11-100 SERIES PLOTS - Process Plans (Bid Set).pdf
PDF 2 MB Posted
- Attached to
- Public Water System Upgrade Project
- Solicitation number
- Not on record
- Issued by
- Lehigh County, Pennsylvania
About this file
This document is a set of process plan drawings for the Fredericksburg Water Treatment Plant prepared by Steckbeck Engineering & Surveying, Inc. for the Fredericksburg Sewer & Water Authority in Bethel Township, Lebanon County, Pennsylvania. The project encompasses the design and construction of a new drinking water treatment building with a finished floor elevation of 468 feet, including the installation of three active greensand plus manganese filters with one reserve unit, two turbine distribution pumps, two backwash air blowers, and two waste/recycle water pumps. The system design incorporates raw well water piping from eight wells (including two new wells numbered 7 and 8), flow measurement capabilities at multiple points, and integration with existing infrastructure including a 1.75 million gallon tower at Bunker Hill, a 1 million gallon east tower, and a 2 million gallon west tower. The sealed proposals for the Public Water System Upgrade Project are due electronically via PennBid by 2:00 p.m. on Monday, October 5, 2026, with work divided into five prime contracts including pipeline construction (approximately 1,135 linear feet of 10-inch, 6,570 linear feet of 8-inch, and 876 linear feet of 6-inch PVC water mains), general construction of the treatment facility, electrical construction, mechanical construction, and instrumentation and control systems.
The design documents show a comprehensive treatment process utilizing sodium hypochlorite injection at both influent and effluent points, hydrofluorosilicic acid (fluoride) injection, and ortho-polyphosphate injection systems, each with appropriately sized bulk storage tanks (ranging from 150 to 1,000 gallons), day tanks, calibration columns, and associated safety equipment including pressure relief valves and backpressure valves. All chemical feed systems utilize 1-inch PVC conduit carriers with spare tubing provisions and true union ball valves. The general contractor is responsible for coordinating the overall project work schedule among all prime and subcontractors and managing periodic progress meetings. Each proposal must be accompanied by a bank cashier's check or bid bond equal to ten percent of the bid total, with all bidding documents and specifications available at no cost through the PennBid electronic platform.
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Text version
DRINKING WATER TREATMENT
BUILDING
FFE: 468.00'
LOCATION MAP
SCALE: 1"=1000'
SITE
S.R. 0022
SCHOOL
DRIVE
AIRPORT ROAD
W. MAIN STREET
GREBLE ROAD
S.R. 0343
FREDERICKSBURG
C O
VE
R
S H
EE
T
- P R
O C
ES
S
PL
AN
S
FR
ED
ER
IC
KS
BU
R
G S
EW
ER
W
AT
ER
A U
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O
R
IT
Y
E.
M
AI
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T
FR
ED
ER
IC
KS
BU
R
G P
A, TE
LE
PH
O
N E:
(7
)8
-7
FREDERICKSBURG
SEWER & WATER AUTHORITY
BETHEL TOWNSHIP
LEBANON COUNTY, PENNSYLVANIA
FREDERICKSBURG WATER TREATMENT PLANT
100 SERIES - PROCESS DRAWINGS
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DWG. NO.
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DRAWING INDEX
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TITLE
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FSWA SEWER AND WATER AUTHORITY SCHEMATIC
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PROCESS FLOW SCHEMATIC CONCEPT
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(4) PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC., SHALL BE DEEMED TO HAVE MET THE OBLIGATIONS OF CLAUSE (2) BY CALLING A ONE CALL SYSTEM AND SHOWING AS PROOF THE SERIAL NUMBER OF THE ONE CALL NOTICE ON THE DRAWING(S).
AutoCAD SHX Text AND STECKBECK ENGINEERING & SURVEYING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT STECKBECK ENGINEERING & SURVEYING, INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT 187, DECEMBER 19, 1996.
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(3) PURSUANT TO SECTION 4, CLAUSE (4) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. MADE A REASONABLE EFFORT TO PREPARE THE CONSTRUCTION DRAWING(S) TO AVOID DAMAGE TO AND MINIMIZE INTERFERENCE WITH A FACILITY OWNERS FACILITIES IN THE CONSTRUCTION AREA BY MAINTAINING AN EIGHTEEN-INCH CLEARANCE OF THE FACILITY OWNERS FACILITIES WHERE POSSIBLE.
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(2) PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. SHOWN UPON THE DRAWING(S) THE POSITION AND TYPE OF EACH FACILITY OWNERS LINE, DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY SECTION 4, CLAUSE (2), AND THE NAME OF THE FACILITY OWNER, AND THE FACILITY OWNERS DESIGNATED OFFICE ADDRESS AND THE TELEPHONE NUMBER AS SHOWN ON THE LIST REFERRED TO IN SECTION 3.
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(1) PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. REQUESTED THE LINE AND FACILITY INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) FROM A ONE CALL SYSTEM NOT LESS THAN TEN NOR MORE THAN NINETY WORKING DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.
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AutoCAD SHX Text STECKBECK ENGINEERING & SURVEYING, INC., HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE PENNSYLVANIA GENERAL ASSEMBLY, IT HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:
AutoCAD SHX Text FREDERICKSBURG SEWER/WATER AUTH. 2529 ROUTE 22, PO BOX 161 FREDERICKSBURG, PA 17026 717-865-7452 CONTACT:KEVIN B SNADER
AutoCAD SHX Text BETHEL TWP. 3015 SOUTH PINE GROVE ST. FREDERICKSBURG, PA 17026 CONTACT:MELISSA JOHNSON EMAIL:betheltwplebanon@comcast.net
AutoCAD SHX Text COMCAST CABLE-LEBANON C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD STE 200 CARMEL, IN 46032 CONTACT:USIC OFFICE PERSONEL
AutoCAD SHX Text UGI UTILITIES INCORPORATED 1301 AIP DR MIDDLETOWN, PA 170575987 CONTACT:JOANNE ARCHFIELD PHONE: (717) 255-1453 EMAIL: jarchfield@ugi.com
AutoCAD SHX Text VERIZON PENNSYLVANIA LLC 15 E MONTGOMERY AVE PITTSBURGH, PA 15212 CONTACT-OFFICE PERSONNEL
AutoCAD SHX Text VERIZON NORTH 2441 W GRANDVIEW BLVD ERIE, PA 16506 CONTACT:MICHAEL A GEARY EMAIL:michael.geary@verizon.com
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FIRST ENERGY CORP 76 S MAIN ST AKRON, OH 443081890 CONTACT:OFFICE PERSONNEL
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SERIAL NUMBER: ____________ DATE: _________ BY: _________
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FIELD CREW:
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DY
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GJU
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DRAWN:
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DESIGN:
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PL
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DATE:
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JDS
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc.
AutoCAD SHX Text 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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PROJECT #: 004-22-005
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AS NOTED
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COVER SHEET
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SERIES
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SERIES INDEX
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CONTENTS
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BUILDING AND SITE IMPROVEMENTS
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PIPING PLANS
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PROCESS PLANS
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SOUTH WELLS PLANS
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TREATMENT BUILDING PLANS
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NORTH WELLS PLANS
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REVISION
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DATE
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BY
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ELECTRICAL PLAN SET
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PLUMBING PLAN SET
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HVAC PLAN SET
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CHEMICAL FEED DIAGRAMS
AutoCAD SHX Text Lebanon County, Pennsylvania
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FREDERICKSBURG WATER TREATMENT PLANT PROCESS DRAWINGS
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GES AUTOMATION SET
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H&T FILTER SET
PRV
1.75 MG TOWER
AT
BUNKER HILL
(EXISTING)
1,000,000 GALLON
EAST TOWER
(EXISTING)
CITY OF LEBANON AUTHORITY FREDERICKSBURG
FREDERICKSBURG SEWER & WATER AUTHORITY
WATER SYSTEM SCHEMATIC
2,000,000 GALLON
WEST TOWER
(EXISTING)
VILLAGE OF
FREDERICKSBURG
COLA PIT
FSWA - SCADA
CONTROLLED VALVE - 10"
(EXISTING)
ISO VALVE
LEGION PIT
FSWA - SCADA
CONTROLLED VALVE - 8"
(EXISTING)
MANGANESE
FILTER PLANT
NORTH WELLS
(2, 5, 6)
(EXISTING)
SOUTH WELLS
(7, 8)
FP
TO DISTRIBUTION
FS
W
A
SE
W
ER
W
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A U
TH
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Y
SC
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PROPOSED SYSTEM
IMPROVEMENTS
PROPOSED SYSTEM
IMPROVEMENTS
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16" DIP
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12" DIP
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12" DIP
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12" DIP
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12" DIP
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LWL 650.00
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HWL 659.00
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HWL 638.29
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LWL 618.29
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BOT 598.29
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AutoCAD SHX Text 528.29
AutoCAD SHX Text 487.88
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HWL 670.00
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LWL 650.00
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BOT 630.00
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OVERFLOW 660.00
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WELL 2: 538.00
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WELL 5: 499.00
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WELL 6: 487.00
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WELL 8: 420.00
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WELL 7: 425.00
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AutoCAD SHX Text 478.67
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BUILDING FFE 468.00 CLEARWELL TOS 460.00
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REVISION
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DATE
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AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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FIELD CREW:
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BASE MAP:
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DM, GJU
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DESIGN:
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PL
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PL
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CHECKED:
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NO SCALE
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PROJECT #
AutoCAD SHX Text 004-22-005
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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REGISTERED
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ENGINEER
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FREDERICKSBURG WATER TREATMENT PLANT PROCESS DRAWINGS
PR
O
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S
FL
O W
S C
H
EM
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IC
C O
N C
EP
T
6" FLOW
METERS
DISTRIBUTION
TURBINE
PUMPS (2)
W
NEW
WELL #7
DISTRIBUTION
W
WELL #2
W
WELL #5
W
WELL #6
INFLUENT
CT VESSEL
BACKWASH BASIN
F
6" FLOW
METER
F
6" FLOW
METER
F
Cl
F FLOW METER
CHLORINE RESIDUAL
ANALYZER
PARAMETERSYMBOL
LEGEND
PROPOSED
NORTH WELLS
CONFIGURATION
PROPOSED SOUTH
WELLS 7 & 8
EXISTING COLA
INTERCONNECT
WWTP
(15%)
SLUDGE WASTE
PUMPS (2)
(85%)
RECYCLE WATER
PUMPS (2)
RAW WELL WATER
PIPING LEGEND
CoLA WATER
BACKWASH RECYCLE
FILTER INFLUENT
BACKWASH DRAIN
BACKWASH FEED
BACKWASH WASTE
BACKWASH AIR
FILTER EFFLUENT
F F
F
W
NEW
WELL #8 F
F
F
BACKWASH AIR
BLOWERS (2)PROPOSED GREENSAND PLUS
MANGANESE FILTERS (3 ACTIVE,
1 RESERVE)
SODIUM HYPOCHLORITE INJECTION
FINISHED WATER
6" FLOW
METER
F
8"
8"
10"
16"
16"
6"
2"
2" FLOW
METER F
2"
2"
6"
2" FLOW
METER
F
2"
2"
6"
6"
4" FLOW
METERF
6"
SAMPLE TAP
(EP-102)8"
8"
CHECK VALVE
FLUORIDE INJECTION
POLYPHOSPHATE INJECTION
Cl
Cl
SODIUM HYPOCHLORITE INJECTION
4" FLOW
METER
4" FLOW
METER
ON OVERHEAD
PIPE FOR AIR
RELEASE
8"
AIR GAP
SAMPLE TAP
SAMPLE TAP
SAMPLE TAP
SAMPLE TAP
SAMPLE TAP
SAMPLE TAP
SAMPLE TAP
F
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REVISION
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DATE
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BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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FIELD CREW:
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AK, GJU
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JDS, PL
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JDS, PL
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PROJECT #
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PE074289
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PAUL LUTZKANIN
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REGISTERED
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PROFESSIONAL
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NOTES:
1. ALL VALVES ARE TRUE UNION BALL VALVES - 12" NPT
2. ALL PE FITTINGS SHALL BE COMPRESSIVE TYPE
3. ALL CONDUIT TUBING CARRIERS SHALL BE 1" PVC CONDUIT WITH SWEEP ELLS.
4. SPARE CHEMICAL TUBE SHALL BE INSTALLED IN EACH CARRIER CONDUIT.
PR
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C O
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EP
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BULK STORAGE
TANK (1000 GAL)
FILL
VENT TO OUTSIDE
WITH BUG SCREEN
OVERFLOW
DAY
TANK
GAL CALIBRATION
COLUMN
PRESSURE RELIEF VALVE
BACK PRESSURE VALVE
BALL CHECK VALVE
CONDUIT TUBING
CARRIER (SEE NOTES
3 & 4)
VENT
(EXTEND ABOVE
HIGHEST TANK
LEVEL)
BULK STORAGE
TANK (1000 GAL)
FILL
VENT TO OUTSIDE
WITH BUG SCREEN
OVERFLOW
DAY
TANK
GAL CALIBRATION
COLUMN
PRESSURE RELIEF VALVE
BACK PRESSURE VALVE
BALL CHECK VALVE
VENT
(EXTEND ABOVE
HIGHEST TANK
LEVEL)
BULK STORAGE
TANK (150 GAL)
FILL
VENT TO OUTSIDE
WITH BUG SCREEN
OVERFLOW
DAY
TANK
GAL CALIBRATION
COLUMN
PRESSURE RELIEF VALVE
BACK PRESSURE VALVE
BALL CHECK VALVE
VENT
(EXTEND ABOVE
HIGHEST TANK
LEVEL)
BULK STORAGE
TANK (500 GAL)
FILL
VENT TO OUTSIDE
WITH BUG SCREEN
OVERFLOW
DAY
TANK
GAL CALIBRATION
COLUMN
PRESSURE RELIEF VALVE
BACK PRESSURE VALVE
BALL CHECK VALVE
VENT
(EXTEND ABOVE
HIGHEST TANK
LEVEL)
GAL
GAL
BULK STORAGE
TANK (1000 GAL)
BULK STORAGE
TANK (1000 GAL)
PUMP
PUMPPUMP
PUMP
INFLUENT SODIUM HYPOCHLORITE SYSTEM CROSS SECTION
NOT TO SCALE
EFFLUENT SODIUM HYPOCHLORITE SYSTEM CROSS SECTION
NOT TO SCALE
HYDROFLUOROSILICIC ACID SYSTEM CROSS SECTION
NOT TO SCALE
ORTHO-POLYPHOSPHATE SYSTEM CROSS SECTION
NOT TO SCALE
SODIUM HYPOCHLORITE SYSTEM PLAN VIEW
NOT TO SCALE
INFLUENT SODIUM HYPOCHLORITE EFFLUENT SODIUM HYPOCHLORITE
TEE TO INFLUENTTEE TO EFFLUENT
CONDUIT TUBING
CARRIER (SEE NOTES
3 & 4)
CONDUIT TUBING
CARRIER (SEE NOTES
3 & 4)
CONDUIT TUBING
CARRIER (SEE NOTES
3 & 4)
NOTES:
1. ALL VALVES ARE TRUE UNION BALL VALVES - 12" NPT
2. ALL PE FITTINGS SHALL BE COMPRESSIVE TYPE
3. ALL CONDUIT TUBING CARRIERS SHALL BE 1" PVC CONDUIT WITH SWEEP ELLS.
4. SPARE CHEMICAL TUBE SHALL BE INSTALLED IN EACH CARRIER CONDUIT.
NOTES:
1. ALL VALVES ARE TRUE UNION BALL VALVES - 1" NPT
2. ALL PE FITTINGS SHALL BE COMPRESSIVE TYPE
NOTES:
1. ALL VALVES ARE TRUE UNION BALL VALVES - 12" NPT
2. ALL PE FITTINGS SHALL BE COMPRESSIVE TYPE
3. ALL CONDUIT TUBING CARRIERS SHALL BE 1" PVC CONDUIT WITH SWEEP ELLS.
4. SPARE CHEMICAL TUBE SHALL BE INSTALLED IN EACH CARRIER CONDUIT.
NOTES:
1. ALL VALVES ARE TRUE UNION BALL VALVES - 12" NPT
2. ALL PE FITTINGS SHALL BE COMPRESSIVE TYPE
3. ALL CONDUIT TUBING CARRIERS SHALL BE 1" PVC CONDUIT WITH SWEEP ELLS.
4. SPARE CHEMICAL TUBE SHALL BE INSTALLED IN EACH CARRIER CONDUIT.
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REVISION
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DATE
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AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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FIELD CREW:
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GJU
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DRAWN:
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JDS, PL
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CHECKED:
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DATE:
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SCALE:
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PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
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PE074289
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PAUL LUTZKANIN
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AutoCAD SHX Text Lebanon County, Pennsylvania
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| Sheets and Views |
| FSWA-PBASE-101 - Cover |
| FSWA-PBASE-102-FSWA Sewer and Water Authority Schematic |
| FSWA-PBASE-103-Process Flow Schematic Concept |
| FSWA-PBASE-104-Chemical Feeds |
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