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Water-Resources Investigations Report 98-4076

Prepared for the U.S. Environmental Protection Agency

Evaluation of Hydrologic Data Collected at the North Penn Area 12 Superfund Site, Montgomery County, Pennsylvania

By Lisa A. Senior, Kevin E. Grazul, and Charles R. Wood

Abstract

The North Penn Area 12 Superfund Site is underlain by the Lockatong Formation, which consists of interbedded gray to black siltstone and shale. The beds of the Lockatong Formation strike northeast and dip about 10° to 20° to the northwest in the vicinity of the site. Ground water moves through fractures that are nearly vertical and horizontal in the shale and siltstone. Permeability and storage are very low.

Borehole-geophysical logs were obtained from eight wells to determine the location of fractures, water-producing and water-receiving intervals, and intervals of borehole flow. The logs also were used to quantify fluid movement in the borehole, to characterize the lithology, and to obtain data on well construction. The logs indicate fractures at depths less than 100 feet are more frequent and generally are more productive than fractures at depths greater than 100 feet. The fluid resistivity of water in shallow intervals usually was greater than that in deeper intervals. The rate and direction of fluid movement under nonpumping conditions differs in the boreholes logged. In the northwest part of the site, no vertical flow was detected in three wells and very small amounts of flow were measured in two wells. In the southwest part of the site, downward flow was measured in two wells.

Aquifer-isolation tests in three wells provided information on hydraulic heads and specific capacities in discrete vertical intervals and allowed collection of water samples from discrete water-bearing intervals.

Natural annual fluctuations of water levels in 11 wells ranged from 11.4 to 28.3 feet. Seven of the 11 wells have very similar water-level hydrographs. The four southernmost wells on the site show rises in water levels after precipitation much sooner than the other seven wells. Two other wells show daily fluctuations caused by pumping. A potentiometric-surface map of the site and vicinity was prepared from water-level measurements made in late July 1995. The map can be used to determine the approximate direction of ground-water flow.

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Suggested citation:

Senior, L.A., Grazul, K.E., and Wood, C.R., 1998, Evaluation of hydrologic data collected at the North Penn Area 12 Superfund Site, Montgomery County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 98-4076, 43 p.



Contents

Abstract

Introduction

Study methods

Analysis of borehole-geophysical logs and aquifer-isolation tests

Comparison of geophysical logs and results of aquifer-isolation tests

Analysis of borehole-geophysical logs and aquifer-isolation tests

Water-level measurements

Analysis of borehole-geophysical logs and aquifer-isolation tests

Summary

Analysis of borehole-geophysical logs and aquifer-isolation tests

References cited

Analysis of borehole-geophysical logs and aquifer-isolation tests

Appendix—Record of wells at and near the North Penn Area 12 Superfund Site, Worcester Township, Montgomery County, Pennsylvania


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