**
NOTES
1 Total Pump Length ± 1.0 inch.
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate safety margin. The design has assumed the foundation to be rigid.
Well STP23 - Goulds 11CLC-1
Quote ID: 9001-250515-016:0:1 QTY: 1 VIS-BATM 11CLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 1444.00 USgpm Specified TDH 151.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 20.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 135.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 1444.0 USgpm Min Flow (MCSF) 306.0 USgpm Design TDH (Bowl) 157.0 ft Design TDH (Disch Flange) 136.0 ft Design Pressure (Bowl) 68.0 psi Design Pressure (Disch Flange) 58.9 psi
Shut Off TDH (Bowl) 268.0 ft Shut Off TDH (Disch Flange) 248.0 ft Shut Off Pressure (Bowl) 116.0 psi Shut Off Pressure (Disch Flange) 107.4 psi Run Out Flow 1666.0 USgpm Run Out TDH (Bowl) 126.0 ft Run Out TDH (Disch Flange) 104.7 ft Run Out Pressure (Bowl) 54.5 psi Run Out Pressure (Disch Flange) 45.3 psi Bowl Efficiency at Design 74.90 % Best Efficiency 77.10 % BEP Flow 1225.0 USgpm Design Flow % BEP 117.88 % Pump Efficiency 74.14 % Friction Loss at Design 0.97 ft Power at Design 76.4 Hp NOL Power 77.2 Hp Max Power (NOL) Flow 1623.0 USgpm Recommended Power 100.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 27.7 ft NPSH Margin at Design 107.8 ft Actual Submergence -205.74 in Thrust K-Factor 7.0 lbpft Thrust at Design 1319.3 lb Thrust at Shut Off 2228.0 lb Thrust at Run Out 1069.2 lb Bowl Material 316SS Bowl Material Derate Factor 1.00 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 1.00
VIS-BATM 11CLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5] Flow (USGPM) 0.0 1444.0 1666.0 Best Efficiency 77.10 % at 1225.0 USgpm TDH-Bowl (ft) 268.0 157.0 126.0 Design Flow % BEP 117.88 % TDH-Disch Flange ( ft) 248.0 136.0 104.7 Pump Efficiency 74.14 % Bowl Efficiency (%) - 74.90 68.60 Overall Efficiency 0.00 % Power (Hp) 48.0 76.4 77.2 NOL Power 77.2 Hp at 1623.0 USgpm NPSHr (ft) [1] - 27.7 33.4 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 107.8 102.1 Thrust Load Power Loss 0.30282 Hp Hydraulic Thrust(lb) 1931.0 1130.0 910.0 Total Flow Derate Factor 1.00 Thrust (lb) 2228.0 1319.3 1069.2 Total Head Derate Factor 1.00 Pressure-Bowl (psi) 116.0 68.0 54.5 Total Efficiency Derate Factor 1.00 Pressure-Disch Flange (psi) 107.4 58.9 45.3 Actual Submergence -205.74 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.97 1.30 Min Flow (MCSF) 306.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000 Column Elongation (Inch) 0.00000 0.00000 - Impeller Running Clearance 0.06 in Lateral (Inch) 0.06000 0.06000 -
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
OPERATING CONDITIONS
Specified Flow 1444.00 USgpm Specified TDH 151.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 8.22 ft Pumping Level 20.00 ft NPSHa at 1st Impeller 135.5 ft NPSHa at Grade 34.0 ft Well Diameter Over 20 in [508 mm] Casing Operational Design Constant Speed
FLUID CHARACTERISTICS
Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³
MATERIALS & DIMENSIONS
Bowl Data Bowl Material 316LSS Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 8 in [203.2 mm] Motor Adapter Bearing Vesconite Motor Adapter Material
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 7.56 in Bowl Pressure Limit 850 psi Model Max Sphere Size 0.88 in Bowl Shaft Diameter 1 11/16 in [42.9 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 488.21 Hp Bowl Assembly Provided By Xylem
Bowl Specials
Column Data Column Type Threaded Column Diameter 8 in [203 mm]
Column Data Column Assembly Provided By Customer
VIS-BATM 11CLC, 1 Stage
Project
Tag
E 11.50 in BL [Bowl Assembly Length] 28.26 in ML [Motor Length] 64.40 in MD [Motor Diameter] 8.00 in SS [Motor Shaft Stickup] 4.00 in SD [Motor Shaft Diameter] 1.50 in
Column Diameter 8 in [203 mm] Specified Flow 1444.00 USgpm Specified TDH 151.00 ft Pumping Level 20.00 ft Motor Manufacturer SME Echo Driver Type Submersible Selected Motor Power 100.00 Hp Motor Speed 3460 RPM Phase / Frequency 3 PH / 60 Hz Voltage 230/460 V
Total Bowl Weight 285 lbs Motor Weight 543 lbs Total Weight 828 lbs
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well STP24 - Goulds 11CLC-1
Quote ID: 9001-250515-017:0:1 QTY: 1 VIS-BATM 11CLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 1410.00 USgpm Specified TDH 160.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 150.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 1410.0 USgpm Min Flow (MCSF) 308.0 USgpm Design TDH (Bowl) 166.0 ft Design TDH (Disch Flange) 160.1 ft Design Pressure (Bowl) 71.9 psi Design Pressure (Disch Flange) 69.3 psi
Shut Off TDH (Bowl) 272.0 ft Shut Off TDH (Disch Flange) 267.0 ft Shut Off Pressure (Bowl) 117.7 psi Shut Off Pressure (Disch Flange) 115.6 psi Run Out Flow 1676.0 USgpm Run Out TDH (Bowl) 129.0 ft Run Out TDH (Disch Flange) 122.7 ft Run Out Pressure (Bowl) 55.8 psi Run Out Pressure (Disch Flange) 53.1 psi Bowl Efficiency at Design 76.10 % Best Efficiency 77.50 % BEP Flow 1232.0 USgpm Design Flow % BEP 114.45 % Pump Efficiency 75.37 % Friction Loss at Design 0.93 ft Power at Design 77.5 Hp NOL Power 78.8 Hp Max Power (NOL) Flow 1633.0 USgpm Recommended Power 100.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 27.0 ft NPSH Margin at Design 123.5 ft Actual Submergence -25.74 in Thrust K-Factor 7.0 lbpft Thrust at Design 1391.0 lb Thrust at Shut Off 2262.9 lb Thrust at Run Out 1090.1 lb Bowl Material CD4MCu Bowl Material Derate Factor 1.00 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 1.00
VIS-BATM 11CLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5] Flow (USGPM) 0.0 1410.0 1676.0 Best Efficiency 77.50 % at 1232.0 USgpm TDH-Bowl (ft) 272.0 166.0 129.0 Design Flow % BEP 114.45 % TDH-Disch Flange ( ft) 267.0 160.1 122.7 Pump Efficiency 75.37 % Bowl Efficiency (%) - 76.10 69.10 Overall Efficiency 0.00 % Power (Hp) 48.6 77.5 78.7 NOL Power 78.8 Hp at 1633.0 USgpm NPSHr (ft) [1] - 27.0 33.8 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 123.5 116.7 Thrust Load Power Loss 0.31916 Hp Hydraulic Thrust(lb) 1962.0 1193.0 928.0 Total Flow Derate Factor 1.00 Thrust (lb) 2262.9 1391.0 1090.1 Total Head Derate Factor 1.00 Pressure-Bowl (psi) 117.7 71.9 55.8 Total Efficiency Derate Factor 1.00 Pressure-Disch Flange (psi) 115.6 69.3 53.1 Actual Submergence -25.74 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.93 1.31 Min Flow (MCSF) 308.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000 Column Elongation (Inch) 0.00000 0.00000 - Impeller Running Clearance 0.06 in Lateral (Inch) 0.06000 0.06000 -
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
OPERATING CONDITIONS
Specified Flow 1410.00 USgpm Specified TDH 160.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 2.86 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 150.5 ft NPSHa at Grade 34.0 ft Well Diameter Over 20 in [508 mm] Casing Operational Design Constant Speed
FLUID CHARACTERISTICS
Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³
MATERIALS & DIMENSIONS
Bowl Data Bowl Material Impeller Material 316SS Bowlshaft Material
316LSS
Impeller Attachment Taper Lock Taperlock Material Carbon Steel Discharge Bowl Material Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 8 in [203.2 mm] Motor Adapter Bearing Vesconite Motor Adapter Material
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 7.63 in Bowl Pressure Limit 1200 psi Model Max Sphere Size 0.88 in Bowl Shaft Diameter 1 11/16 in [42.9 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 488.19 Hp Bowl Assembly Provided By Xylem
Bowl Specials
Column Data Column Type Threaded Column Diameter 8 in [203 mm]
Column Data Column Assembly Provided By Customer
316SS
Project
Tag
Specified Flow 1410.00 USgpm Specified TDH 160.00 ft Pumping Level 5.00 ft Motor Manufacturer Driver Type Submersible
Factory**
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well TP26 - Goulds 9RCLC-1
Quote ID: 9001-250515-021:0:1 QTY: 1
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 736.00 USgpm Specified TDH 131.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 150.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 736.0 USgpm Min Flow (MCSF) 189.0 USgpm Design TDH (Bowl) 136.0 ft Design TDH (Disch Flange) 130.2 ft Design Pressure (Bowl) 58.9 psi Design Pressure (Disch Flange) 56.4 psi
Shut Off TDH (Bowl) 187.0 ft Shut Off TDH (Disch Flange) 182.0 ft Shut Off Pressure (Bowl) 81.0 psi Shut Off Pressure (Disch Flange) 78.8 psi Run Out Flow 1037.0 USgpm Run Out TDH (Bowl) 83.3 ft Run Out TDH (Disch Flange) 76.8 ft Run Out Pressure (Bowl) 36.1 psi Run Out Pressure (Disch Flange) 33.2 psi Bowl Efficiency at Design 76.70 % Best Efficiency 76.70 % BEP Flow 756.0 USgpm Design Flow % BEP 97.35 % Pump Efficiency 75.85 % Friction Loss at Design 0.76 ft Power at Design 32.9 Hp NOL Power 34.5 Hp Max Power (NOL) Flow 929.0 USgpm Recommended Power 40.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 16.7 ft NPSH Margin at Design 133.8 ft Actual Submergence -25.87 in Thrust K-Factor 4.9 lbpft Thrust at Design 803.0 lb Thrust at Shut Off 1098.0 lb Thrust at Run Out 501.7 lb Bowl Material 316LSS Bowl Material Derate Factor 0.97 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 0.97 Total Head Derate Factor 0.97 Total Efficiency Derate Factor 0.97
VIS-BATM 9RCLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5] Flow (USGPM) 0.0 736.0 1037.0 Best Efficiency 76.70 % at 756.0 USgpm TDH-Bowl (ft) 187.0 136.0 83.3 Design Flow % BEP 97.35 % TDH-Disch Flange ( ft) 182.0 130.2 76.8 Pump Efficiency 75.85 % Bowl Efficiency (%) - 76.70 64.50 Overall Efficiency 0.00 % Power (Hp) 21.2 32.9 33.8 NOL Power 34.5 Hp at 929.0 USgpm NPSHr (ft) [1] - 16.7 27.8 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 133.8 122.7 Thrust Load Power Loss 0.18140 Hp Hydraulic Thrust(lb) 934.0 678.0 417.0 Total Flow Derate Factor 0.97 Thrust (lb) 1098.0 803.0 501.7 Total Head Derate Factor 0.97 Pressure-Bowl (psi) 81.0 58.9 36.1 Total Efficiency Derate Factor 0.97 Pressure-Disch Flange (psi) 78.8 56.4 33.2 Actual Submergence -25.87 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.76 1.50 Min Flow (MCSF) 189.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000 Column Elongation (Inch) 0.00000 0.00000 - Impeller Running Clearance 0.06 in Lateral (Inch) 0.06000 0.06000 -
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
OPERATING CONDITIONS
Specified Flow 736.00 USgpm Specified TDH 131.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 2.84 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 150.5 ft NPSHa at Grade 34.0 ft Well Diameter Over 20 in [508 mm] Casing Operational Design Constant Speed
FLUID CHARACTERISTICS
Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³
MATERIALS & DIMENSIONS
Bowl Data Bowl Material 316LSS Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material 316LSS Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 6 in [152.4 mm] Motor Adapter Bearing Vesconite Motor Adapter Material 316LSS
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 6.63 in Bowl Pressure Limit 830 psi Model Max Sphere Size 0.75 in Bowl Shaft Diameter 1 1/2 in [38.1 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 498.89 Hp Bowl Assembly Provided By Xylem
Bowl Specials
Column Data Column Type Threaded Column Diameter 6 in [152 mm]
Column Data Column Assembly Provided By Customer
Project
Tag
E 9.81 in BL [Bowl Assembly Length] 28.13 in
Specified Flow 736.00 USgpm Specified TDH 131.00 ft Pumping Level 5.00 ft Motor Manufacturer Driver Type Submersible
Total Bowl Weight 194 lbs
Factory**
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well TP30 - Goulds 10RJLC-2
Quote ID: 9001-250515-022:0:1 QTY: 1 VIS-BATM 10RJLC, 2 Stages
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 917.00 USgpm Specified TDH 152.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 151.2 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 917.0 USgpm Min Flow (MCSF) 206.0 USgpm Design TDH (Bowl) 160.0 ft Design TDH (Disch Flange) 154.6 ft Design Pressure (Bowl) 69.3 psi Design Pressure (Disch Flange) 66.9 psi
Shut Off TDH (Bowl) 289.0 ft Shut Off TDH (Disch Flange) 284.0 ft Shut Off Pressure (Bowl) 125.1 psi Shut Off Pressure (Disch Flange) 122.9 psi Run Out Flow 1148.0 USgpm Run Out TDH (Bowl) 95.9 ft Run Out TDH (Disch Flange) 90.3 ft Run Out Pressure (Bowl) 41.5 psi Run Out Pressure (Disch Flange) 39.1 psi Bowl Efficiency at Design 73.10 % Best Efficiency 74.70 % BEP Flow 822.0 USgpm Design Flow % BEP 111.56 % Pump Efficiency 72.49 % Friction Loss at Design 0.39 ft Power at Design 50.5 Hp NOL Power 50.6 Hp Max Power (NOL) Flow 900.0 USgpm Recommended Power 60.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 30.1 ft NPSH Margin at Design 121.1 ft Actual Submergence -17.57 in Thrust K-Factor 7.0 lbpft Thrust at Design 1271.5 lb Thrust at Shut Off 2284.2 lb Thrust at Run Out 783.5 lb Bowl Material 316LSS Bowl Material Derate Factor 0.98 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 0.98 Total Head Derate Factor 0.98 Total Efficiency Derate Factor 0.98
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5]
Flow (USGPM) 0.0 917.0 1148.0 Best Efficiency 74.70 % at 822.0 USgpm TDH-Bowl (ft) 289.0 160.0 95.9 Design Flow % BEP 111.56 % TDH-Disch Flange ( ft) 284.0 154.6 90.3 Pump Efficiency 72.49 % Bowl Efficiency (%) - 73.10 57.50 Overall Efficiency 0.00 % Power (Hp) 43.4 50.5 48.3 NOL Power 50.6 Hp at 900.0 USgpm NPSHr (ft) [1] - 30.1 40.2 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 121.1 111.0 Thrust Load Power Loss 0.29822 Hp Hydraulic Thrust(lb) 2024.0 1110.0 671.0 Total Flow Derate Factor 0.98 Thrust (lb) 2284.2 1271.5 783.5 Total Head Derate Factor 0.98 Pressure-Bowl (psi) 125.1 69.3 41.5 Total Efficiency Derate Factor 0.98 Pressure-Disch Flange (psi) 122.9 66.9 39.1 Actual Submergence -17.57 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.39 0.61 Min Flow (MCSF) 206.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000 Column Elongation (Inch) 0.00000 0.00000 - Impeller Running Clearance 0.06 in Lateral (Inch) 0.06000 0.06000 -
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
OPERATING CONDITIONS
Specified TDH 152.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 3.54 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 151.2 ft NPSHa at Grade 34.0 ft Well Diameter Over 20 in [508 mm] Casing Operational Design Constant Speed
FLUID CHARACTERISTICS
Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³
MATERIALS & DIMENSIONS
Bowl Data Bowl Material 316LSS Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material 316LSS Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 6 in [152.4 mm] Motor Adapter Bearing Vesconite Motor Adapter Material 316LSS
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 5.50 in Bowl Pressure Limit 750 psi Model Max Sphere Size 0.75 in Bowl Shaft Diameter 1 1/2 in [38.1 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 498.54 Hp Bowl Assembly Provided By Xylem
Bowl Specials
Column Type Threaded Column Diameter 8 in [203 mm]
Project
Tag
E 10.00 in BL [Bowl Assembly Length] 36.43 in
Specified TDH 152.00 ft Pumping Level 5.00 ft Motor Manufacturer Driver Type Submersible
Total Bowl Weight 247 lbs
Factory**
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well TP31 - Goulds 10RJHC-1
Quote ID: 9001-250515-024:0:1 QTY: 1 VIS-BATM 10RJHC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified NPSH available is insufficient for the pump.
Specified Flow 1201.00 USgpm Specified TDH 150.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 150.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 1201.0 USgpm Min Flow (MCSF) 304.0 USgpm Design TDH (Bowl) 155.0 ft Design TDH (Disch Flange) 149.3 ft Design Pressure (Bowl) 67.1 psi Design Pressure (Disch Flange) 64.6 psi
Shut Off TDH (Bowl) 193.0 ft Shut Off TDH (Disch Flange) 188.0 ft Shut Off Pressure (Bowl) 83.5 psi Shut Off Pressure (Disch Flange) 81.4 psi Run Out Flow 1664.0 USgpm Run Out TDH (Bowl) 112.0 ft Run Out TDH (Disch Flange) 105.7 ft Run Out Pressure (Bowl) 48.5 psi Run Out Pressure (Disch Flange) 45.8 psi Bowl Efficiency at Design 72.90 % Best Efficiency 73.00 % BEP Flow 1214.0 USgpm Design Flow % BEP 98.93 % Pump Efficiency 72.26 % Friction Loss at Design 0.67 ft Power at Design 64.4 Hp NOL Power 73.0 Hp Max Power (NOL) Flow 1664.0 USgpm Recommended Power 75.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 36.6 ft NPSH Margin at Design 113.9 ft Actual Submergence -25.97 in Thrust K-Factor 7.0 lbpft Thrust at Design 1227.0 lb Thrust at Shut Off 1523.1 lb Thrust at Run Out 891.1 lb Bowl Material 316LSS Bowl Material Derate Factor 0.98 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 0.98
VIS-BATM 10RJHC, 1 Stage
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5]
Flow (USGPM) 0.0 1201.0 1664.0 Best Efficiency 73.00 % at 1214.0 USgpm TDH-Bowl (ft) 193.0 155.0 112.0 Design Flow % BEP 98.93 % TDH-Disch Flange ( ft) 188.0 149.3 105.7 Pump Efficiency 72.26 % Bowl Efficiency (%) - 72.90 64.20 Overall Efficiency 0.00 % Power (Hp) 37.2 64.4 73.0 NOL Power 73.0 Hp at 1664.0 USgpm NPSHr (ft) [1] - 36.6 60.1 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 113.9 90.4 Thrust Load Power Loss 0.28766 Hp Hydraulic Thrust(lb) 1351.0 1084.0 781.0 Total Flow Derate Factor 0.98 Thrust (lb) 1523.1 1227.0 891.1 Total Head Derate Factor 0.98 Pressure-Bowl (psi) 83.5 67.1 48.5 Total Efficiency Derate Factor 0.98 Pressure-Disch Flange (psi) 81.4 64.6 45.8 Actual Submergence -25.97 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.67 1.29 Min Flow (MCSF) 304.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
Specified TDH 150.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 2.84 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 150.5 ft NPSHa at Grade 34.0 ft
Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP
Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material 316LSS Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 6 in [152.4 mm] Motor Adapter Bearing Vesconite Motor Adapter Material 316LSS
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 6.38 in Bowl Pressure Limit 750 psi Model Max Sphere Size 0.75 in Bowl Shaft Diameter 1 1/2 in [38.1 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 498.79 Hp
Column Diameter 8 in [203 mm]
VIS-BATM 10RJHC, 1 Stage
Project
Tag
BL [Bowl Assembly Length] 28.03 in
Specified TDH 150.00 ft Pumping Level 5.00 ft Motor Manufacturer Driver Type Submersible
Total Bowl Weight 187 lbs
Factory**
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well TP32 - Goulds 11CLC-1
Quote ID: 9001-250515-025:0:1 QTY: 1 VIS-BATM 11CLC, 1 Stage
DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED
Certified By
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 1688.00 USgpm Specified TDH 146.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 150.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 1688.0 USgpm Min Flow (MCSF) 316.0 USgpm Design TDH (Bowl) 152.0 ft Design TDH (Disch Flange) 146.5 ft Design Pressure (Bowl) 65.8 psi Design Pressure (Disch Flange) 63.4 psi
Shut Off TDH (Bowl) 300.0 ft Shut Off TDH (Disch Flange) 295.0 ft Shut Off Pressure (Bowl) 129.9 psi Shut Off Pressure (Disch Flange) 127.7 psi Run Out Flow 1727.0 USgpm Run Out TDH (Bowl) 146.0 ft Run Out TDH (Disch Flange) 140.4 ft Run Out Pressure (Bowl) 63.2 psi Run Out Pressure (Disch Flange) 60.8 psi Bowl Efficiency at Design 72.20 % Best Efficiency 78.70 % BEP Flow 1264.0 USgpm Design Flow % BEP 133.54 % Pump Efficiency 71.71 % Friction Loss at Design 0.54 ft Power at Design 89.6 Hp NOL Power 89.6 Hp Max Power (NOL) Flow 1685.0 USgpm Recommended Power 100.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 36.4 ft NPSH Margin at Design 114.1 ft Actual Submergence -25.74 in Thrust K-Factor 7.0 lbpft Thrust at Design 1277.4 lb Thrust at Shut Off 2491.1 lb Thrust at Run Out 1232.6 lb Bowl Material 316LSS Bowl Material Derate Factor 0.98 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 0.98
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5]
Flow (USGPM) 0.0 1688.0 1727.0 Best Efficiency 78.70 % at 1264.0 USgpm TDH-Bowl (ft) 300.0 152.0 146.0 Design Flow % BEP 133.54 % TDH-Disch Flange ( ft) 295.0 146.5 140.4 Pump Efficiency 71.71 % Bowl Efficiency (%) - 72.20 71.10 Overall Efficiency 0.00 % Power (Hp) 52.3 89.6 89.5 NOL Power 89.6 Hp at 1685.0 USgpm NPSHr (ft) [1] - 36.4 37.7 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 114.1 112.8 Thrust Load Power Loss 0.29321 Hp Hydraulic Thrust(lb) 2163.0 1093.0 1054.0 Total Flow Derate Factor 0.98 Thrust (lb) 2491.1 1277.4 1232.6 Total Head Derate Factor 0.98 Pressure-Bowl (psi) 129.9 65.8 63.2 Total Efficiency Derate Factor 0.98 Pressure-Disch Flange (psi) 127.7 63.4 60.8 Actual Submergence -25.74 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.54 0.56 Min Flow (MCSF) 316.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
Specified TDH 146.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 8.22 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 150.5 ft NPSHa at Grade 34.0 ft
Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP
Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material 316LSS Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 8 in [203.2 mm] Motor Adapter Bearing Vesconite Motor Adapter Material 316LSS
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 8.13 in Bowl Pressure Limit 850 psi Model Max Sphere Size 0.88 in Bowl Shaft Diameter 1 11/16 in [42.9 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 732.71 Hp
Column Diameter 10 in [254 mm]
Project
Tag
ML [Motor Length] 64.40 in MD [Motor Diameter] 8.00 in SS [Motor Shaft Stickup] 4.00 in SD [Motor Shaft Diameter] 1.50 in
Column Diameter 10 in [254 mm]
Specified TDH 146.00 ft Pumping Level 5.00 ft Motor Manufacturer SME Echo Driver Type Submersible Selected Motor Power 100.00 Hp Motor Speed 3460 RPM Phase / Frequency 3 PH / 60 Hz Voltage 230/460 V
Motor Weight 543 lbs Total Weight 828 lbs
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well TP33 - Goulds 10RJMC-1
Quote ID: 9001-250515-026:0:1 QTY: 1 VIS-BATM 10RJMC, 1 Stage
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 1035.00 USgpm Specified TDH 150.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi Pumping Level 5.00 ft NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 150.5 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 1035.0 USgpm Min Flow (MCSF) 273.0 USgpm Design TDH (Bowl) 155.0 ft Design TDH (Disch Flange) 149.5 ft Design Pressure (Bowl) 67.1 psi Design Pressure (Disch Flange) 64.7 psi
Shut Off TDH (Bowl) 195.0 ft Shut Off TDH (Disch Flange) 190.0 ft Shut Off Pressure (Bowl) 84.4 psi Shut Off Pressure (Disch Flange) 82.3 psi Run Out Flow 1602.0 USgpm Run Out TDH (Bowl) 88.3 ft Run Out TDH (Disch Flange) 82.1 ft Run Out Pressure (Bowl) 38.2 psi Run Out Pressure (Disch Flange) 35.5 psi Bowl Efficiency at Design 78.30 % Best Efficiency 78.80 % BEP Flow 1093.0 USgpm Design Flow % BEP 94.69 % Pump Efficiency 77.61 % Friction Loss at Design 0.50 ft Power at Design 51.5 Hp NOL Power 57.4 Hp Max Power (NOL) Flow 1484.0 USgpm Recommended Power 60.00 Hp
Driver Size Criteria NOL Power Across Design Curve
Allow Service Factor No kWh per 1000 gal 0.00000 NPSHr at Design 34.1 ft NPSH Margin at Design 116.4 ft Actual Submergence -25.97 in Thrust K-Factor 7.0 lbpft Thrust at Design 1225.0 lb Thrust at Shut Off 1538.6 lb Thrust at Run Out 710.0 lb Bowl Material 316LSS Bowl Material Derate Factor 0.98 Impeller Material 316SS Impeller Matl Derate Factor 1.00 Total Flow Derate Factor 0.98
Project
Tag
PO Number
Serial Number
PERFORMANCE ON DESIGN CURVE AT 3460 RPM
Shut Off Design [2] Run Out [5]
Flow (USGPM) 0.0 1035.0 1602.0 Best Efficiency 78.80 % at 1093.0 USgpm TDH-Bowl (ft) 195.0 155.0 88.3 Design Flow % BEP 94.69 % TDH-Disch Flange ( ft) 190.0 149.5 82.1 Pump Efficiency 77.61 % Bowl Efficiency (%) - 78.30 65.60 Overall Efficiency 0.00 % Power (Hp) 33.0 51.5 54.4 NOL Power 57.4 Hp at 1484.0 USgpm NPSHr (ft) [1] - 34.1 53.7 Specified NPSH Ratio 1.1 NPSH Margin (ft) [1] - 116.4 96.8 Thrust Load Power Loss 0.28714 Hp Hydraulic Thrust(lb) 1365.0 1082.0 618.0 Total Flow Derate Factor 0.98 Thrust (lb) 1538.6 1225.0 710.0 Total Head Derate Factor 0.98 Pressure-Bowl (psi) 84.4 67.1 38.2 Total Efficiency Derate Factor 0.98 Pressure-Disch Flange (psi) 82.3 64.7 35.5 Actual Submergence -25.97 in Min Submergence (Inch) [3] - 0.00 0.00 Shaft Friction Power Loss 0.00 Hp Friction Loss (ft) [4] - 0.50 1.20 Min Flow (MCSF) 273.0 USgpm Lineshaft Elongation (Inch) 0.00000 0.00000 - kWh per 1000 gal 0.00000
[1] at 1st impeller eye [2] rated values [3] from pump suction inlet [4] from bowl to disch flange [5] per published data
Specified TDH 150.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi TPL 2.84 ft Pumping Level 5.00 ft NPSHa at 1st Impeller 150.5 ft NPSHa at Grade 34.0 ft
Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP
Impeller Material 316SS Bowlshaft Material 316SS Impeller Attachment Taper Lock Taperlock Material 316SS Discharge Bowl Material 316LSS Suction Type Subadapter Bowl Bolting Material 316SS Motor Adapter 6 in [152.4 mm] Motor Adapter Bearing Vesconite Motor Adapter Material 316LSS
Bowl Data Coupling Material 316SS Discharge Bowl Bearing Vesconite Intermediate Bowl Bearing Vesconite Impeller Trim 6.56 in Bowl Pressure Limit 750 psi Model Max Sphere Size 0.75 in Bowl Shaft Diameter 1 1/2 in [38.1 mm] Impeller Balance Manufacturer's Standard Bowl Shaft Power Limit 498.79 Hp
Column Diameter 8 in [203 mm]
Project
Tag
BL [Bowl Assembly Length] 28.03 in
Specified TDH 150.00 ft Pumping Level 5.00 ft Motor Manufacturer Driver Type Submersible
Total Bowl Weight 187 lbs
Factory**
2 Tolerance on all dimensions is .12 or ± .12 inch per 5 ft, whichever is greater.
3 All dimensions shown are in inches unless otherwise specified.
4 Drawing not to scale.
5 ½” NPT – Gauge Conn (plugged)
6 Driver may be rotated at 90º intervals about vertical centerline for details refer to driver dimension drawing.
7 Refer to product IOM for impeller setting requirements.
8 This assembly has been designed so that its natural frequency responses avoid the specific operating speeds by an adequate
Well TP38 - Goulds 7TLC-4
Quote ID: 9001-250515-027:0:1 QTY: 1 VIS-BATM 7TLC, 4 Stages
Project
Tag
Design values are guaranteed within the following tolerances: Flow 0% to + 10%, Head 0% to + 6%, and optionally either Power + 10% or Efficiency - 0% at manufacturer’s
Specified Flow 563.00 USgpm Specified TDH 197.00 ft Rated Speed 3460 RPM Atmospheric Pressure 14.70 psi NPSHa at Grade 34.0 ft NPSHa at 1st Impeller 36.9 ft Fluid Water Fluid Temperature 68.0 °F Specific Gravity 1.0000 Viscosity 1.0017 cP Vapor Pressure 0.3393 psi Density 62 lbs/ft³ Design Flow 563.0 USgpm Min Flow (MCSF) 130.0 USgpm Design TDH (Bowl) 208.0 ft Design TDH (Disch Flange) 207.6 ft Design Pressure (Bowl) 90.0 psi Design Pressure (Disch Flange) 89.9 psi Shut Off TDH (Bowl) 414.0 ft
Shut Off TDH (Disch Flange) 414.0 ft Shut Off Pressure (Bowl) 179.2 psi Shut Off Pressure (Disch Flange) 179.2 psi Run Out Flow 671.0 USgpm Run Out TDH (Bowl) 140.0 ft Run Out TDH (Disch Flange) 139.3 ft Run Out Pressure (Bowl) 60.6 psi Run Out Pressure (Disch Flange) 60.3 psi Bowl Efficiency at Design 72.30 % Best…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .