1-UMSSA-Trout Run and Matsunk - Clarif and Thickener Modif -BIDDING-10-13-26.pdf
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- Montgomery County, Pennsylvania
About this file
This is a bidding document package for clarifier and thickener modifications at two wastewater processing plants operated by the Upper Merion Sanitary and Stormwater Authority in Upper Merion Township, Montgomery County, Pennsylvania. The project involves modifications to primary and secondary clarifiers and sludge thickener equipment at the Trout Run and Matsunk Water Pollution Control Centers (WPCC). Specific work includes replacing drive units on clarifiers and thickeners with OVIVO C30HT and W24P drive units rated at 3/4 horsepower and 480 volts, 3-phase; removing and replacing scum troughs and skimmer mechanisms; sandblasting and painting existing effluent weirs; replacing skimmer arms with solid welded stainless steel structures; and modifying walkways and handrails to accommodate new drive units. A non-mandatory pre-bid meeting is scheduled for 10:00 A.M. on Thursday, November 5, 2026, at Trout Run WPCC, 900 Mancill Mill Road, King of Prussia, PA 19406. Questions will be accepted through the PennBid online platform until 4:00 P.M. on Friday, November 13, 2026. Bids will be received online via the PennBid Program until 11:00 A.M. prevailing time on Thursday, November 19, 2026.
The contract is subject to prevailing minimum wage determinations established by the Commonwealth of Pennsylvania Department of Labor and Industry. All required new and replaced structural components must be constructed of Type 304 stainless steel unless otherwise noted. The manufacturer will provide the drive units complete with torque control units, motor drive packages, OVIVO paint scheme specifications, installation fasteners, submittals and operation and maintenance manuals, one-year warranty, engineering support, and startup/checkout services including one on-site visit by an OVIVO serviceman for one day. Items not included by the manufacturer include removal or installation services, tank draining or cleaning, electrical work, drive lubricants or special paint, drive unit off-loading, and finish or touch-up paint—all to be provided by the contractor. The Authority reserves the right to reject any or all bids and to waive any omissions, errors, or irregularities in any bid submission.
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| File | Type | Posted |
|---|---|---|
| 2-Project Manual 10.19.26.pdf |
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ST.
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COLBERT
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ST.
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4TH
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STREET
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STEWART ST.
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CENTER
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ST.
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WASHINGTON ST.
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BRADLEY ST.
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NEW CHURCH RD.
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KONIEWICZ ST.
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LANE
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"B" STREET
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"B" STREET
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"W" ST.
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"A" STREET
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THIRD
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ST.
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W. SUMMIT ST.
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VIKING RD.
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ST.
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"V"ST.
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ST.
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E. SUMMIT
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ST.
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HERTZOG BLVD.
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GLENNIE
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CIRCLE
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FEHELEY DRIVE
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CHURCH
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DREW CT.
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WESTFALL
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AVE.
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WHITE
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AVE.
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FOULHROD
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BLVD.
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AVE.
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STOCKER
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TRAYMORE
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PHILADELPHIA AVE.
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FORREST
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AVE.
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LAWNDALE
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AVE.
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WIND
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WAY
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ING
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BEND
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ING
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LN.
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HORIZON
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BLVD.
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RENAIS
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SANCE
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BOULEVARD
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HOLSTEIN
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ROAD
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PINE
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TREE RD.
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CROOKED
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LANE
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SCHOOL
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LINE
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DRIVE
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EDGE
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WOOD
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ROAD
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SOUTH
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HENDERSON
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ROAD
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QUEEN'S
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LANE
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SHOE
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MAKER
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ROAD
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SHOEMAKER
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ROAD
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OLD
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WEADLEY
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RD.
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LYNN
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LN.
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BURGANDY
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CIR.
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RADAR DR.
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GROVE
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LANE
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LORI
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LANE
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LN.
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PINE
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GROVE
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LN.
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HILL
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SIDE
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ROAD
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FERN
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LN.
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GREEN
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EVER
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RD.
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HENRY
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RD.
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ORCHARD
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RD.
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VALLEYVIEW RD.
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LONG
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ROAD
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WILSON RD.
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SHAFFER
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CROCKETT
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KINGWOOD
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ROAD
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KINGWOOD ROAD
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KINGWOOD
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ROAD
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BLUEBUFF
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RD.
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GUN
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PORT
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RD.
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FORGE
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RD.
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CORD
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CIR.
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CON
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POWDERHORN
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ROAD
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MUSKET RD.
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FLINTLOCK RD.
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COURT
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BOULEVARD
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PULASKI
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DR.
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NORTH
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KIRK
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AVE.
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CONTINENTAL
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ROAD
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GENERAL
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GREENE
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RD.
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LAFAYETTE
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ROAD
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COUNTY
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LINE RD.
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PUGH ROAD
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BROADVIEW
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ROAD
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DEWITT
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ROAD
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GEN.
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WASHING
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TON
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ROAD
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CROTON
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ROAD
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RADNOR
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ROAD
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RADNOR
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HILL
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RD.
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UPPER
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GULPH
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ROAD
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MT.
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PLEASANT AVE.
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HEDGE
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ROW
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CIR.
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FLETCHER
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ROAD
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BROWER
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ROAD
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STEVENS
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LANE
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SHARON
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DR.
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WOODHILL RD.
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KATH
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WOOD
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LANE
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RAVEN RD.
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ROBIN
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HILL
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ROAD
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BROOKWOOD
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ROAD
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KING OF
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PRUSSIA
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LINDSEY
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DR.
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ALDERBROOK
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DR.
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RED OAK
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TER.
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HILLTOP
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CIR.
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ROAD
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TANNERY
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DRIVE
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KING OF PRUSSIA ROAD
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CEDAR
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PL.
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WINTHROP
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LA.
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KERRWOOD
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DRIVE
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BABB
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CIR.
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FALCON RD.
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BOB WHITE RD.
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BOB
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TER.
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WHITE
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TIMBER
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CIR.
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TIMBER
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DR.
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MALLARD
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TER.
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MALLARD
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ROAD
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FOREST
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ROAD
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CRESTWOOD RD.
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CRESTLINK
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RD.
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WOOD
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BROOK-
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TER.
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SHOE
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MAKER
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LA.
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MEADOW
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LA.
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PINE
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HILL
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ROAD
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WOOD
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LAND
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DR.
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WOODLAND
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CIR.
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HIGHVIEW DRIVE
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GARRISON
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WAY
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JOEL
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DR.
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DANIEL
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RD.
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GULPH
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UPPER
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HILLS
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GULPH
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ROAD
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SOUTH COUNTY LINE ROAD
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MEADOWCROFT
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ROAD
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TORY
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TURN
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WEST MATSONFORD
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ROAD
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DENBIGH
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LA.
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DENBIGH
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LA.
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WEYEBRIGE
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LA.
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LONGVIEW
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ROAD
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LANTERN LA.
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SOUTH
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GULPH
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ROAD
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CREST
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WAY
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TRINITY
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RD.
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MAYBERRY
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RD.
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JONES ROAD
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JONES
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ROAD
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CT.
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DIANA
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LISA
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CT.
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NATTON
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CT.
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BOX
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WOOD
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CT.
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DEC
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HERT
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DR.
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SCHUYLKILL
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RIVER ROAD
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PORTLAND
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RD.
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TIMOTHY
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CIR.
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LEMONTON
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WAY
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REBEL HILL ROAD
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REBEL HILL
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ROAD
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RAMP
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DEHAVEN
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STREET
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HENDERSON
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AVE.
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LINCOLN AVE.
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GULPH
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LANE
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LA.
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SUPPLEE
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OLD
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GULPH RD.
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EAST
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MATSONFORD
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ROAD
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KENTUCKY
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AVE.
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HILLSIDE AVE.
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OLD
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MATSONFORD AVE.
AutoCAD SHX Text Valley
AutoCAD SHX Text Brooke
AutoCAD SHX Text King of Prussia
AutoCAD SHX Text Plaza
AutoCAD SHX Text Court At
AutoCAD SHX Text King of Prussia
AutoCAD SHX Text Valley Forge
AutoCAD SHX Text Shopping
AutoCAD SHX Text Center
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LOWER MERION TOWNSHIP
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RADNOR TOWNSHIP
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TREDYFFRIN TOWNSHIP
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TREDYFFRIN TOWNSHIP
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WEST NORRITON TOWNSHIP
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BOROUGH OF NORRISTOWN
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AUTHORITY
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RD.
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RD.
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MUNICIPAL BUILDING
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UPPER MERION TOWNSHIP
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PLYMOUTH
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TOWNSHIP
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WEST
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CONSHOHOCKEN
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BOROUGH
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GUTHRIE ROAD
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MALL
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GODDARD BLVD.
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JOB SITE
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VICINITY MAP
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SCALE IN FEET
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RT. 23
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DEKALB
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PIKE
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%%U TITLE
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%%USHEET
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SCHUYLKILL
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RIVER
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UPPER MERION SANITARY AND STORMWATER AUTHORITY
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MONTGOMERY COUNTY, PENNSYLVANIA
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text PRIMARY CLARIFIER No.3 - PLAN
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INDEX TO DRAWINGS
AutoCAD SHX Text Heritage
AutoCAD SHX Text Manor
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HOLLY
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DRIVE
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LANE
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TROUT RUN WPCC
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MATSUNK WPCC
AutoCAD SHX Text PRIMARY CLARIFIER No.3 - SECTION AND DETAILS
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AutoCAD SHX Text SECONDARY CLARIFIER No.4 - SECTION AND DETAILS
AutoCAD SHX Text
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TITLE SHEET
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SITE PLANS
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TROUT RUN WPCC -
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MATSUNK WPCC -
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AutoCAD SHX Text SLUDGE THICKENER No.1 - PLAN, SECTION AND DETAILS
AutoCAD SHX Text TROUT RUN AND MATSUNK WPCC'S 2026 CLARIFIER AND THICKENER MODIFICATIONS OCTOBER 2026
AutoCAD SHX Text SECONDARY CLARIFIER No.4 - PLAN
AutoCAD SHX Text
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AutoCAD SHX Text SECONDARY CLARIFIERS No.3 & 4 - SECTIONS
AutoCAD SHX Text SECONDARY CLARIFIER No.3 & 4 - PLAN
AutoCAD SHX Text
AutoCAD SHX Text SLUDGE THICKENER No.1 - DETAILS
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE 061163
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DAVID THOMAS KEE
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ISSUED FOR BID
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AutoCAD SHX Text A
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SCALE
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DWG. NO.
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FIELD BOOK
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REV.
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SHEET NO.
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PROJECT NO.
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TITLE
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CLIENT & PROJECT
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SEAL
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SEAL
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RELEASED BY
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SURVEY DATE
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CHECKED
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CHECKED
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DATE
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DRAWN
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DESIGN
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REVISION
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NO
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DATE
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BY
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APP.
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APP.
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BY
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DATE
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NO
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REVISION
AutoCAD SHX Text Birdsboro, Pennsylvania 19508
AutoCAD SHX Text 321 N. Furnace Street, Suite 200
AutoCAD SHX Text Tel 610.495.0303
AutoCAD SHX Text Dwg. Name: 11073.17-D01 TITLE SHEET.DWG Plotted: 10/13/2026 2:18 PM11073.17-D01 TITLE SHEET.DWG Plotted: 10/13/2026 2:18 PM Plotted: 10/13/2026 2:18 PM10/13/2026 2:18 PM
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DAVID THOMAS KEE, P.E.
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DAVID T. KEE, P.E.
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D.H. TOWNSEND
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OCTOBER 2026
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UPPER MERION SANITARY AND STORMWATER AUTH.
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175 WEST VALLEY FORGE ROAD
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KING OF PRUSSIA, PA. 19406
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TROUT RUN AND MATSUNK WPCC'S
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2026 CLARIFIER AND THICKENER MODIFICATIONS
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UPPER MERION TWP., MONTGOMERY COUNTY, PA
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TITLE SHEET
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AS NOTED
AutoCAD SHX Text 11073.17
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ISSUED FOR CLIENT REVIEW
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DHT
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WLB
AutoCAD SHX Text 6/26
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DTK
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DHT
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DTK
10/15/26
ASH LAGOONS
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MAIN PUMPING STATION
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SLUDGE THICKENER TANK
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GARAGE
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SLUDGE DEWATERING BUILDING
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INCINERATOR BUILDING
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ELECTRICAL SUBSTATION
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OPERATIONS BUILDING
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CHLORINE CONTACT TANK NO.2
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CHLORINE CONTACT TANK NO.1
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HYPOCHLORITE BUILDING
AutoCAD SHX Text N
AutoCAD SHX Text
SECONDARY CLARIFIER NO.1
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SECONDARY CLARIFIER NO.2
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OXIDATION TOWER NO.1
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POLYMER/ BLOWER BUILDING
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OXIDATION TOWER NO.2
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PRIMARY TRICKLING FILTER NO.1
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PRIMARY TRICKLING FILTER NO.2
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PRIMARY CLARIFIER NO.1
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PRIMARY CLARIFIER NO.2
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PRIMARY CLARIFIER NO.4
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PRIMARY CLARIFIER NO.3
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GRIT FACILITY
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OXIDATION TOWER PUMP STATION
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SOLIDS CONTACT TANK
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SECONDARY CLARIFIER DISTRIBUTION CHAMBER
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SECONDARY CLARIFIER NO.3
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SECONDARY CLARIFIER NO.4
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SLUDGE CONTROL RECIRC. CHAMBER
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SLUDGE CONTROL RECIRC. CHAMBER
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PLANT ACCESS DRIVE FROM MANCILL MILL ROAD
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EXIST CLARIFIER TO BE UPGRADED. SEE SHT. NO. 3 & 4.
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MAIN PS ENERGENCY GENERATOR
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SLUDGE CONTROL DISCH. CHAMBER
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PRIMARY CLARIFIER DISTRIBUTION CHAMBER
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EXIST MCC SEE NOTE 4
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SEE SITE PLAN GENERAL NOTE 5 FOR REQUIRED WORK.
AutoCAD SHX Text N
AutoCAD SHX Text
ROTATING BIOLOGICAL CONTACTORS
AutoCAD SHX Text McCOYS LANE
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SECONDARY CLARIFIER NO.3
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SECONDARY CLARIFIER NO.4
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CHLORINE BUILDING
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CHLORINE CONTACT TANK
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CHLORINE CONTACT TANK
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ADMINISTRATION /CONTROL BUILDING
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SECONDARY CLARIFIER NO.1
AutoCAD SHX Text
SECONDARY CLARIFIER NO.2
AutoCAD SHX Text
SECONDARY CLARIFIER D-BOX
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TRICKLING FILTER NO.4
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TRICKLING FILTER NO.2
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TRICKLING FILTER NO.1
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TRICKLING FILTER NO.3
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IGARAGE/ MAINTENANCE BUILDING
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SLUDGE DEWATERING BUILDING
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SLUDGE THICKENER NO.1
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SLUDGE THICKENER NO.2
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SLUDGE CONTROL BUILDING
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FLY ASH LAGOONS
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RECIRCULATION PUMP STATION
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PROCESS WASTE PUMP STATION
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EMERGENCY GENERATOR
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TRICKLING FILTER PUMP STATION
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ELECTRICAL SUBSTATION
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PRIMARY CLARIFIER NO.1
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PRIMARY CLARIFIER NO.2
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PRIMARY CLARIFIER NO.3
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SCREENING & GRIT BUILDING
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FLOW EQUALIZATION TANK
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INFLUENT PUMP STATION
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BLOWER BUILDING
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ADMINISTRATION BUILDING
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MAINTENANCE GARAGE
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EXIST MCC SEE NOTE 4
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EXIST THICKENER TO BE UPGRADED. SEE SHT. NO. 9.
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EXIST CLARIFIER TO BE UPGRADED. SEE SHT. NO. 5 & 6.
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EXIST CLARIFIER TO BE UPGRADED. SEE SHT. NO. 7 & 8.
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EXIST CLARIFIER TO BE UPGRADED. SEE SHT. NO. 7 & 8.
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE 061163
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DAVID THOMAS KEE
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ISSUED FOR BID
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AutoCAD SHX Text A
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SCALE
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DWG. NO.
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FIELD BOOK
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REV.
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SHEET NO.
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PROJECT NO.
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TITLE
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CLIENT & PROJECT
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SEAL
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SEAL
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RELEASED BY
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SURVEY DATE
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CHECKED
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CHECKED
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DATE
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DRAWN
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DESIGN
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REVISION
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NO
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DATE
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BY
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APP.
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APP.
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BY
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DATE
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NO
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REVISION
AutoCAD SHX Text Birdsboro, Pennsylvania 19508
AutoCAD SHX Text 321 N. Furnace Street, Suite 200
AutoCAD SHX Text Tel 610.495.0303
AutoCAD SHX Text Dwg. Name: 11073.17-S01 SITE PLANS.DWG Plotted: 10/13/2026 2:21 PM11073.17-S01 SITE PLANS.DWG Plotted: 10/13/2026 2:21 PM Plotted: 10/13/2026 2:21 PM10/13/2026 2:21 PM
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DAVID THOMAS KEE, P.E.
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DAVID T. KEE, P.E.
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D.H. TOWNSEND
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OCTOBER 2026
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UPPER MERION SANITARY AND STORMWATER AUTH.
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175 WEST VALLEY FORGE ROAD
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KING OF PRUSSIA, PA. 19406
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TROUT RUN AND MATSUNK WPCC'S
AutoCAD SHX Text
2026 CLARIFIER AND THICKENER MODIFICATIONS
AutoCAD SHX Text
UPPER MERION TWP., MONTGOMERY COUNTY, PA
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TROUT RUN AND MATSUNK WPCC'S
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SITE PLANS
AutoCAD SHX Text 11073.17
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ISSUED FOR CLIENT REVIEW
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DHT
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WLB
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DTK
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SITE PLAN GENERAL NOTES
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1. NO EXCAVATION IS EXPECTED FOR THIS PROJECT. HOWEVER, IF EXCAVATION IS NECESSARY, THE FOLLOWING NOTES NO EXCAVATION IS EXPECTED FOR THIS PROJECT. HOWEVER, IF EXCAVATION IS NECESSARY, THE FOLLOWING NOTES 2 AND 3 WILL APPLY. 2. EXISTING SITE PIPING PLANS WILL BE AVAILABLE FOR CONTRACTOR REVIEW DURING CONSTRUCTION TO ASSIST IN EXISTING SITE PIPING PLANS WILL BE AVAILABLE FOR CONTRACTOR REVIEW DURING CONSTRUCTION TO ASSIST IN LOCATING EXISTING UNDERGROUND UTILITIES. THE ACCURACY OF THESE DRAWINGS CANNOT BE GUARANTEED. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE AREAS OF EXCAVATION PRIOR TO PERFORMING ANY EXCAVATION WORK. CONTRACTOR SHALL CONDUCT EXCAVATION WITH UTMOST CARE TO ENSURE NO DAMAGE IS DONE TO EXISTING UNDERGROUND SYSTEMS. IN THE EVENT THE CONTRACTOR DAMAGES ANY EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING REPAIRS TO THE OWNER'S SATISFACTION AT NO ADDED COST TO THE OWNER. 3. IF THE CONTRACTOR FINDS UNDERGROUND UTILITIES NOT SHOWN BY EXISTING SITE PIPING, THE CONTRACTOR SHALL IF THE CONTRACTOR FINDS UNDERGROUND UTILITIES NOT SHOWN BY EXISTING SITE PIPING, THE CONTRACTOR SHALL BRING THE ISSUE TO THE OWNER AND ENGINEER FOR A DETERMINATION OF THE CORRECTION. THIS CORRECTION IS NOT PART OF THE CONTRACT. 4. VERIFY PROPER SIZING OF EXISTING MOTOR STARTER OVERLOAD RELAY HEATER ELEMENTS FOR INSTALLED CLARIFIER VERIFY PROPER SIZING OF EXISTING MOTOR STARTER OVERLOAD RELAY HEATER ELEMENTS FOR INSTALLED CLARIFIER DRIVE MOTORS AND REPLACE IF NECESSARY. a. TROUT RUN WPCC - EXISTING SECONDARY CLARIFIER NO. 4 MCC STARTER UNITS ARE LOCATED IN OPERATIONS TROUT RUN WPCC - EXISTING SECONDARY CLARIFIER NO. 4 MCC STARTER UNITS ARE LOCATED IN OPERATIONS BUILDING. b. MATSUNK WPCC - EXISTING SECONDARY CLARIFIER NO. 3 MCC STARTER UNITS ARE LOCATED IN ADMINISTRATION/ MATSUNK WPCC - EXISTING SECONDARY CLARIFIER NO. 3 MCC STARTER UNITS ARE LOCATED IN ADMINISTRATION/ CONTROL BUILDING. c. MATSUNK WPCC - EXISTING SECONDARY SLUDGE THICKENER NO. 1 MCC STARTER UNITS ARE LOCATED IN MATSUNK WPCC - EXISTING SECONDARY SLUDGE THICKENER NO. 1 MCC STARTER UNITS ARE LOCATED IN SLUDGE CONTROL BUILDING. 5. FOLLOWING WORK SHALL BE PERFORMED ON TROUT RUN SECONDARY CLARIFIER NO. 2. FOLLOWING WORK SHALL BE PERFORMED ON TROUT RUN SECONDARY CLARIFIER NO. 2. a. REMOVE SCUM TROUGH DUMP VALVE. CLOSE OPENING WITH WELDED STEEL PLATE. REMOVE SCUM TROUGH DUMP VALVE. CLOSE OPENING WITH WELDED STEEL PLATE. b. REPLACE SKIMMER ARM & SKIMMER MECHANISM. REPLACE SKIMMER ARM & SKIMMER MECHANISM. c. FOR SIMILAR WORK SHOWN ON SECONDARY CLARIFIER NO. 4, SEE SHT. NO. 3 & 4.FOR SIMILAR WORK SHOWN ON SECONDARY CLARIFIER NO. 4, SEE SHT. NO. 3 & 4.
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TROUT RUN WPCC SITE PLAN
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SCALE: 1" = 50'-0"
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MATSUNK WPCC SITE PLAN
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SCALE: 1" = 50'-0"
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AutoCAD SHX Text 25'
AutoCAD SHX Text 50'
AutoCAD SHX Text 100'
AutoCAD SHX Text 150'
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SCALE: 1" = 50'
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DHT
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DTK
N
AutoCAD SHX Text SECONDARY CLARIFIER No.4
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TROUT RUN W.P.C.C.
AutoCAD SHX Text SECONDARY CLARIFIER No.4 PLAN
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SCALE: 3/16"=1'-0"
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14" CI INFLUENT
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HIGH POINT IN CHANNEL EL 95.21±
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SLOPE
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SLOPE
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EFFLUENT WEIR
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EFFLUENT CHANNEL
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DIRECTION OF ROTATION
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ALUM. WALKWAY & HANDRAIL (TYP)
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NOTE: RAKE ARM MECHANISM AND DRIVE UNIT ARE NOT SHOWN ON PLAN.
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8" CI SLUDGE LINE
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ROTATING INFLUENT WELL
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LOW POINT IN CHANNEL EL 94.71±
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12" CI EFFLUENT
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SCUM TROUGH
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SCUM BOX
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6" SCUM
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SCUM BAFFLE
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SKIMMER MECHANISM
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SKIMMER BLADE
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8" SLUDGE LINE
AutoCAD SHX Text DRIVE UNIT MANUFACTURER REPLACEMENT NOTES: OVIVO WILL MANUFACTURE AND SUPPLY ONE (1) COMPLETE C30HT DRIVE UNIT TO INCLUDE THE FOLLOWING: 1. C30HT DRIVE RATED TO MATCH EXISTING DORR OLIVER 30S1 DRIVE UNIT. C30HT DRIVE RATED TO MATCH EXISTING DORR OLIVER 30S1 DRIVE UNIT. 2. DRIVE TORQUE CONTROL UNIT WITH MICRO SWITCHES AND ACTUATING PIN. DRIVE TORQUE CONTROL UNIT WITH MICRO SWITCHES AND ACTUATING PIN. 3. MOTOR DRIVE PACKAGE (3/4 HP TEFC MOTOR, REDUCER, SPROCKETS, CHAIN AND GUARD). MOTOR DRIVE PACKAGE (3/4 HP TEFC MOTOR, REDUCER, SPROCKETS, CHAIN AND GUARD). 4. OVIVO PAINT SCHEME - OVIVO PAINT SCHEME - a. (2) COATS OF TNEMEC N69F EPOXY @ 6-8 MILS DFT (SKY BLUE COLOR). (2) COATS OF TNEMEC N69F EPOXY @ 6-8 MILS DFT (SKY BLUE COLOR). b. TOP COATED WITH (1) COAT OF TNEMEC 73 ENDURA SHIELD URETHANE @ 2-3 MILS DFT. TOP COATED WITH (1) COAT OF TNEMEC 73 ENDURA SHIELD URETHANE @ 2-3 MILS DFT. c. TOP COAT IS HIGHLY RESISTANT TO ABRASION, WET CONDITIONS, CORROSIVE FUMES, CHEMICAL TOP COAT IS HIGHLY RESISTANT TO ABRASION, WET CONDITIONS, CORROSIVE FUMES, CHEMICAL CONTACT AND WEATHERING. 5. ADAPTER STEEL. ADAPTER STEEL. 6. INSTALLATION FASTENERS & SHIM KIT (304 SS). INSTALLATION FASTENERS & SHIM KIT (304 SS). 7. SUBMITTALS AND O & M MANUAL. SUBMITTALS AND O & M MANUAL. 8. ONE (1) YEAR WARRANTY. ONE (1) YEAR WARRANTY. 9. ENGINEERING. ENGINEERING. 10. FCA FREIGHT. FCA FREIGHT. 11. STARTUP/CHECKOUT SERVICES - ONE (1) OVIVO SERVICEMAN VISIT FOR ONE (1) TRIP OF ONE (1) STARTUP/CHECKOUT SERVICES - ONE (1) OVIVO SERVICEMAN VISIT FOR ONE (1) TRIP OF ONE (1) DAY ON SITE TO INSPECT DRIVE UNIT INSTALLATION, PERFORM CHECKOUT (START-UP) AND PROVIDE OPERATOR TRAINING AS NEEDED. ITEMS NOT INCLUDED BY OVIVO (MANUFACTURER): 1. REMOVAL OR INSTALLATION SERVICES (TO BE PROVIDED BY CONTRACTOR). REMOVAL OR INSTALLATION SERVICES (TO BE PROVIDED BY CONTRACTOR). 2. DRAINING OR CLEANING OF TANK PRIOR TO START OF REMOVAL OR INSTALLATION (TO BE PROVIDED DRAINING OR CLEANING OF TANK PRIOR TO START OF REMOVAL OR INSTALLATION (TO BE PROVIDED BY OWNER). 3. ELECTRICAL DISCONNECT/INSTALLATION OR ALTERATION OF EXISTING ELECTRICAL SUPPLY (TO BE ELECTRICAL DISCONNECT/INSTALLATION OR ALTERATION OF EXISTING ELECTRICAL SUPPLY (TO BE PROVIDED BY CONTRACTOR). 4. DRIVE LUBRICANTS/OIL OR SPECIAL PAINT (TO BE PROVIDED BY CONTRACTOR). DRIVE LUBRICANTS/OIL OR SPECIAL PAINT (TO BE PROVIDED BY CONTRACTOR). 5. DRIVE UNIT OFF-LOAD FROM TRUCK (TO BE PROVIDED BY CONTRACTOR). DRIVE UNIT OFF-LOAD FROM TRUCK (TO BE PROVIDED BY CONTRACTOR). 6. FINISH OR TOUCH-UP PAINT (TO BE PROVIDED BY CONTRACTOR).FINISH OR TOUCH-UP PAINT (TO BE PROVIDED BY CONTRACTOR).
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE WITH OWNER FOR REMOVING TANK FROM SERVICE. OWNER WILL CONTRACTOR SHALL COORDINATE WITH OWNER FOR REMOVING TANK FROM SERVICE. OWNER WILL DRAIN TANK. 2. ALL SUBMERGED & ABOVE WATERLINE STEEL COMPONENTS SHALL BE CLEANED, INSPECTED, AND ALL SUBMERGED & ABOVE WATERLINE STEEL COMPONENTS SHALL BE CLEANED, INSPECTED, AND IF REQUIRED, PAINTED BY OWNER UNDER SEPARATE CONTRACT. 3. ALL REQUIRED NEW & REPLACED STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED OF TYPE ALL REQUIRED NEW & REPLACED STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED OF TYPE 304 STAINLESS STEEL (STN STL) UNLESS NOTED OTHERWISE. 4. EXISTING WIRE AND CONDUIT FROM EXISTING JUNCTION BOX TO DRIVE UNIT TO BE REMOVED EXISTING WIRE AND CONDUIT FROM EXISTING JUNCTION BOX TO DRIVE UNIT TO BE REMOVED AND REPLACED AS SHOWN. EXISTING SELECTOR SWITCH (MTD AT END WALKWAY) TO BE REPLACED IN KIND. EXISTING ALARM HORN (MTD AT END WALKWAY) TO TO BE REMOVED. NEW WIRING TO BE CONNECTED INTO EXISTING POWER & CONTROL WIRING AT EXISTING JUCTION BOX (TO MCC) TO MATCH EXISTING CIRCUITRY. 5. SKIMMER ARM SHALL BE A SOLID WELDED STN STL STRUCTURE. IT SHALL RESEMBLE THE SKIMMER ARM SHALL BE A SOLID WELDED STN STL STRUCTURE. IT SHALL RESEMBLE THE CONFIGURATION OF THE SKIMMER ARM ON SECONDARY CLARIFIER No.2. CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND PROVIDE A SHOP SUBMITTAL OF THE PLANNED CONFIGURATION FOR REVIEW BY THE ENGINEER AND OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING DIMENSIONS.
AutoCAD SHX Text EXISTING DRIVE UNIT (NOT SHOWN) TO BE REMOVED AND REPLACED WITH NEW DRIVE UNIT 3/4HP, 480V-3
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MODIFY EXISTING WALKWAY & HANDRAIL TO SUIT NEW DRIVE UNIT AS REQ'D
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AutoCAD SHX Text B
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TO MCC
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4#14-3/4"C (TORQUE SWITCHES)
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3#12, #12GND-3/4"C (MOTOR)
AutoCAD SHX Text J
AutoCAD SHX Text N4X
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30A/3P, NF, NEMA 4X(SS) DISCONNECT SWITCH (SEE GENERAL NOTE 4)
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3#12, #12GND, 4#14-3/4"C (SEE GENERAL NOTE 4)
AutoCAD SHX Text CONNECT TO EXISTING POWER & CONTROL WIRING IN EXISTING JUNCTION BOX (SEE GENERAL NOTE 4)
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text J
AutoCAD SHX Text N4X
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ALARM HORN
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4#14-3/4"C (SEL SWITCH)
AutoCAD SHX Text (See Sheet 4 Of 10)
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REPLACE SKIMMER ARM & SKIMMER MECHANISM (SEE GENERAL NOTE 5)
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REMOVE SCUM TROUGH DUMP VALVE. CLOSE OPENING WITH WELDED STEEL PLATE.
AutoCAD SHX Text S
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(TO BE REMOVED)
AutoCAD SHX Text REPLACE SELECTOR SWITCH W/ NEMA 4X. SWITCH CONFIGURATION TO MATCH EXIST. (SEE GENERAL NOTE 4)
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SELECTOR SWITCH
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REPLACE STEEL GUIDES. REFER TO TYPICAL SCUM TROUGH DETAIL ON SHT. 10 FOR GUIDES.
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE 061163
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DAVID THOMAS KEE
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ISSUED FOR BID
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AutoCAD SHX Text A
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ISSUED FOR CLIENT REVIEW
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DHT
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WLB
AutoCAD SHX Text 6/26
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DTK
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SCALE
AutoCAD SHX Text DWG. No.
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FIELD BOOK
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REV.
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text PROJECT No.
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TITLE
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CLIENT & PROJECT
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SEAL
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SEAL
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RELEASED BY
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SURVEY DATE
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CHECKED
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CHECKED
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DATE
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DRAWN
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DESIGN
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REVISION
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NO
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DATE
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BY
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APP.
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APP.
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BY
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DATE
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NO
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REVISION
AutoCAD SHX Text Birdsboro, Pennsylvania 19508
AutoCAD SHX Text 321 N. Furnace Street, Suite 200
AutoCAD SHX Text Tel 610.495.0303
AutoCAD SHX Text Dwg. Name: 11073.17-B01 CLARIFIERS.DWG Plotted: 10/13/2026 2:22 PM11073.17-B01 CLARIFIERS.DWG Plotted: 10/13/2026 2:22 PM Plotted: 10/13/2026 2:22 PM10/13/2026 2:22 PM
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DAVID THOMAS KEE, P.E.
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DAVID T. KEE, P.E.
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D.H. TOWNSEND
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OCTOBER 2026
AutoCAD SHX Text
UPPER MERION SANITARY AND STORMWATER AUTH.
AutoCAD SHX Text
175 WEST VALLEY FORGE ROAD
AutoCAD SHX Text
KING OF PRUSSIA, PA. 19406
AutoCAD SHX Text
TROUT RUN AND MATSUNK WPCC'S
AutoCAD SHX Text
2026 CLARIFIER AND THICKENER MODIFICATIONS
AutoCAD SHX Text
UPPER MERION TWP., MONTGOMERY COUNTY, PA
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TROUT RUN WPCC
AutoCAD SHX Text SECONDARY CLARIFIER No.4
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PLAN
AutoCAD SHX Text 11073.17
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AutoCAD SHX Text 16'
AutoCAD SHX Text 12'
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
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SCALE: 3/16" = 1'-0"
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DHT
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DTK
TROUT RUN WPCC
AutoCAD SHX Text SECONDARY CLARIFIER No.4 SECTION
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SCALE: 3/16"=1'-0"
AutoCAD SHX Text 9'-11"±
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EL 87.33±
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TOP WALL EL 97.25±
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12" CI EFFLUENT EL 93.25±
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WATER LEVEL EL 96.00±
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8" CI SLUDGE LINE EL 82.26±
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14" CI INFLUENT
AutoCAD SHX Text 8'-6"± S.W.D.
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ALUM HANDRAIL
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WALKWAY
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SCUM TROUGH
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SCUM TROUGH SUPPORT
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6" CI SCUM LINE
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ROTATING INFLUENT WELL
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CENTER CAGE
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CENTER COLUMN
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RAKE ARM
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RAKE ARM
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GUY ROD
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SKIMMER END SUPPORT
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SKIMMER BLADE
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SLUDGE POCKET
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SQUEEGEES
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BLADES
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2" GROUT
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1 1/2" BLADE CLEARANCE
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EFFLUENT WEIR TOP EL 96.12±
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TOP OF CONC EL 95.71±
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LOW POINT EL 94.71±
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EX GRADE EL 116.0±
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CONC LANDING & STAIRS
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HIGH POINT EL 95.21±
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SCUM BAFFLE TOP EL 96.37±
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OUTLET PORTS
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EL 87.50±
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65'± INSIDE DIAMETER
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SKIMMER BLADE
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COUNTER WEIGHT
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SKIMMER MECHANISM
AutoCAD SHX Text NOTE: TYPICAL SECTION SHOWN FOR EQUIPMENT/PIPING. REFER TO PLAN FOR CORRECT EQUIPMENT/PIPING ORIENTATION
AutoCAD SHX Text SECONDARY CLARIFIER No.4 NOTE: 1. REFER TO DRIVE UNIT MANUFACTURER REPLACEMENT REFER TO DRIVE UNIT MANUFACTURER REPLACEMENT DRIVE UNIT MANUFACTURER REPLACEMENT NOTES AND GENERAL NOTES ON SHEET 3. AND GENERAL NOTES ON SHEET 3.GENERAL NOTES ON SHEET 3. ON SHEET 3.
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(TO REMAIN)
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(TO REMAIN)
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(TO REMAIN)
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EXISTING DRIVE UNIT (NOT SHOWN) TO BE REMOVED AND REPLACED WITH NEW DRIVE UNIT
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MODIFY EXISTING WALKWAY & HANDRAIL TO SUIT NEW DRIVE UNIT
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STRUCTURAL SUPPORT MODIFICATIONS AS REQ'D BY DRIVE MFGR
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(TO REMAIN)
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REPLACE SKIMMER ARM (SEE GENERAL NOTE 5 ON SHT. 3)
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REMOVE SCUM TROUGH DUMP VALVE. CLOSE OPENING WITH WELDED STEEL PLATE.
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE 061163
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DAVID THOMAS KEE
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ISSUED FOR BID
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AutoCAD SHX Text A
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ISSUED FOR CLIENT REVIEW
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DHT
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WLB
AutoCAD SHX Text 6/26
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DTK
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AutoCAD SHX Text 16'
AutoCAD SHX Text 12'
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
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SCALE: 3/16" = 1'-0"
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SCALE
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FIELD BOOK
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REV.
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AutoCAD SHX Text PROJECT No.
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TITLE
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CLIENT & PROJECT
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SEAL
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SEAL
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RELEASED BY
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SURVEY DATE
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CHECKED
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CHECKED
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DATE
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DRAWN
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DESIGN
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REVISION
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NO
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DATE
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BY
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APP.
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APP.
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BY
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DATE
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NO
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REVISION
AutoCAD SHX Text Birdsboro, Pennsylvania 19508
AutoCAD SHX Text 321 N. Furnace Street, Suite 200
AutoCAD SHX Text Tel 610.495.0303
AutoCAD SHX Text Dwg. Name: 11073.17-B01 CLARIFIERS.DWG Plotted: 10/13/2026 2:22 PM11073.17-B01 CLARIFIERS.DWG Plotted: 10/13/2026 2:22 PM Plotted: 10/13/2026 2:22 PM10/13/2026 2:22 PM
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DAVID THOMAS KEE, P.E.
AutoCAD SHX Text
DAVID T. KEE, P.E.
AutoCAD SHX Text
D.H. TOWNSEND
AutoCAD SHX Text
OCTOBER 2026
AutoCAD SHX Text
UPPER MERION SANITARY AND STORMWATER AUTH.
AutoCAD SHX Text
175 WEST VALLEY FORGE ROAD
AutoCAD SHX Text
KING OF PRUSSIA, PA. 19406
AutoCAD SHX Text
TROUT RUN AND MATSUNK WPCC'S
AutoCAD SHX Text
2026 CLARIFIER AND THICKENER MODIFICATIONS
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UPPER MERION TWP., MONTGOMERY COUNTY, PA
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TROUT RUN WPCC
AutoCAD SHX Text SECONDARY CLARIFIER No.4
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SECTION AND DETAILS
AutoCAD SHX Text 11073.17
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DHT
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DTK
AutoCAD SHX Text 10/15/26
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C30HT DRIVE
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GENERAL ARRANGEMENT DRAWING
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NOT TO SCALE
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CATWALK
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RAILING
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RAILING
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DRIVE ASSEMBLY
AutoCAD SHX Text NOTE: 1. THE INTENT IS FOR THE DRIVE TO BE IN THIS ORIENTATION TO FACILITATE MAINTENANCE OF THE DRIVE. THE INTENT IS FOR THE DRIVE TO BE IN THIS ORIENTATION TO FACILITATE MAINTENANCE OF THE DRIVE. 2. NO OTHER ORIENTATION SHALL BE PROVIDED. NO OTHER ORIENTATION SHALL BE PROVIDED. 3. ARRANGEMENT PLAN TYPICAL FOR ALL CLARIFERS AND THICKENERS HAVING DRIVE REPLACEMENT.ARRANGEMENT PLAN TYPICAL FOR ALL CLARIFERS AND THICKENERS HAVING DRIVE REPLACEMENT.
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NOT TO SCALE
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TYPICAL DRIVE ORIENTATION PLAN
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DRIVE CONTROL ASSEMBLY
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DRIVE CHAIN GUARD
DRIVE MOTOR
MATSUNK WPCC
AutoCAD SHX Text PRIMARY CLARIFIER No.3 PLAN
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SCALE: 1/4"=1'-0"
AutoCAD SHX Text PRIMARY CLARIFIER No.3
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24" INFLUENT
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HIGH POINT IN CHANNEL EL 105.00±
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SLOPE
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SLOPE
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EFFLUENT WEIR (ALL AROUND)
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EFFLUENT CHANNEL
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DIRECTION OF ROTATION
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ALUM. WALKWAY & HANDRAIL (TYP)
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NOTE: RAKE ARM MECHANISM AND DRIVE UNIT ARE NOT SHOWN ON PLAN.
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10" PRI SLUDGE LINE
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INFLUENT WELL
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L.P CONC FILL IN CHANNEL EL 104.75±
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24" EFFLUENT
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SCUM BAFFLE
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SKIMMER MECHANISM
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SKIMMER BLADE
AutoCAD SHX Text EXISTING DRIVE UNIT (NOT SHOWN) TO BE REMOVED AND REPLACED WITH NEW DRIVE UNIT 3/4HP, 480V-3
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MODIFY EXISTING WALKWAY & HANDRAIL TO SUIT NEW DRIVE UNIT AS REQ'D
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INV. EL. 100.58±
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SCUM TROUGH
AutoCAD SHX Text EXISTING SCUM TROUGH TO BE REMOVED AND REPLACED WITH NEW STN STL SCUM TROUGH. SEE DETAIL SHT. 10.
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8" TELESCOPIC VALVE
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PRIMARY CLARIFIER SCUM BOX
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8" SCUM
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EXISTING "V" NOTCH EFFLUENT WEIR TO BE SANDBLASTED AND PAINTED.
AutoCAD SHX Text N
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TO MCC/PANEL
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4#14-3/4"C (TORQUE SWITCHES)
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3#12, #12GND-3/4"C (MOTOR)
AutoCAD SHX Text J
AutoCAD SHX Text N4X
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30A/3P, NF, NEMA 4X DISCONNECT SWITCH FOR DRIVE MOTOR
AutoCAD SHX Text 3#12, #12GND (DRIVE MOTOR); 8#14 (CONTROL); 2#12, #12GND (RECEPT) -3/4"C (SEE GENERAL NOTE 4)
AutoCAD SHX Text CONNECT TO EXISTING CONDUIT WITH CLARIFIER DRIVE POWER/CONTROL WIRING &…
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