Geology and Mineral Resources Quakertown-Doylestown District Pennsylvania and New Jersey
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[Pennsylvania County Histories]
HEFEI 1ENCE y J^L v &fF i (10LLEI JTIONS S —A <f n v-- ? f 3 fCrll V, C3 Digitized by the Internet Archive in 2018 with funding from This project is made possible by a grant from the Institute of Museum and Library Services as administered by the Pennsylvania Department of Education through the Office of Commonwealth Libraries https://archive.org/details/pennsylvaniacoun61unse M tA R K TWAIN’S ScRdP ©GOK. DA TENTS: UNITED STATES. GREAT BRITAIN. FRANCE. June 24th, 1873. May i6th, 1877. May i 8th, 1877. TRADE MARKS: UNITED STATES. GREAT BRITAIN. Registered No. 5,896. Registered No. 15,979. DIRECTIONS. Use but little moisture, and only on ibe gummed lines. Press the scrap on without wetting it. DANIEL SLOPE A COMPANY, NEW YORK. IIsTIDEX: externaug from the Plymouth line to the Skippack road. Its lower line was From, ... about the Plymouth road, and its vpper - Hue was the rivulet running to Joseph K. Moore’s mill, in Norriton township. In 1/03 the whole was conveyed to Philip Price, a Welshman, of Upper Datef w. Merion. His ownership was brief. In the same year he sold the upper half, or 417 acres, to William Thomas, another Welshman, of Radnor. This contained LOCAL HISTORY. the later Zimmerman, Alfred Styer and jf »jfcw Augustus Styer properties. In 1706 Price conveyed to Richard Morris the The Conrad Farm, Whitpain—The Plantation •emaining 417 acres. This covered the of John Rees—Henry Conrad—Nathan Conrad—The Episcopal Corporation. present Conrad, Roberts, Detwiler, Mc¬ The present Conrad farm in Whitpain Cann, Shoemaker, Iudehaven and Hoover farms. -
Montgomery Township N.R.I. Appendix – Nitrate Dilution
Nitrate Dilution Modeling of Montgomery Township, Somerset County, NJ Prepared for: Montgomery Township Environmental Commission Somerset County, NJ 2261 Route 206 Belle Mead, NJ 08502 Prepared by: The GIS Center Stony Brook-Millstone Watershed Association 31 Titus Mill Road Pennington, NJ 08534 April 8, 2004 Introduction Nitrate from natural sources generally only occurs in ground water at low levels but anthropogenic sources can lead to elevated concentrations. Sources include fertilizers, animal waste, and sewage effluent. Nitrate is considered a contaminant in ground water because of various impacts to human health and aquatic ecology. For instance, high levels of nitrate intake in infants can lead to methemoglobinemia, or blue baby syndrome (Hem, 1985; U.S. EPA, 1991). Because of its low natural occurrence and solubility and stability in groundwater, nitrate can also serve as an indicator for possible bacterial, viral, or chemical contaminants of anthropogenic origin. Nitrogen is present in septic system effluent and is converted to nitrate through biological processes active in the soil below the drain field. Once this nitrification process is complete, nitrate is a stable and mobile compound in ground water under normal conditions (Hoffman and Canace, 2001). Nitrate concentrations resulting from septic effluent are mitigated by dilution if the septic effluent is combined over time with water entering the ground through infiltration during and after storm events. The extent of this dilution effect is clearly dependent on long-term rates of both infiltration and nitrate loading from septic system sources. The density of septic systems relative to infiltration rates in a particular area is therefore a critical factor controlling the ultimate nitrate level in ground water. -
Triassic- Jurassic Stratigraphy Of
Triassic- Jurassic Stratigraphy of the <JF C7 JL / Culpfeper and B arbour sville Basins, VirginiaC7 and Maryland/ ll.S. PAPER Triassic-Jurassic Stratigraphy of the Culpeper and Barboursville Basins, Virginia and Maryland By K.Y. LEE and AJ. FROELICH U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1472 A clarification of the Triassic--Jurassic stratigraphic sequences, sedimentation, and depositional environments UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON: 1989 DEPARTMENT OF THE INTERIOR MANUEL LUJAN, Jr., Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government Library of Congress Cataloging in Publication Data Lee, K.Y. Triassic-Jurassic stratigraphy of the Culpeper and Barboursville basins, Virginia and Maryland. (U.S. Geological Survey professional paper ; 1472) Bibliography: p. Supt. of Docs. no. : I 19.16:1472 1. Geology, Stratigraphic Triassic. 2. Geology, Stratigraphic Jurassic. 3. Geology Culpeper Basin (Va. and Md.) 4. Geology Virginia Barboursville Basin. I. Froelich, A.J. (Albert Joseph), 1929- II. Title. III. Series. QE676.L44 1989 551.7'62'09755 87-600318 For sale by the Books and Open-File Reports Section, U.S. Geological Survey, Federal Center, Box 25425, Denver, CO 80225 CONTENTS Page Page Abstract.......................................................................................................... 1 Stratigraphy Continued Introduction... .......................................................................................... -
Hydrogeology and Ground-Water Quality of Northern Bucks County, Pennsylvania
HYDROGEOLOGY AND GROUND-WATER QUALITY OF NORTHERN BUCKS COUNTY, PENNSYLVANIA by Ronald A. Sloto and Curtis L Schreftier ' U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 94-4109 Prepared in cooperation with NEW HOPE BOROUGH AND BRIDGETON, BUCKINGHAM, NOCKAMIXON, PLUMSTEAD, SOLEBURY, SPRINGFIELD, TINICUM, AND WRIGHTSTOWN TOWNSHIPS Lemoyne, Pennsylvania 1994 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Gordon P. Eaton, Director For additional information Copies of this report may be write to: purchased from: U.S. Geological Survey Earth Science Information Center District Chief Open-File Reports Section U.S. Geological Survey Box 25286, MS 517 840 Market Street Denver Federal Center Lemoyne, Pennsylvania 17043-1586 Denver, Colorado 80225 CONTENTS Page Abstract....................................................................................1 Introduction ................................................................................2 Purpose and scope ..................................................................... 2 Location and physiography ............................................................. 2 Climate...............................................................................3 Well-numbering system................................................................. 4 Borehole geophysical logging............................................................4 Previous investigations ................................................................. 6 Acknowledgments.................................................................... -
Water Resources of Oley Township, Berks County, Pennsylvania Were Studied by the U.S
WATER RESOURCES OF OLEY TOWNSHIP, BERKS COUNTY, PENNSYLVANIA By Gary N. Paulachok and Charles R. Wood U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 87-4065 Prepared in cooperation with the OLEY TOWNSHIP SUPERVISORS Harrisburg, Pennsylvania 1988 DEPARTMENT OF THE INTERIOR DONALD PAUL MODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information Copies of this report may be write to: purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Books and Open-File Reports Section 4th Floor, Federal Building Federal Center P.O. Box 1107 Box 25425 Harrisburg, PA 17108-1107 Denver, Colorado 80225 ii CONTENTS Page Abstract................................................................ 1 Introduction............................................................ 2 Purpose and scope................................................... 2 Description of area................................................. 2 Physical and cultural setting.................................. 2 Climate and precipitation...................................... 4 Geologic setting............................................... 5 Water supply and wastewater treatment............................... 6 We11-numbering system............................................... 7 Geologic names and aquifer codes.................................... 7 Acknowledgments..................................................... 8 Surface-water resources................................................. 8 Drainage basins and streamflow..................................... -
James G. Landis
TOMAHAWKS TO PEACE an Indian saga volume three James G. Landis TOMAHAWKS TO PEACE VOLUME THREE OF A SEVEN - PART SERIES Glikkikan, a Delaware war chief, orator, and head counselor to the chiefs of the nation, brings to light the hidden causes of the Delaware resistance popularly known as Pontiac’s Rebellion. “Love the truth, live in peace.” © 2017 by TGS International, a wholly owned subsidiary of Christian Aid Ministries, Berlin, Ohio. All rights reserved. No part of this book may be used, reproduced, or stored in any retrieval system, in any form or by any means, electronic or mechanical, without written permission from the publisher except for brief quotations embodied in critical articles and reviews. ISBN: 978-1-943929-92-4 soft cover 978-1-943929-93-1 hard cover Illustrations by Coleen B. Barnhart Printed in China Published by: TGS International P.O. Box 355 Berlin, Ohio 44610 USA Phone: 330.893.4828 Fax: 330.893.2305 TGS001448 www.tgsinternational.com Dedication Dale Heisey My dear friend and brother who: » first told me of David Zeisberger, the veteran Moravian missionary to the Indians. » taught me that a straight line to the truth is the shortest way there. » demonstrates compelling oratory. » holds to the unbounded truth. » lives to follow Christ at any cost. —James G. Landis »v« Overview of The Conquest Series AMERICAN HISTORY THROUGH INDIAN EYES -James G. Landis LENAPE HOMELAND Volume I This story tells the early history of the Delaware Indians and the coming of the white man to the Delaware River Valley as witnessed by Lenape heroes. -
Geospatial Analysis: Commuters Access to Transportation Options
Advocacy Sustainability Partnerships Fort Washington Office Park Transportation Demand Management Plan Geospatial Analysis: Commuters Access to Transportation Options Prepared by GVF GVF July 2017 Contents Executive Summary and Key Findings ........................................................................................................... 2 Introduction .................................................................................................................................................. 6 Methodology ................................................................................................................................................. 6 Sources ...................................................................................................................................................... 6 ArcMap Geocoding and Data Analysis .................................................................................................. 6 Travel Times Analysis ............................................................................................................................ 7 Data Collection .......................................................................................................................................... 7 1. Employee Commuter Survey Results ................................................................................................ 7 2. Office Park Companies Outreach Results ......................................................................................... 7 3. Office Park -
Research on Railroad Ballast Specification and Evaluation
Transportation Research Record 1006 l Research on Railroad Ballast Specification and Evaluation GERALD P. RAYMOND ABSTRACT Research leading to recommended procedures for ballast selection and grading are presented. The ballast selection procedure is also presented and offers a sequential screening process to eliminate undesirable materials. The procedure classifies the surviving ballasts in terms of annual gross tonnage based on 30 tonne (33 ton) axle loading and American Railway Engineering Association grad ing No. 4. The effect of grading variation and its effect on track performance is also presented. From 1970 to 1978 Transport Canada Research and De color, and chemical composition. From a ballast per velopment Centre, Canadian National Railway Company, formance viewpoint, mineral hardness, generally and Canadian Pacific Limited cosponsored a research based on Mohs hardness scale, is of considerable im program at Queen's University through the Canadian portance. Institute of Guided Ground Transport to investigate Particular geological processes give rise to the stresses and deformations in the railway track three rock types, igneous, sedimentary, and meta structure and the support under dynamic and static morphic. Rock specimens may be used to classify the load systems. The findings and recommendations re rock type and also to provide information about the garding the specification for evaluating processed geological history of the area where it was located. rock , slag, and gravel railway ballast sources are This information is valuable to the ballast selec summarized in this paper. Comments are included tion process. about the new Canadian Pacific Rail ballast specif i cation, which was partially based on the findings presented by Raymond et al. -
State of the Park Report, Kennesaw Mountain National Battlefield Park, Georgia
National Park Service U.S. Department of the Interior State of the Park Report Kennesaw Mountain National Battlefield Park Georgia November 2013 National Park Service. 2013. State of the Park Report for Kennesaw Mountain National Battlefield Park. State of the Park Series No. 8. National Park Service, Washington, D.C. On the cover: Civil War cannon and field of flags at Kennesaw Mountain National Battlefield Park. Disclaimer. This State of the Park report summarizes the current condition of park resources, visitor experience, and park infrastructure as assessed by a combination of available factual information and the expert opinion and professional judgment of park staff and subject matter experts. The internet version of this report provides the associated workshop summary report and additional details and sources of information about the findings summarized in the report, including references, accounts on the origin and quality of the data, and the methods and analytic approaches used in data collection and assessments of condition. This report provides evaluations of status and trends based on interpretation by NPS scientists and managers of both quantitative and non- quantitative assessments and observations. Future condition ratings may differ from findings in this report as new data and knowledge become available. The park superintendent approved the publication of this report. Executive Summary The mission of the National Park Service is to preserve unimpaired the natural and cultural resources and values of national parks for the enjoyment, education, and inspiration of this and future generations. NPS Management Policies (2006) state that “The Service will also strive to ensure that park resources and values are passed on to future generations in a condition that is as good as, or better than, the conditions that exist today.” As part of the stewardship of national parks for the American people, the NPS has begun to develop State of the Park reports to assess the overall status and trends of each park’s resources. -
Trenching Report on Long
DARIEN RESOURCES INC. Trap Rock Project Long Township, Sault Saint Marie Mining Division Report on Trenching, Drilling, and Bulk Sampling, Claims 4219196,4223995, and 3009531 Long Township -by- RECE\VED ~!0\l 2 4 'LO\\ GEOSCIENCE ~SSESSMEN1 Jamie Lavigne, MSc., P.Geo. OFFICE November, 201 1 - 1 - TABLE OF CONTENTS INTRODUCTION... ...................... .... .... .......... .. ............. .... ... ...... 2 PROPERTY, LOCATION, ACCESS, AND TOPOGRAPHY. .. ..... .. .. ... ... .. 2 HISTORY AND PREVIOUS WORK...... .. ...... .. .. ... ... ... ...... ... ... .... ...... 2 REGIONAL AND PROPERTY GEOLOGY..... .................... ........ ... ..... 5 NIPISSING DIABASE..................... ............... ................................ 7 2011 WORK PROGRAM . .. ... .. 7 DISCUSSION OF PROGRAM AND RESULTS ............................... ... ... 7 Trenching Mapping Drilling Chip Logging Sampling Sieving and Crushing Geochemistry CONCUSIONS AND RECOMMENDATIONS ... ......................... ......... 11 REFERENCES... ................................. ... ..................................... 11 AUTHORS CERTIFICATE.................. ....... .................................... 12 APPENDIX 1: CERTIFICATE OF ANALYSIS LIST OF FIGURES: Figure 1: Location Map ... .................. .. .............. .. ......... ... ... .. ... .... .... 3 Figure 2: Claims, Location, and Access Map.. ....... .. ................ ... ........ .. 4 Figure 3: Property Geology... ......... ........ .. ........... ... .................... .. .... 6 Figure 4: Trench Location Map -
Prepared by the Delaware Valley Regional Planning Commission
Prepared by the Delaware Valley Regional Planning Commission BUCKS COUNTY FLOOD RECOVERY AND MITIGATION STRATEGY Prepared for the U.S. Department of Commerce Economic Development Administration Prepared by the Delaware Valley Regional Planning Commission This Economic Adjustment Strategy was accomplished by staff of the Delaware Valley Regional Planning Commission through Economic Development Administration Adjustment Strategy Grant No. 01-09-58005. The statements, findings, conclusions, recommendations, and other data in this report are solely those of the Delaware Valley Regional Planning Commission and do not necessarily reflect the views of the Economic Development Administration. The background flood map is used in part solely for state affairs only. courtesy FEDERAL INSURANCE ADMINISTRATION SEPTEMBER 1998 DELAWARE VALLEY REGIONAL PLANNING COMMISSION Publication Abstract TITLE Date Published: September 1998 Bucks County Flood Recovery and Mitigation Strategy Publication No. 98032 Geographic Area Covered: Bucks County Key Words: Floods, Flooding, Floodplain, Flood Prone, Flood Proofing, Regulations, Impervious Coverage, Watersheds, Sub-Basin 2, Emergency Management, Neshaminy Creek, Buck Creek, Brock Creek, National Flood Insurance Program, Levee, Dam, Floodwall, Acquisition, Relocation, Army Corps of Engineers, Delaware River Basin Commission ABSTRACT This report provides a flood recovery and mitigation strategy for those flood prone communities in Bucks County. As an element of a flood mitigation plan for eastern Pennsylvania, which -
View of Valley and Ridge Structures from ?:R Stop IX
GIJIDEBOOJ< TECTONICS AND. CAMBRIAN·ORDO'IICIAN STRATIGRAPHY CENTRAL APPALACHIANS OF PENNSYLVANIA. Pifftbutgh Geological Society with the Appalachian Geological Society Septembet, 1963 TECTONICS AND CAMBRIAN -ORDOVICIAN STRATIGRAPHY in the CENTRAL APPALACHIANS OF PENNSYLVANIA FIELD CONFERENCE SPONSORS Pittsburgh Geological Society Appalachian Geological Society September 19, 20, 21, 1963 CONTENTS Page Introduction 1 Acknowledgments 2 Cambro-Ordovician Stratigraphy of Central and South-Central 3 Pennsylvania by W. R. Wagner Fold Patterns and Continuous Deformation Mechanisms of the 13 Central Pennsylvania Folded Appalachians by R. P. Nickelsen Road Log 1st day: Bedford to State College 31 2nd day: State College to Hagerstown 65 3rd day: Hagerstown to Bedford 11.5 ILLUSTRATIONS Page Wagner paper: Figure 1. Stratigraphic cross-section of Upper-Cambrian 4 in central and south-central Pennsylvania Figure 2. Stratigraphic section of St.Paul-Beekmantown 6 rocks in central Pennsylvania and nearby Maryland Nickelsen paper: Figure 1. Geologic map of Pennsylvania 15 Figure 2. Structural lithic units and Size-Orders of folds 18 in central Pennsylvania Figure 3. Camera lucida sketches of cleavage and folds 23 Figure 4. Schematic drawing of rotational movements in 27 flexure folds Road Log: Figure 1. Route of Field Trip 30 Figure 2. Stratigraphic column for route of Field Trip 34 Figure 3. Cross-section of Martin, Miller and Rankey wells- 41 Stops I and II Figure 4. Map and cross-sections in sinking Valley area- 55 Stop III Figure 5. Panorama view of Valley and Ridge structures from ?:r Stop IX Figure 6. Camera lucida sketch of sedimentary features in ?6 contorted shale - Stop X Figure 7- Cleavage and bedding relationship at Stop XI ?9 Figure 8.