Open Space and Recreation Plan Update - 2012
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												Master Plan Township of Pequannock, New Jersey December 2019
Township of Pequannock Master Plan Township of Pequannock, New Jersey December 2019 2019 Pea uannock Master Plan Adopted by the Township of Pequannock Planning Board on December 9, 2019 Administered by the Township of Pequannock Planning Board Prepared by: architects ~ engineers 119 Cherry Hill Road, Suite 110 Parsippany, NJ 07054 www.h2m.com The original of this report was signed and sealed in accordance with N.J.S.A. 45:14A-12. ,!~ ~~. Jeffrey L. Janota, PP, AICP #33LJ00582700 ~- ~~~ ~ ,~. ~.c~ Nicole Venezia, PP, AI P #33L100639200 Acknowledgments Township Council H2M Associates, Inc. David G. Kohle, Mayor Jeffrey Janota, PP, AICP Ryan Herd, 2019 Deputy Mayor Erik DeLine, PP, AICP Melissa Florance-Lynch, Councilwoman Nicole Venezia, PP, AICP Richard Phelan, Councilman TJ Ricci Kyle Russell, Councilwoman Christol Henry Township Manager Adam Brewer Township Planning Board Gerald Driesse, Chair Roger Imfeld, Vice Chair Mayor David G. Kohle Richard Phelan, Councilman Jeff Mauriello Robert Cascone Jay Vanderhoff Bruce Vitcavich Gerard Fitamant, Secretary Master Plan Advisory Committee Mayor David G. Kohle Councilwoman Melissa Florance-Lynch Gerald Driesse, Planning Board Chair Jay Vanderhoff, Planning Board Member Gerard Fitamant, Planning Board Secretary Adam Brewer, Township Manager Table of Contents 10 INTRODUCTION 10 Why Make a Plan? 12 Authority 12 Planning Process 12 Plan Implementation 13 Plan Organization 14 Overall Goals & Objectives 18 COMMUNITY ENGAGEMENT 18 Community Engagement and Public Participation 20 Population Characteristics - 
												
												Pompton River at Pompton Plains, Nj
98 PASSAIC RIVER BASIN 01388500 POMPTON RIVER AT POMPTON PLAINS, NJ LOCATION.--Lat 40°58'09", long 74°16'55", Passaic County, Hydrologic Unit 02030103, on left bank just upstream of the Passaic Valley Water Commission pumping station, 800 ft below confluence of Pequannock and Ramapo Rivers, 140 ft upstream from bridge on Jackson Avenue (Pompton Plains Cross Road), and 0.7 mi east of Pompton Plains. DRAINAGE AREA.--355 mi2. PERIOD OF RECORD.--March 1903 to December 1904, May 1940 to current year. Monthly discharge only for some periods, published in WSP 1302. REVISED RECORDS.--WSP 1202: 1945(M). GAGE.--Water-stage recorder, crest-stage gage, and concrete control. Datum of gage is 160.00 ft above NGVD of 1929. March 1903 to December 1904, nonrecording gage on main spillway of dam 2,000 ft upstream at different datum. May 1940 to September 1964 two water-stage recorders, each above a concrete dam about 2,000 ft upstream at datum 14.46 ft higher. REMARKS.--Records good, except for discharges over 2,000 ft3/s and estimated daily values which are fair. Water diverted from reservoirs on Pequannock and Wanaque Rivers, from Pompton River to Point View Reservoir, and from Ramapo River to Wanaque Reservoir and Oradell Reservoir (from February 1985) for municipal supply (see Hackensack River basin, diversions into and from, and Passaic River basin, diversions). Discharges for water years 1965- 68 have been adjusted in USGS databases in water year 2004 to reflect only flow over weir only. Previously published discharges for water years 1965-68 included flow over the weir, plus pumpage to, or minus releases from Point View Reservoir through Passaic Valley Water Commission's Jackson Avenue Pumping Station. - 
												
												Riverwork Action Plan Revised June 2014 PLFAB Action Plan June 2014 Page 2 of 8
Pompton Lakes Flood Advisory Board Riverwork Action Plan Revised June 2014 PLFAB Action Plan June 2014 Page 2 of 8 In August of 2010, The Pompton Lakes Flood Advisory Board (FAB)began monitoring the conditions of the Pequannock, Ramapo, and Wanaque Rivers. The board members, our council liaison, and other resident volunteers walked or boated the length of each river, within the borders of Pompton Lakes, and recorded all visible hazards. For the purpose of this assessment, a river hazard is any visible obstruction of the channel, any visible shoal, and areas of river bank erosion. Field work has been conducted on a bi-annual basis, and results have been compiled and analyzed to produce a series of River Hazard Assessment Maps and Riverwork Priority Maps. These maps, in turn, have been used to generate a River Work Action Plan, which was originally submitted to the Pompton Lakes Mayor and Borough Council in July of 2013. Following the completion of the April 2014 river assessment field work, the FAB complied the following update to the Riverwork Action Plan. A total of 212 photographs of areas and items of concern were taken during the 2014 field work. All photos are available from either the FAB or the Borough Clerk’s office. Thanks to the continued river maintenance efforts by the borough of Pompton Lakes, we have seen a drop in the normal water levels of two of our three rivers. This update to the Riverwork Action Plan reflects the successful completion of the top priority projects listed in the original document. - 
												
												United States Department of the Interior
United States Department of the Interior NATIONAL PARK SERVICE WASHINGTON. D.C. 20240 IN REPLY REFER TO: The Director of the National Park Service is pleased to inform you that the following properties have been entered in the National Register of Historic Places during the week beginning February 27, 1983 and ending March 5, 1983. For further information call (202) 272-3504. STATE, County, Vicinity, Property, Address, (date listed) GEORGIA, Charlton County, Folkston vicinity, Hopkins, John M., Cabin, SW of Folkston, off GA 30 1/23 (03/04/83) ' ILLINOIS, Cook County, Chicago, Tri-Taylor Historic District, Roughly bounded by Claremont, Harrison, Oakley, Polk, Ogden, and Roosevelt Rds. (03/03/83) ILLINOIS, Cook County, Evanston, Evanston Ridge Historic District, Roughly bounded by Main, Asbury, Ashland, Emerson, Ridge and Maple Ave. (03/03/83) INDIANA, Franklin County, Oldenburg, Oldenburg Historic District, Bounded roughly by Sycamore, church land woods, Indiana, and Water Sts, and Gehring Farm (03/03/83) INDIANA, Marion County, Indianapolis, Cole Motor Gar Company, 730 E. Washington St. (03/03/83) INDIANA, Marion County, Indianapolis, Lockefield Garden Apartments, 900 Indiana Ave. (02/28/83) INDIANA, Monroe County, Bloomington, Morgan House, 532 N. Walnut St. (03/03/83) INDIANA, Monroe County, Bloomington, Wicks Building, 116 W. Sixth St. (03/03/83) INDIANA, Perry County, Cannelton, St. LukeTs Episcopal Church, Third and Washington Sts. (03/03/83) INDIANA, Vanderburgh County, Evansville, Koester/Patberg House, 504 Herndon Dr. (03/03/83) IOWA, Buchanan County, Quasqueton, Walter, Lowell E., House, NW of Quasqueton off SR W35 (03/02/83) KENTUCKY, Pendleton County, Falmouth, Applegate, Leslie T., House (Falmouth MRA), 410 Maple St. - 
												
												Army Corps of Engineers Response Document Draft
3.0 ORANGE COUNTY Orange County has experienced numerous water resource problems along the main stem and the associated tributaries of the Moodna Creek and the Ramapo River that are typically affected by flooding during heavy rain events over the past several years including streambank erosion, agradation, sedimentation, deposition, blockages, environmental degradation, water quality and especially flooding. However, since October 2005, the flooding issues have severely increased and flooding continues during storm events that may or may not be considered significant. Areas affected as a result of creek flows are documented in the attached trip reports (Appendix D). Throughout the Orange County watershed, site visits confirmed opportunities to stabilize the eroding or threatened banks restore the riparian habitat while controlling sediment transport and improving water quality, and balance the flow regime. If the local municipalities choose to request Federal involvement, there are several options, depending on their budget, desired timeframe and intended results. The most viable options include a specifically authorized watershed study or program, or an emergency streambank protection project (Section 14 of the Continuing Authorities Program), or pursing a Continuing Authorities Program study for Flood Risk Management or Aquatic Ecosystem Restoration (Section 205 and Section 206 of the Continuing Authorities Program, respectively). Limited Federal involvement could also be provided in the form of the Planning Assistance to States or Support for Others programs provide assistance and limited funds outside of traditional Corps authorities. A watershed study focusing on restoration of the Moodna Creek, Otter Creek, Ramapo River and their associated tributaries could address various problems using a systematic approach. - 
												
												Total Maximum Daily Load Report for the Non-Tidal Passaic River Basin Addressing Phosphorus Impairments
Amendment to the Northeast, Upper Raritan, Sussex County and Upper Delaware Water Quality Management Plans Total Maximum Daily Load Report For the Non-Tidal Passaic River Basin Addressing Phosphorus Impairments Watershed Management Areas 3, 4 and 6 Proposed: May 7, 2007 Adopted: April 24, 2008 New Jersey Department of Environmental Protection Division of Watershed Management P.O. Box 418 Trenton, New Jersey 08625-0418 Table of Contents 1.0 Executive Summary……………………………………………………..…………….. 4 2.0 Introduction……………………………………………………………………….…... 13 3.0 Pollutant of Concern and Area of Interest…………………………………….……. 14 4.0 Source Assessment………………………………………………………………..….. 29 5.0 Analytical Approach and TMDL Calculation …………………………………..… 36 6.0 Follow-up Monitoring…………………………………………………………..…….47 7.0 Implementation Plan……………………………………………………………..……48 8.0 Reasonable Assurance…………………………………………………………….…..58 9.0 Public Participation…………………………………………………………………... 61 Appendix A: Cited References………………………………………………………..... 67 Appendix B: Municipalities and MS4 Designation in the Passaic River Basin ….… 71 Appendix C: Additional Impairments within TMDL Area ………………………….. 73 Appendix D: TMDLs completed in the Passaic River Basin ……………………...….. 75 Appendix E: Rationale for Establishing Chlorophyll-a as Watershed Criteria to Protect Designated Uses of the Wanaque Reservoir and Dundee Lake……… 78 Appendix F: Response to Comments…………………………………………………… 92 Tables Table 1. Stream segments identified on Sublists 3 and 5 of the 2004 Integrated List assessed for phosphorus impairment………………………………………6 Table 2. Assessment Units Analyzed from the 2006 Integrated List………………….....7 Table 3. Sublist 5 and Sublist 3 stream segments in spatial extent of non-tidal Passaic River basin TMDL study……………………………….. 20 Table 4. HUC 14 Assessment Units from 2006 Integrated List addressed in this and related TMDL studies………………………………………………………….. 21 Table 5. Description of Reservoirs……………………………………………………… 25 Table 6. - 
												
												Hudson River Valley
Hudson River Valley 17th Annual Ramble SEPTEMBER 3-25, 2016 WALK, HIKE, PADDLE, BIKE & TOUR HudsonRiverValleyRamble.com #HudsonRamble A Celebration of the Hudson River Valley National Heritage Area, the New York State Department of Environmental Conservation’s Hudson River Estuary Program, and New York State Parks and Historic Sites B:8.4375" T:8.1875" S:7" There’s New York and then there’s New York Traveling through Stewart International Airport is the easiest way to take full advantage of the Hudson Valley’s astounding B:11.125" T:10.875" natural beauty and historic S:10" attractions. In addition to off ering hassle-free boarding, on-time performance and aff ordable fares on Allegiant, American, Delta and JetBlue, we’re also just a short drive from New York City. So, to make the most of your time in the Hudson Valley, fl y into Stewart. And begin exploring. Stewart International Airport JOB: POR-A01-M00808E DOCUMENT NAME: 6E79822_POR_a2.1_sk.indd DESCRIPTION: SWF Destinations of NY Tourism ad BLEED: 8.4375" x 11.125" TRIM: 8.1875" x 10.875" SAFETY: 7" x 10" GUTTER: None PUBLICATION: Westchester Official Travel & Meeting Guide ART DIRECTOR: COPYWRITER: ACCT. MGR.: Basem Ebied 8-3291 ART PRODUCER: PRINT PROD.: Peter Herbsman 8-3725 PROJ. MNGR.: None This advertisement prepared by Young & Rubicam, N.Y. 6E79822_POR_a2.1_sk.indd CLIENT: PANYNJ TMG #: 6E79822 HANDLE #: 2 JOB #: POR-A01-M00808E BILLING#: POR-A01-M00808 DOCUMENT NAME: 6E79822_POR_a2.1_sk.indd PAGE COUNT: 1 of 1 PRINT SCALE: None INDESIGN VERSION: CC 2015 STUDIO ARTIST: steven - 
												
												Water Resources of the New Jersey Part of the Ramapo River Basin
Water Resources of the New Jersey Part of the Ramapo River Basin GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1974 Prepared in cooperation with the New Jersey Department of Conservation and Economic Development, Division of Water Policy and Supply Water Resources of the New Jersey Part of the Ramapo River Basin By JOHN VECCHIOLI and E. G. MILLER GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1974 Prepared in cooperation with the New Jersey Department of Conservation and Economic Development, Division of Water Policy and Supply UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1973 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS C. B. MORTON, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress catalog-card No. 72-600358 For sale bv the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price $2.20 Stock Number 2401-02417 CONTENTS Page Abstract.................................................................................................................. 1 Introduction............................................................................................ ............ 2 Purpose and scope of report.............................................................. 2 Acknowledgments.......................................................................................... 3 Previous studies............................................................................................. 3 Geography...................................................................................................... 4 Geology - 
												
												2015-06 Putnam County, NY
The Society for the Preservation of Hudson Valley Vernacular Architecture. Historic Garrison, Putnam County June 20, 2015 Mandeville House From Wikipedia.com The Mandeville House is located on Lower Station Road in Garrison, New York, United States, just west of its intersection with NY 9D and 403. It is the oldest extant house in that community, dating to 1735 according to its National Register of Historic Places nomination report. The house is situated on a wooded lot of almost 5 acres (2.0 ha), just across from the similarly pre-Revolutionary buildings and structures of the Garrison Grist Mill Historic District on Highlands Golf Club (which we will be visiting those structures later in the tour). It is an eight- bay, one-story structure with three shed-roofed dormer windows on and two chimneys piercing its gabled, shingled roof. Its main facade has six bays with the main entrance in the third from the east. It is surrounded with a shed hood, fluted pilasters and a stoop with two Dutch-style benches. There are several wings, including a cross-gabled rear and a garage connected to the main house by breezeway. The interior has some original paneling and trim, particular around the fireplaces in the main block. Most of the other trim is from the Colonial Revival restoration in the 1920s. In 1697 William III granted the property that included the future Mandeville House to Adolphe Philipse, whose family owned much of today's Putnam County. He is the first European owner of record. Thirty-eight years later, in 1735, Jacob Mandeville, leased 400 acres (160 ha) in the area of present-day Garrison, married and likely built the first part of the house. - 
												
												Caves and Class: Excavations at the Lang-Jourdan House in Mandeville
Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2014 Caves and Class: Excavations at the Lang-Jourdan House in Mandeville, Louisiana Matthew aJ mes Chouest Louisiana State University and Agricultural and Mechanical College, [email protected] Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Social and Behavioral Sciences Commons Recommended Citation Chouest, Matthew James, "Caves and Class: Excavations at the Lang-Jourdan House in Mandeville, Louisiana" (2014). LSU Master's Theses. 2105. https://digitalcommons.lsu.edu/gradschool_theses/2105 This Thesis is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Master's Theses by an authorized graduate school editor of LSU Digital Commons. For more information, please contact [email protected]. CAVES AND CLASS: EXCAVATIONS AT THE LANG-JOURDAN HOUSE IN MANDEVILLE, LOUISIANA A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Master of Arts in The Department of Geography and Anthropology by Matthew J. Chouest B.A., Millsaps College, 2006 December 2014 Acknowledgments This thesis would not be possible without the contributions of numerous people donating their time, energy, expertise, and financial support over the past few years. The excavations at the Lang-Jourdan House Site were made possible because of a team of volunteers. I would like to thank Louisiana State University students Jason Brooks, Peter Cropley, Ashley Franklin, Anthony Reed, and former LSU students Gillian Brownlee, Ethan Dunham, Billie Jones, and Laura Hill. - 
												
												Section-4.3.6-Flood.Pdf
Section 4.3.6: Risk Assessment ‐ Flood 4.3.6 Flood The following section provides the hazard profile (hazard description, location, extent, previous occurrences and losses, probability of future occurrences, and impact of climate change) and vulnerability assessment for the flood hazard in Morris County. 2020 HMP Changes All subsections have been updated using best available data. The discussion of urban flooding has been expanded. Previous events between 2014 and 2019 are listed with a comprehensive list of previous events in Appendix E (Risk Assessment Supplement). The FEMA 2017 preliminary DFIRM was used to conduct the risk assessment. 4.3.6.1 Profile Hazard Description A flood is the inundation of normally dry land resulting from the rising and overflowing of a body of water. They can develop slowly over a period of days or develop quickly, with disastrous effects that can be local (impacting a neighborhood or community) or regional (affecting entire river basins, coastlines and multiple counties or states) (FEMA 2007). Floods are frequent and costly natural hazards in New Jersey in terms of human hardship and economic loss, particularly to communities that lie within flood-prone areas or floodplains of a major water source. The flood-related hazards most likely to impact Morris County are riverine (inland) flooding, urban flooding, and flooding as a result of a dam failure. Dam failure is discussed in Section 4.3.1 (Dam Failure). In addition, Morris County also experiences urban flooding which is the result of precipitation and insufficient drainage. Riverine (Inland) Flooding A floodplain is defined as the land adjoining the channel of a river, stream, ocean, lake, or other watercourse or water body that becomes inundated with water during a flood. - 
												
												Pompton Lake and Ramapo River TMDL Support Study (NE-PASSAIC-1)
Pompton Lake and Ramapo River TMDL Support Study (NE-PASSAIC-1): For Work Supporting the Department of Environmental Protection in the Development of Total Maximum Daily Loads (TMDLs) or Other Management Responses to Restore Impaired Waterbodies in the Non- Tidal Passaic River Basin FINAL Prepared for: New Jersey Department of Environmental Protection, Watershed Management Division Trenton, NJ Prepared by: Quantitative Environmental Analysis, LLC Montvale, NJ Job Number: DEPpom:132 July 5, 2005 TABLE OF CONTENTS EXECUTIVE SUMMARY .................................................................................................... ES-1 SECTION 1 INTRODUCTION................................................................................................ 1-1 1.1 OBJECTIVES ................................................................................................................ 1-1 1.2 REGULATORY ENVIRONMENT............................................................................... 1-2 SECTION 2 POMPTON LAKE AND WATERSHED.......................................................... 2-1 2.1 SITE DESCRIPTION AND BACKGROUND.............................................................. 2-1 2.2 WATER QUALITY....................................................................................................... 2-2 2.2.1 November 18, 2003 Sampling Event....................................................................... 2-3 2.2.2 Historical Water Quality Data ................................................................................