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Story Map: Stormwater, the Community and YOU

Keystone Consulting Engineers built a Story Map on ESRI's GIS platform for Upper Macungie Township, Lehigh County, Pennsylvania. This story map is an interactive map that assists UMT with it's MS4 objectives.
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Essroc

Essroc Italcementi Group

KCE provided AutoCAD services, pre- and post-survey calculations, detailed stake-out, existing feature/topographic surveys of main tie-in points, High Wall Monitoring, and the establishment of an intricate system of permanent survey control in NAVD 88 – PA South zone state plane coordinate system for Essroc, the leading manufacturer of cement in North America.
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Coudersport – Housing Authority Site

Soil and groundwater were impacted by chlorinated solvents at the Site due to historical activities on the property. Historical uses included the following:• Heading factory (sawmill)• Shingle factory• Foundry and
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Hanover Township Lehigh County

Hanover Township (Lehigh County) GIS

KCE has been managing a multi-year project to map utilities and appurtenances throughout the Township and create a GIS-based infrastructure management system. KCE’s work will improve emergency response, maintenance scheduling and budgeting, and greatly reduce the time typically required to retrieve utility data.
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Creamery Road Park

KCE performed the surveying and engineering services for the design of the pavilion, parking lot, ball fields, and pedestrian pathways for this park.
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Bear Road Bridge Replacement

KCE was proud to assist our municipal client Lowhill Township, Lehigh County in completing a bridge project. Our team performed surveying, construction stake-out, permitting, developed plans and specification and contract
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Village of Bowers Water Main Replacement Project

Keystone Consulting Engineers, Inc. (KCE) designed the water main replacement project for Maxatawny Township Municipal Authority in 2020. The project was sponsored by the United States Department of Agriculture, with funding through a Rural Utilities Service (RUS) program, and included the replacement of over 9,000 feet of existing two and three inch plastic, galvanized steel, and cast iron main line with new eight inch coated ductile iron, C900 PVC and HDPE main line, along with fire hydrants, valves, water services, and appurtenances.
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Former Sandy Bottom Gulf Facility

Soil and groundwater were impacted by petroleum contaminants due to a subsurface release from a gasoline underground storage tank (UST) system in 1988. Light non-aqueous phase liquid (LNAPL) was present
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