The Mullica River
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Safe Boating Through the St. Lucie Inlet
Information: Florida Fish & Wildlife Commission 850-488-4676 SAFE BOATING US Coast Guard - Ft. Pierce 772-461-7606 THROUGH THE ST. LUCIE INLET US Coast Guard Auxiliary 772-465-8128 US Army Corps of Engineers 772-221-3349 St. Lucie Inlet Coastal 772-225-2300 Weather Station HERE ARE SOME THINGS TO REMEMBER: • Listen to the most recent weather forecast for the times you plan to go out AND come back in the inlet. • Look in the Tide Tables or local newspapers for the times St. Lucie Inlet of predicted high and low tides for the day you plan to go out. Remember the outgoing (ebb) tital current at low Newcomers tide is the worst time to make a passage through the St. Lucie Inlet. If you are a boater new to this area, it is highly • Safe boating practices are even more important in inlets. recommended that you make your first passage of Check your boat before you head out. Life preservers the St. Lucie Inlet as an observer. An experienced should be worn when going through inlets. boater with local knowledge at the helm can point • Expect the unexpected. Watch the clouds to anticipate out various hazards and conditions to avoid. This is severe weather such as thunderstorms. Be on the lookout for shifting shoals and changing channels. especially important if you have no prior experience • Engine failure is common in small boats in rough seas. with any ocean inlets. The extra roughness agitates gasoline and settled dirt or water in the fuel system, which can cause engine failure Notes on Navigation at Night at a crtical time. -
Southern Pinelands Natural Heritage Trail Scenic Byway Corridor Management Plan
Southern Pinelands Natural Heritage Trail Scenic Byway Corridor Management Plan Task 3: Intrinsic Qualities November 2008 Taintor & Associates, Inc. Whiteman Consulting, Ltd. Paul Daniel Marriott and Associates CONTENTS PART 1: INTRINSIC QUALITIES................................................................................................. 1 1. Introduction ............................................................................................................................. 3 Overview: Primary, Secondary and Tertiary Intrinsic Qualities............................................................ 3 2. Natural Quality ........................................................................................................................ 5 Introduction........................................................................................................................................... 5 Environmental History and Context...................................................................................................... 6 Indicators of Significance...................................................................................................................... 7 Significance as a Leader in Environmental Stewardship ................................................................... 17 The Major Natural Resources of the Pinelands and Their Significance............................................. 17 3. Recreational Quality ............................................................................................................ -
1 the Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration
1 The Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration 2 of Soft Cliff Coastlines 3 4 Sally Brown1*, Max Barton1, Robert J Nicholls1 5 6 1. Faculty of Engineering and the Environment, University of Southampton, 7 University Road, Highfield, Southampton, UK. S017 1BJ. 8 9 * Sally Brown ([email protected], Telephone: +44(0)2380 594796). 10 11 Abstract: Building defences, such as groynes, on eroding soft cliff coastlines alters the 12 sediment budget, changing the shoreline configuration adjacent to defences. On the 13 down-drift side, the coastline is set-back. This is often believed to be caused by increased 14 erosion via the ‘terminal groyne effect’, resulting in rapid land loss. This paper examines 15 whether the terminal groyne effect always occurs down-drift post defence construction 16 (i.e. whether or not the retreat rate increases down-drift) through case study analysis. 17 18 Nine cases were analysed at Holderness and Christchurch Bay, England. Seven out of 19 nine sites experienced an increase in down-drift retreat rates. For the two remaining sites, 20 retreat rates remained constant after construction, probably as a sediment deficit already 21 existed prior to construction or as sediment movement was restricted further down-drift. 22 For these two sites, a set-back still evolved, leading to the erroneous perception that a 23 terminal groyne effect had developed. Additionally, seven of the nine sites developed a 24 set back up-drift of the initial groyne, leading to the defended sections of coast acting as 1 25 a hard headland, inhabiting long-shore drift. -
A Nonlinear Relationship Between Marsh Size and Sediment Trapping Capacity Compromises Salt Marshes’ Stability Carmine Donatelli1*, Xiaohe Zhang2*, Neil K
https://doi.org/10.1130/G47131.1 Manuscript received 22 October 2019 Revised manuscript received 9 March 2020 Manuscript accepted 26 April 2020 © 2020 The Authors. Gold Open Access: This paper is published under the terms of the CC-BY license. Published online 10 June 2020 A nonlinear relationship between marsh size and sediment trapping capacity compromises salt marshes’ stability Carmine Donatelli1*, Xiaohe Zhang2*, Neil K. Ganju3, Alfredo L. Aretxabaleta3, Sergio Fagherazzi2† and Nicoletta Leonardi1† 1 Department of Geography and Planning, School of Environmental Sciences, Faculty of Science and Engineering, University of Liverpool, Roxby Building, Chatham Street, Liverpool L69 7ZT, UK 2 Department of Earth Sciences, Boston University, 675 Commonwealth Avenue, Boston, Massachusetts 02215, USA 3 Woods Hole Coastal and Marine Science Center, U.S. Geological Survey, Woods Hole, Massachusetts 02543, USA ABSTRACT tidal flats to keep pace with sea-level rise (Mari- Global assessments predict the impact of sea-level rise on salt marshes with present-day otti and Fagherazzi, 2010). levels of sediment supply from rivers and the coastal ocean. However, these assessments do Regional effects are crucial when evaluating not consider that variations in marsh extent and the related reconfiguration of intertidal area coastal interventions under the management of affect local sediment dynamics, ultimately controlling the fate of the marshes themselves. multiple agencies. Though many studies have We conducted a meta-analysis of six bays along the United States East Coast to show that focused on local marsh dynamics, less atten- a reduction in the current salt marsh area decreases the sediment availability in estuarine tion has been paid to how changes in marsh systems through changes in regional-scale hydrodynamics. -
Street Names - in Alphabetical Order
Street Names - In Alphabetical Order District / MC-ID NO. Street Name Location County Area Aalto Place Sumter - Unit 692 (Villa San Antonio) 1 Sumter County Abaco Path Sumter - Unit 197 9 Sumter County Abana Path Sumter - Unit 206 9 Sumter County Abasco Court Sumter - Unit 821 (Mangrove Villas) 8 Sumter County Abbeville Loop Sumter - Unit 80 5 Sumter County Abbey Way Sumter - Unit 164 8 Sumter County Abdella Way Sumter - Unit 180 9 Sumter County Abdella Way Sumter - Unit 181 9 Sumter County Abel Place Sumter - Unit 195 10 Sumter County Aber Lane Sumter - Unit 967 (Ventura Villas) 10 Sumter County SE 84TH Abercorn Court Marion - Unit 45 4 Marion County Abercrombie Way Sumter - Unit 98 5 Sumter County Aberdeen Run Sumter - Unit 139 7 Sumter County Abernethy Place Sumter - Unit 99 5 Sumter County Abner Street Sumter - Unit 130 6 Sumter County Abney Avenue VOF - Unit 8 12 Sumter County Abordale Lane Sumter - Unit 158 8 Sumter County Acorn Court Sumter - Unit 146 7 Sumter County Acosta Court Sumter - Unit 601 (Villa De Leon) 2 Sumter County Adair Lane Sumter - Unit 818 (Jacaranda Villas) 8 Sumter County Adams Lane Sumter - Unit 105 6 Sumter County Adamsville Avenue VOF - Unit 13 12 Sumter County Addison Avenue Sumter - Unit 37 3 Sumter County Adeline Way Sumter - Unit 713 (Hillcrest Villas) 7 Sumter County Adelphi Avenue Sumter - Unit 151 8 Sumter County Adler Court Sumter - Unit 134 7 Sumter County Adriana Way Sumter - Unit 711 (Adriana Villas) 7 Sumter County Adrienne Way Sumter - Unit 176 9 Sumter County Adrienne Way Sumter - Unit 949 (Megan -
Rocky Intertidal, Mudflats and Beaches, and Eelgrass Beds
Appendix 5.4, Page 1 Appendix 5.4 Marine and Coastline Habitats Featured Species-associated Intertidal Habitats: Rocky Intertidal, Mudflats and Beaches, and Eelgrass Beds A swath of intertidal habitat occurs wherever the ocean meets the shore. At 44,000 miles, Alaska’s shoreline is more than double the shoreline for the entire Lower 48 states (ACMP 2005). This extensive shoreline creates an impressive abundance and diversity of habitats. Five physical factors predominantly control the distribution and abundance of biota in the intertidal zone: wave energy, bottom type (substrate), tidal exposure, temperature, and most important, salinity (Dethier and Schoch 2000; Ricketts and Calvin 1968). The distribution of many commercially important fishes and crustaceans with particular salinity regimes has led to the description of “salinity zones,” which can be used as a basis for mapping these resources (Bulger et al. 1993; Christensen et al. 1997). A new methodology called SCALE (Shoreline Classification and Landscape Extrapolation) has the ability to separate the roles of sediment type, salinity, wave action, and other factors controlling estuarine community distribution and abundance. This section of Alaska’s CWCS focuses on 3 main types of intertidal habitat: rocky intertidal, mudflats and beaches, and eelgrass beds. Tidal marshes, which are also intertidal habitats, are discussed in the Wetlands section, Appendix 5.3, of the CWCS. Rocky intertidal habitats can be categorized into 3 main types: (1) exposed, rocky shores composed of steeply dipping, vertical bedrock that experience high-to- moderate wave energy; (2) exposed, wave-cut platforms consisting of wave-cut or low-lying bedrock that experience high-to-moderate wave energy; and (3) sheltered, rocky shores composed of vertical rock walls, bedrock outcrops, wide rock platforms, and boulder-strewn ledges and usually found along sheltered bays or along the inside of bays and coves. -
An Assessment of Sewer and Water Supply Alternatives for Pinelands Growth Areas in the Mullica River Basin, Camden County
AN ASSESSMENT OF SEWER AND WATER SUPPLY ALTERNATIVES FOR PINELANDS GROWTH AREAS IN THE MULLICA RIVER BASIN, CAMDEN COUNTY NEW JERSEY PINELANDS COMMISSION MAY 1988 AN ASSESSMENT OF SEWER AND WATER SUPPLY ALTERNATIVES FOR PINELANDS GROWTH AREAS IN THE MULLICA RIVER BASIN, CAMDEN COUNTY Prepared by the Staff of the New Jersey Pinelands Commission May, 1988 NEW JERSEY PINELANDS COMMISSION P.O. Box 7, New Lisbon, NJ 08064 TABLE OF CONTENTS page Intro.duction ........................................ 1 S;t:lld~ ~JrE!Cl •••••••••••••••••••••••••••••••••••••••••• 3 Existing Land Use and Land Cover •••••••••••••••••••• 6 Existing Sewer Service ••••••••••••••••••.••••••••••• 11 Estimated Buildout ................................. 12 Water Quality Assessment •••••••••••••••••••••••••••• 15 Wetlands and Transitional Areas ••••••••••••••••••••• 24 Threatened and Endangered Species ••••••••••••••••••• 25 Estimates of Stream Flow Characteristics •••••••••••• 27 Hydrologic Budget and Nutrient Loading •••••••••••••• 34 Exi sting Condi tions ................................ 44 Water Supply and Sewage Disposal Alternatives ••••••• 47 Summary of Scenarios and Recommendations •••••••••••• 58 References . 59 INTRODUCTION In February 1987, the Pinelands commission received notice of the Camden County Municipal Utilities Authority's intention to propose a 208 water quality management plan for Chesilhurst Borough, Waterford Township, and Winslow Town ship, which was submitted to the Department of Environmental Protection for review and conceptual approval. The proposal recommended the transfer of existing and future sewage flows from Regional Growth Areas located in the three Atlantic Basin municipalities to the Delaware Basin. Information which was subsequently provided to the Commission by the Camden County Municipal Utilities Authority (CCMUA) indi cated that the ultimate design flow for this interbasin transfer was 3.6 million gallons per day and 2.75 million gallons per day from the Mullica River Basin and Great Egg Harbor River Basin, respectively. -
Recent Observations at the Base of the Alaska Peninsula
242 SHORT COMMUNICATIONS RECENT OBSERVATIONS AT THE The only other record was of three in Iliuk Arm, BASE OF THE ALASKA PENINSULA Naknek Lake, Katmai NM, 11 August 1968. Two of the latter were in breeding plumage. DANIEL D. GIBSON Whimbrel. Numenius phueopus. Gabrielson and Lincoln (1959) cite four records of the Whimbrel P.O. Box I.551 for the Bristol Bay area, and Cahalane (1944) records Fairbanks, Alaska 99701 the species once on Naknek River. The following ob- servations of transients on the Monument coast are During May-September 1966, February-September included: eight at Kashvik Bay on 6 May 1967, 1967, and May-September 1968, I was employed 11 at Katmai Bay on 9 May 1967, and 29 at Katmai by the National Park Service (NPS ), U.S. Depart- Bay on 11 May 1967 (one flock of 27). ment of Interior, at Katmai National Monument Lesser Yellowlegs. Totanus fZuvipes. The only (NM), Alaska. A number of significant occurrences previous record of the Lesser Yellowlegs for this of avian species were recorded during this time, de- region is that of Cahalane (1944) for Naknek River. tails of which are given below. All observations are I watched one on 1 July 1968 at Brooks River being my own unless otherwise indicated; no specimens were chased repeatedly by resident Greater Yellowlegs collected. (T. melunoleucus) that were defending several large Red-faced Cormorant. PhuZucrocor~x u&e. On 28 young. The Lesser Yellowlegs called once, and the June 1967 I found 10 pairs of Red-faced Cormorants size difference was noted. breeding among 80 pairs of Pelagic Cormorants (P. -
A Controlled Stable Tidal Inlet at Cartagena De Indias, Colombia Environment Ronald Moor, Marion Van Maren and Cees Van Laarhoven
A Controlled Stable Tidal Inlet at Cartagena de Indias, Colombia Environment Ronald Moor, Marion van Maren and Cees van Laarhoven A Controlled Stable Tidal Inlet at Cartagena de Indias, Colombia Abstract fund the wars fought by the Spanish Crown. The Spanish conquistador’s selected Cartagena for its Since the inception of Cartagena de Indias, Colombia as strategic geographic position and for the natural a Spanish colony, its sewerage was dumped into the protection from raids by British, French and Dutch nearby bodies of water. Not so surprisingly, the growth pirates offered by the surrounding bodies of water of population was marked by growth in sewerage and (see Figure 1). by 1980 60% of the city’s sewerage was dumped on the Ciénaga de la Virgen, a shallow coastal lagoon of Since the city’s inception its sewerage was dumped some 22 km2, and 10 km canals surrounding and into these bodies of water. As the volume of sewerage traversing the city. Whilst the bodies of water could increased in tandem with the growth of the population, absorb the sewerage dumped in the early days, by the part of the city’s sewerage was collected and dumped 1980s the pollution level had become unbearable. by marine outfall into the bay of Cartagena. This began Continuous strong odors attracting mosquitoes, eutro- about 1960. By 1980 however 60% of the city’s phication, and fish death became recurrent events. sewerage was dumped on the Ciénaga de la Virgen, a shallow coastal lagoon of some 22 km2, and 10 km In 1988 the Colombian Planning Department requested canals surrounding and traversing the city. -
Mullica Township Environmental Resource Inventory
'!'1-oo'f MULLICA TOWNSHIP ENVIRONMENTAL RESOURCE INVENTORY Prepared by Catherine F. Werick-Fine President, ERI, INC. Environmental Research Specialists This document was prepared for the Mullica Township Environmental Commission with the aid of a grant from the New Jersey Department of Environmental Protection, Office of Environmental Services 2000 - FORWARD Mullica Township is located in the guide decisions concerning the northeast portion of Atlantic future of Mullica Township. County, in the New Jersey Pinelands. The township has a We want to thank the Mullica total of 55 square miles. It is Township Committee for their bounded on the north by the support in the effort to present Mullica River; on the east by the this data to the people and various City of Egg Harbor; on the south boards that control the fate of by Hamilton Township; and on the Mullica Township. west by the town of Hammonton. Mullica Township is at a crossroad to determine it's future. Its open space is both attractive to developers and residents who cherish its rural character. .- Whether increased development in Mullica is perceived or real it must be acknowledged. The Mullica Township Environmental Commission with the assistance of the New Jersey Department of Environmental Protection (NJDEP) began its compilation of data in July of 1998. The Mullica Township Committee agreed to mach the grant provided by the NJDEP to continue this compilation of environmental data to include historic data throughout the Township. The information presented within ,.- this Environmental and Historic Resource Inventory is intended to GEOGRAPHY THE SCIENCE OF GEOGRAPHY DESCRIBES MAN, LAND AND CLIMATE. -
Kristen Doulos Town Parks Director
PERMIT FEES TOWN OF SOUTHAMPTON SOUTHAMPTON TOWN RESIDENT $ 40 VEHICLE SOUTHAMPTON TOWN SENIOR RESIDENT (60+) $ 30 VEHICLE Parks & Recreation Department NON-RESIDENT FULL SEASON $400 VEHICLE 6 Newtown Road VILLAGE OF SAG HARBOR E. HAMPTON RESIDENT (LONG BEACH ONLY) $ 40 VEHICLE Hampton Bays, NY 11946 2 0 2 1 VILLAGE OF SAG HARBOR E. HAMPTON RESIDENT (FULL ACCESS) $360 VEHICLE (631) 728-8585 DAILY $ 30 PER DAY OLD PONQUOGUE BRIDGE MARINE PARK $100 VEHICLE Hours 8:30 am—4:00 pm Weekdays Kristen Doulos www.southamptontownny.gov/parksrec Town Parks Director Unless otherwise posted, lifeguards are on duty, 10:00am - 5:00pm, when beaches are open. Permits are required at all times, 9:00am - 9:00pm, at all Beach Facilities during beach season. SOUTHAMPTON ATTENDED TOWN BEACHES TOWN OF SOUTHAMPTON BEACH PARKING INFORMATION TYPE OF PERMITS ACCEPTED AT EACH BEACH Beach Parking Permits are required at all Town Beach Recreation Facilities on weekends th th Pikes Beach Resident Non-resident Daily (7 days) beginning May 29 , and 7 days a week starting June 26 - Labor Day. They may be pur- Westhampton Dunes chased throughout the season at all attended Town beaches. Tiana Beach Resident Non-resident Daily (7 days) Starting March 3rd (ongoing): Permits may be purchased online at the following website Hampton Bays (http://southamptontownny.gov/355/Beach-Parking-Permit). Please DO NOT mail in Ponquogue Beach Resident Non-resident Daily (7 days) applications. If you have a 2020 permit it is valid through June 30, 2021. Hampton Bays Starting April 6th (ongoing): Permits are available at the Parks & Recreation Office walk- Flying Point Beach Resident Non-resident up window, located at 6 Newtown Road, Hampton Bays from 8:30am - 4:00pm, Week- Water Mill days. -
Comprehensive Plan
Edgewater Park Township Delanco Township Delanco Township Burlington Township Riverside Township COUNTY INVESTMENT AREA MAP COMMUNITY VISION OVERLAY Springfield Township Growth Areas Willingboro Township Metropolitan Core POLICY GOAL 1: Promote growth, development, and redevelopment activities in POLICY GOAL 3: Support and promote the vitality and revitalization of the City suburban and urban communities that contain existing or planned infrastructure, of Camden. Delran Township existing population and employment clusters, and dense settlement patterns. Westampton Township Riverton Borough Priority Growth Investment Area (PGIA) Innovation Hub Palmyra Borough POLICY GOAL 4: Leverage the synergy of educational, business, institutional uses Cinnaminson Township and regional attractions to spur a regional mixed-use hub inEastampton downtown Township Camden. Alternate Growth Investment Area (AGIA) Pennsauken / Route 73 Mount Holly Township Transit Centers Conservation/Preservation Areas Existing Philadelphia Pochack Creek POLICY GOAL 5: Encourage active transit corridors by clustering growth, POLICY GOAL 2: Encourage limited growth, conservation, or preservation development, and a vibrant mix of uses within a walkable distance of transit Proposed Pemberton Township Pennsauken Transit Center activities in areas that do not contain existing or planned infrastructure Moorestown Township stations. 90 supportive of large-scale growth and development, and contain a majority Hainesport Township of resources that are important to the environmental,