South Lift Station Specs.pdf
PDF 464 KB Posted
- Attached to
- Fisheating Creek WMA Campground Water Treatment Plants Operator Services State and local contract opportunity
- Solicitation number
- ITB-14030
- Issued by
- Glades County, Florida
About this file
The document is a MOPS (Modular Pump Station) Pump Station Schedule from Atlantic Environmental Systems, Inc., detailing technical specifications for a submersible pump station. The schedule provides comprehensive details for a pump station with a primary design flow of 62 gallons per minute and a design head of 42 feet, utilizing a grinder-type submersible pump (model GG142XF) with a 4 horsepower motor operating at 3450 RPM. The system includes a control center, valve box assembly, and R.P.Z. (Reduced Pressure Zone) assembly, with specific technical parameters such as wet well dimensions (48" inside diameter, 84" outside diameter), elevation markers, and electrical specifications (230V, 1 phase, 53 full load amps).
The technical documentation includes precise engineering details for the pump station, with specific elevations for grade (35.50'), wet well top and bottom (35.50' and 19.50' respectively), pump activation levels, and alarm elevations. The system is configured with lead and lag pump activation points, an 8" invert pipe diameter, and a 2"/3" force main diameter. The document notes that all design parameters are job-specific and references accompanying drawings for complete implementation details. The equipment list indicates a single unit of most components, with no wet well scourer system, remote station monitor, or first-year service/maintenance contract currently specified.
View the file
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|---|---|---|
| FWC 1920-85- Price Sheet.pdf | ||
| North Lift Station Specs.pdf | ||
| WWTP Inspection Report 11-13-24.pdf | ||
| FWC 24.25 -102 FINAL.pdf | ||
| FWC 24.25-102 Addendum #2 QAs FINAL.pdf | ||
| WTP Inspection Report 1-31-23.pdf | ||
| FWC 24.25 -102 FINAL.pdf | ||
| FWC 24.25-102 Addendum #1 Calendar of Events.pdf |
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Text version
MOPS SERIES ITEM DESCRIPTION
PRIMARY DESIGN FLOW (G.P.M.) 100 YEAR FLOOD ELEVATION TBD
PRIMARY DESIGN HEAD (T.D.H.) 25 YEAR FLOOD ELEVATION TBD
SECONDARY DESIGN FLOW (G.P.M.) A GRADE ELEVATION 35.50'
SECONDARY DESIGN HEAD (T.D.H.) B TOP ELEVATION OF WET WELL 35.50'
RATED PERFORMANCE SPEED C BOTTOM ELEVATION OF WET WELL 19.50'
RATED MOTOR HORSEPOWER (NOTE #5) D ALL PUMPS OFF ELEVATION 22.20'
SUBMERSIBLE PUMP TYPE (P-1,P-2) E LEAD PUMP ON ELEVATION 23.40'
PUMP MODEL NUMBER F LAG PUMP ON ELEVATION 23.90'
SERVICE ENTRANCE VOLTAGE G HIGH ALARM ELEVATION 24.40'
SERVICE ENTRANCE PHASE H INSIDE DIAMETER OF WET-WELL 48"
CONTROL CENTER FULL LOAD AMPS I OUTSIDE DIAMETER OF WET-WELL 84"
NEMA FUSIBLE DISCONNECT SWITCH,
RATED:
J MINIMUM CUBIC FEET OF
CONCRETE BALLAST COLLAR (CU YDS)
0/(0)
WET-WELL SCOURER SYSTEM K INVERT PIPE DIAMETER 8"
REMOTE STATION MONITOR L FORCE MAIN DIAMETER 2"/3"
INVERT ELEVATION 24.90'
QTY.
MOPS PUMP STATION SCHEDULE
42'
N/A
MODEL DESIGNATION
GG142XF
N/A
MOPS R.P.Z. ASSEMBLY
N3R, 60A
N/A
N/A
MOPS REMOTE STATION MONITOR
Grinder
1ST YEAR SERVICE / MAINTENANCE CONTRACT
MOPS EQUIPMENT IDENTIFICATION
MOPS CONTROL CENTER
MOPS DISCONNECT SWITCH
MOPS CONTROL CENTER MOUNTING ASSEMBLY
MOPS WET WELL SCOURER SYSTEM
MOPS PUMP STATION
MOPS VALVE BOX ASSEMBLY ( VBA)
MOPS ODOR/GAS SCRUBBER (OGS)
MOPS-B-2-2-48-192-B-4.0
VBA-2-2
OGS-B
N/A
N/A
PSC-2-2-1-4.0-I
FDS-60-1-2-PS
CCMA-32AL
N/A
All Design Parameters are job specific (See Drawing)
File details come from the government source that posted it. Updated .