51-100 SERIES PLOTS - Process Plans (Addendum 1).pdf

2 MB Posted

Attached to
Public Water System Upgrade Project
Solicitation number
Not on record
Issued by
Lehigh County, Pennsylvania

About this file

Written by GovTribe AI ·

This document is Addendum 1 to the Process Plans for the Fredericksburg Water Treatment Plant Upgrade Project, prepared by Steckbeck Engineering & Surveying, Inc. for the Fredericksburg Sewer & Water Authority in Bethel Township, Lebanon County, Pennsylvania. The addendum contains detailed process flow schematics and design drawings for a comprehensive water system upgrade that includes construction of a new manganese filter building, installation of proposed greensand plus manganese filters (three active units plus one reserve), and integration of existing and new well infrastructure. The project encompasses proposed north wells configuration (Wells 2, 5, and 6) and south wells configuration (Wells 7 and 8), with new Well 7 and Well 8 additions. The design includes treatment processes for raw well water through filtration, chemical injection systems for sodium hypochlorite (influent and effluent), hydrofluorosilicic acid for fluoridation, and ortho-polyphosphate injection. The system incorporates backwash and recycling capabilities, with multiple flow meters, sample taps, and SCADA-controlled distribution valves. The project interfaces with existing infrastructure including storage towers (1,000,000-gallon east tower and 2,000,000-gallon west tower), a 1.75-million-gallon tower at Bunker Hill, and interconnections with the City of Lebanon Authority and wastewater treatment plant sludge waste system (15% waste/85% recycle water).

The design documents specify all system components, piping configurations, valve specifications, and chemical feed equipment layouts in accordance with Pennsylvania Act 287 of 1974, as amended by Act 121 of 2008, regarding utility coordination and excavation work. The engineering plans include coordination with facility owners including Comcast Cable-Lebanon, UGI Utilities Incorporated, Verizon Pennsylvania LLC, Verizon North, and First Energy Corp. The building finish floor elevation is set at 468.00 feet, with clearwell top of structure at 460.00 feet. Construction documents include 100-series process plans, 200-series building and site improvements, 300-series piping plans, 400-series north wells plans, 500-series south wells plans, 600-series treatment building plans, 700-series electrical plans, 800-series plumbing plans, 900-series HVAC plans, 650-series heat and transfer filter sets, 750-series GES automation sets, and chemical feed diagrams. The addendum revision is dated September 18, 2026, with an original document date of August 21, 2026, and was prepared under Project #004-22-005. Professional engineer Paul Lutzkanin of the Commonwealth of Pennsylvania is identified as the registered professional engineer responsible for the design.

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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

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(7

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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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JDS

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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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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

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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

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ADDENDUM 1

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GJU

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

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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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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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BUILDING FFE 468.00 CLEARWELL TOS 460.00

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REVISION

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FIELD CREW:

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PE074289

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CHLORINE RESIDUAL

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PARAMETERSYMBOL

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WELLS 7 & 8

EXISTING COLA

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SLUDGE WASTE

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RECYCLE WATER

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RAW WELL WATER

PIPING LEGEND

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BACKWASH RECYCLE

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Cl

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REGISTERED

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FREDERICKSBURG WATER TREATMENT PLANT PROCESS DRAWINGS

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ADDENDUM 1

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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.

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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

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GAL CALIBRATION

COLUMN

PRESSURE RELIEF VALVE

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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.

AutoCAD SHX Text

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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BASE MAP:

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GJU

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DRAWN:

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DESIGN:

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JDS, PL

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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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REGISTERED

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PROFESSIONAL

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PAUL LUTZKANIN

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REGISTERED

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text Lebanon County, Pennsylvania

AutoCAD SHX Text Bethel Township

AutoCAD SHX Text located in

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FREDERICKSBURG WATER TREATMENT PLANT PROCESS DRAWINGS

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ADDENDUM 1

AutoCAD SHX Text 9/18/26

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

File details come from the government source that posted it. Updated .