DOCSLIB.ORG

Record of Decision

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Record of Decision ATTACHMENT F BRIDGE INFORMATION FOR THE LOWER PASSAIC RIVER Minimum Depth in Channel Entering From Seaward April 30, 2014 Reach RM Left Outside Quarter (ft) Middle Half (ft) Right Outside Quarter (ft) Kearny Point Reach 0-1.2 13.8 13.7 9.5 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Central Railroad of NJ Bridge 1.2 145 NA 0696 0697 Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 1 of 21 2016 0698 1. MHW = Mean High Water; 2. MLW = Mean Low Water; 3. Please refer to Figure 1 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 2 of 21 2016 Minimum Depth in Channel Entering From Seaward April 30, 2014 Reach RM Left Outside Quarter (ft) Middle Half (ft) Right Outside Quarter (ft) Point No Point Reach 1.2-2.5 0.9 5.5 9.9 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Routes 1&9 Lincoln Highway Bridge 1.8 300 40 45.5 0699 0700 1. MHW = Mean High Water; 2. MLW = Mean Low Water; 3. Please refer to Figure 1 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 3 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal CL1 (ft) Vertical CL1 (ft) MHW2 Vertical CL1 (ft) MLW3 Pulaski Skyway 2 520 135 140.5 0702 0705 1. CL = Clearance; 2. MHW = Mean High Water; 3. MLW = Mean Low Water. 4. Please refer to Figure 1 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 4 of 21 2016 Minimum Depth in Channel Entering From Seaward April 30, 2014 Reach RM Left Outside Quarter (ft) Middle Half (ft) Right Outside Quarter (ft) Harrison Reach 2.5-4.6 +0.4 5.4 0.5 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Conrail's Point-No-Point Railroad Bridge 2.6 103(N)/104(S) 16 21.5 0707 1. MHW = Mean High Water; 2. MLW = Mean Low Water; 3. Please refer to Figure 1 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 5 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) NJ Turnpike Bridge 2.7 352 (319)* 100 105.5 0710 *NOAA Chart 12337 = 319 ft, USACE (2010) = 352 ft. 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 1 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 6 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Jackson Street Bridge 4.6 72 18* 23.5 (20*) 0718 0719 *USACE (2010) Low Tide = 20 ft, NOAA Chart 12337 High Tide = 18 ft 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 7 of 21 2016 Minimum Depth in Channel Entering From Seaward April 30, 2014 Reach RM Left Outside Quarter (ft) Middle Half (ft) Right Outside Quarter (ft) Newark Reach 4.6-6.1 0.5 8.5 2.6 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Amtrak’s Dock Bridge 5 200 24 29.5 0721 0722 Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 8 of 21 2016 0723 1. MHW = Mean High Water; 2. MLW = Mean Low Water; 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 9 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Bridge Street Bridge 5.6 80 7 12.5 0727 0728 Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 10 of 21 2016 0729 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 11 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) NJTRO Newark-Harrison Bridge 5.8 77 15 20.5 0732 0733 Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 12 of 21 2016 0735 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 13 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Route 280 Bridge 5.8 200 35 40.5 0736 0737 Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 14 of 21 2016 0746 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 15 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Clay Street Bridge 6 75 8(15)* 13.5 0738 0739 *Current Vertical Clearance (HMW) is 8 ft, may fix in place at 15 ft in future? 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 16 of 21 2016 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) Fourth Ave Conrail 6.35 126 7 12.5 0740 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 2 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 17 of 21 2016 Minimum Depth in Channel Entering From Seaward April 30, 2014 Reach RM Left Outside Quarter (ft) Middle Half (ft) Right Outside Quarter (ft) Arlington Reach 7.1-8.1 2.7 8.6 0.8 Bridge Clearance Name of Bridge River Mile Horizontal (ft) Vertical MHW1 (ft) Vertical MLW2 (ft) NJTRO West Arlington Bridge 8.1 70 45(E)/48(W)* 36/35(W)* 41.5/40.5(W) 0742 0743 *Looking from seaward to channel. In NOAA, horizontal clearance for Swing bridge = 45ft on east side of channel and 48ft on west side of channel, horizontal clearance for fixed span = 70ft on west side of channel; vertical clearance for swing bridge = 36ft, vertical clearance for fixed span = 35ft on west side of channel. 1. MHW = Mean High Water; 2. MLW = Mean Low Water. 3. Please refer to Figure 3 for directions and locations of photos taken on the Lower Passaic River. Attachment F Bridge Information for the Lower Passaic River Lower 8.3 Miles of the Lower Passaic River Page 18 of 21 2016 Attachment F Bridge Information for the Lower Passaic Lower 8.3 Miles of the Lower Passaic River Page 19 of 21 2016 Attachment F Bridge Information for the Lower Passaic Lower 8.3 Miles of the Lower Passaic River Page 20 of 21 2016 Attachment F Bridge Information for the Lower Passaic Lower 8.3 Miles of the Lower Passaic River Page 21 of 21 2016 ATTACHMENT G SEDIMENT QUALITY TRIAD DATA TABLES Table 1 REMAP Jamaica Bay Stations STATION YEAR ESTUARY LATITUDE LONGITUDE DEPTH JB002 1993 Jamaica Bay 40.63616 ‐73.797836 ‐ JB006 1993 Jamaica Bay 40.6083 ‐73.77319 ‐ JB008 1993 Jamaica Bay 40.641081 ‐73.816019 ‐ JB012 1993 Jamaica Bay 40.648469 ‐73.890094 ‐ JB015 1993 Jamaica Bay 40.626179 ‐73.794061 ‐ JB018 1993 Jamaica Bay 40.608684 ‐73.786069 ‐ JB022 1993 Jamaica Bay 40.604022 ‐73.779599 ‐ JB026 1993 Jamaica Bay 40.603411 ‐73.841641 ‐ JB031 1993 Jamaica Bay 40.611179 ‐73.871529 ‐ JB033 1993 Jamaica Bay 40.615974 ‐73.887738 ‐ JB039 1993 Jamaica Bay 40.586676 ‐73.845564 ‐ JB041 1993 Jamaica Bay 40.585592 ‐73.860123 ‐ JB042 1993 Jamaica Bay 40.582913 ‐73.848083 ‐ JB043 1993 Jamaica Bay 40.576184 ‐73.873706 ‐ JB101 1993 Jamaica Bay 40.6395 ‐73.813667 ‐ JB103 1993 Jamaica Bay 40.629067 ‐73.787567 ‐ JB104 1993 Jamaica Bay 40.621767 ‐73.8415 ‐ JB106 1993 Jamaica Bay 40.620783 ‐73.890333 ‐ JB108 1993 Jamaica Bay 40.61705 ‐73.85725 ‐ JB110 1993 Jamaica Bay 40.606533 ‐73.814567 ‐ JB111 1993 Jamaica Bay 40.6052 ‐73.790717 ‐ JB112 1993 Jamaica Bay 40.602533 ‐73.864867 ‐ JB113 1993 Jamaica Bay 40.595767 ‐73.8673 ‐ JB114 1993 Jamaica Bay 40.591167 ‐73.85135 ‐ JB115 1993 Jamaica Bay 40.63375 ‐73.869983 ‐ JB117 1993 Jamaica Bay 40.6234 ‐73.765233 ‐ JB119 1993 Jamaica Bay 40.60355 ‐73.875233 ‐ JB120 1993 Jamaica Bay 40.596367 ‐73.812983 ‐ JB008 1998 Jamaica Bay 40.6409 ‐73.8162 8.8 JB018 1998 Jamaica Bay 40.6096 ‐73.786 13.4 JB026 1998 Jamaica Bay 40.6034 ‐73.842 5.8 JB031 1998 Jamaica Bay 40.611 ‐73.8719 2.7 JB033 1998 Jamaica Bay 40.6161 ‐73.8879 12.5 JB039
Load more

Recommended publications
  • D.J. Henderson Collection (1927-1990S)
    D.J. Henderson Collection, Newark Public Library, Page 1 D.J. Henderson Collection (1927-1990s) Charles F. Cummings New Jersey Information Center The Newark Public Library 5 Washington Street, PO Box 630, Newark, New Jersey 07101-0630 Phone: (973) 733-7775; Email: [email protected] URL: http://www.npl.org/Pages/Collections/njic.html © 2014 All rights reserved. Title: D.J. Henderson Collection Dates: 1936 - 1994; bulk 1970s and 1980s Location: Charles F. Cummings New Jersey Information Center Extent: 11 Hollinger boxes and 2 Paige boxes Processed: Kathy Kauhl, 2014 Language: English Restrictions on Access Access Restrictions Open to the public. Photocopying of materials is limited and no materials may be photocopied without permission from library staff. Use Restrictions Researchers wishing to publish, reproduce, or reprint materials from this collection must obtain permission. Preferred Citation D.J. Henderson Collection, Charles F. Cummings New Jersey Information Center, Newark Public Library. Background: Born in 1898 in Indiana, Dorland J. Henderson earned a degree in electrical engineering from Purdue. From 1932 he worked for the New Jersey Department of Transportation in various capacities, overcoming discrimination to retire in 1970 as Director of Traffic Engineering. A key project was the Route 72 bridge spanning Stafford Township and Long Beach Island, named for him in 2000, which made use of low level lighting. After retiring, he consulted on movable bridges until 1978. Elizabeth (Betty) Henderson, from Michigan, was educated as a social worker and worked for some time in the East Orange schools. She was also an accomplished weaver. D.J. Henderson Collection, Newark Public Library, Page 2 In 1954, the Hendersons purchased the run-down 18th-century Sydenham farmhouse on Old Road to Bloomfield adjacent to Branch Brook Park in the North Ward of Newark and over the decades painstakingly restored it.
    [Show full text]
  • Title of Master's Thesis
    DEVELOPMENT OF AN INSPECTION CHECKLIST FOR RISK ASSESSMENT OF BRIDGES IN NEW JERSEY by LAYLA ISSA A thesis submitted to the Graduate School - New Brunswick Rutgers, The State University of New Jersey in partial fulfillment of the requirements for the degree of Masters of Science Graduate Program in Civil and Environmental Engineering written under the direction of Dr. Hani Nassif and approved by _________________________________________ _________________________________________ _________________________________________ New Brunswick, New Jersey May, 2008 ABSTRACT OF THE THESIS DEVELOPMENT OF AN INSPECTION CHECKLIST FOR RISK ASSESSMENT OF BRIDGES IN NEW JERSEY By LAYLA ISSA Thesis Director: Dr. Hani Nassif In the aftermath of the September 11th tragedies, transportation infrastructure has become one of the most visible targets since its destruction could result in substantial human casualties, economic losses, and socio-political damages. Improving bridge security is very important in helping various governmental agencies protect and design structures to better withstand extreme blast loadings. Although many bridge owners have developed their own prioritization methodologies, there is still a need for a better approach to prioritize and assess all bridges not only in New Jersey but in the whole United States. This research focuses on bridges located in New Jersey only, however the analysis and results could be applied to bridges in other states. The studies include an analysis on risk management and vulnerability assessment by developing a checklist that will provide identification of critical bridges for security hazards and guidelines for bridge security design in order to reduce their vulnerability to attacks. The analysis will first start by identifying bridges in New Jersey and the different ii types available.
    [Show full text]
  • Passaic River Navigation Update Outline
    LOWER PASSAIC RIVER COMMERCIAL NAVIGATION ANALYSIS United States Army Corps of Engineers New York District Original: March, 2007 Revision 1: December, 2008 Revision 2: July, 2010 ® US Army Corps of Engineers LOWER PASSAIC RIVER RESTORATION PROJECT COMMERCIAL NAVIGATION ANALYSIS TABLE OF CONTENTS 1.0 Study Background and Authority…………………………………………………1 2.0 Study Purpose……………..………………………………………………………1 3.0 Location and Study Area Description……………………………………………..4 4.0 Navigation & Maintenance Dredging History…………………………………….5 5.0 Physical Constraints including Bridges…………………………………………...9 6.0 Operational Information………………………………………………………….11 6.1 Summary Data for Commodity Flow, Trips and Drafts (1980-2006)…..12 6.2 Berth-by-Berth Analysis (1997-2006)…………………………………...13 7.0 Conclusions………………………………………………………………………26 8.0 References………………………………………………………………………..29 LIST OF TABLES Table 1: Dredging History………………………………………………………………...6 Table 2. Bridges on the Lower Passaic River……………………………………………..9 Table 3. Channel Reaches and Active Berths of the Lower Passaic River………………18 Table 4: Most Active Berths, by Volume (tons) Transported on Lower Passaic River 1997-2006………………………………………………………………………..19 Table 5: Summary of Berth-by-Berth Analysis, below RM 2.0, 1997-2006.....................27 LIST OF FIGURES Figure 1a. Federal Navigation Channel (RMs 0.0 – 8.0)………………………………….2 Figure 1b. Federal Navigation Channel (RMs 8.0 – 15.4)………………………………...3 Figure 2. Downstream View of Jackson Street Bridge and the City of Newark, May 2007………………………………………………………………………………..5 Figure 3. View Upstream to the Lincoln Highway Bridge and the Pulaski Skyway, May 2007………………………………………………………………………………..8 Figure 4. View Upstream to the Point-No-Point Conrail Bridge and the NJ Turnpike Bridge, May 2007……………………………………………………………......10 Figure 5. Commodities Transported, Lower Passaic River, 1997-2006…………………12 Figure 6.
    [Show full text]
  • Passaic River Navigation Update Outline
    LOWER PASSAIC RIVER COMMERCIAL NAVIGATION ANALYSIS United States Army Corps of Engineers New York District Original: March, 2007 Revision 1: December, 2008 Revision 2: July, 2010 ® US Army Corps of Engineers LOWER PASSAIC RIVER RESTORATION PROJECT COMMERCIAL NAVIGATION ANALYSIS TABLE OF CONTENTS 1.0 Study Background and Authority…………………………………………………1 2.0 Study Purpose……………..………………………………………………………1 3.0 Location and Study Area Description……………………………………………..4 4.0 Navigation & Maintenance Dredging History…………………………………….5 5.0 Physical Constraints including Bridges…………………………………………...9 6.0 Operational Information………………………………………………………….11 6.1 Summary Data for Commodity Flow, Trips and Drafts (1980-2006)…..12 6.2 Berth-by-Berth Analysis (1997-2006)…………………………………...13 7.0 Conclusions………………………………………………………………………26 8.0 References………………………………………………………………………..29 LIST OF TABLES Table 1: Dredging History………………………………………………………………...6 Table 2. Bridges on the Lower Passaic River……………………………………………..9 Table 3. Channel Reaches and Active Berths of the Lower Passaic River………………18 Table 4: Most Active Berths, by Volume (tons) Transported on Lower Passaic River 1997-2006………………………………………………………………………..19 Table 5: Summary of Berth-by-Berth Analysis, below RM 2.0, 1997-2006.....................27 LIST OF FIGURES Figure 1a. Federal Navigation Channel (RMs 0.0 – 8.0)………………………………….2 Figure 1b. Federal Navigation Channel (RMs 8.0 – 15.4)………………………………...3 Figure 2. Downstream View of Jackson Street Bridge and the City of Newark, May 2007………………………………………………………………………………..5 Figure 3. View Upstream to the Lincoln Highway Bridge and the Pulaski Skyway, May 2007………………………………………………………………………………..8 Figure 4. View Upstream to the Point-No-Point Conrail Bridge and the NJ Turnpike Bridge, May 2007……………………………………………………………......10 Figure 5. Commodities Transported, Lower Passaic River, 1997-2006…………………12 Figure 6.
    [Show full text]
  • Coastal Vulnerability Assessment: Newark City Riverfront
    Coastal Vulnerability Assessment: Newark City Riverfront ./” Coastal Vulnerability Assessment Newark City Riverfront Essex County New Jersey May 2017 . Coastal Vulnerability Assessment: Newark City Riverfront Funding for this project is provided by the U.S. Department of the Interior and administered by the National Fish and Wildlife Foundation as part of the Hurricane Sandy Coastal Resiliency Competitive Grant Program. Prepared by the Environmental Analysis and Communications Group, Rutgers University, for the City of Newark. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing the opinions or policies of the U.S. government or the National Fish and Wildlife Foundation and its funding sources. Mention of trade names or commercial products does not constitute their endorsement by the U.S. Government, or the National Fish and Wildlife Foundation or its funding sources. 2 | P a g e Coastal Vulnerability Assessment: Newark City Riverfront Contents I. Project Introduction .............................................................................................................................. 4 II. Riverfront Area Profile .......................................................................................................................... 6 Graphic 1: Google Screenshot, Newark Riverfront Area .......................................................................... 6 III. Municipal Coastal Vulnerability Assessment Methodology ............................................................
    [Show full text]
  • Public Involvement Action Plan (PIAP)
    PUBLIC INVOLVEMENT ACTION PLAN COUNTY OF HUDSON / COUNTY OF ESSEX Local Concept Development Study for Clay Street Bridge over the Passaic River Borough of East Newark, Hudson County, and City of Newark, Essex County, NJ North Jersey Transportation Planning Authority Hudson County / Essex County Clay Street Bridge over the Passaic River Local Concept Development Study Borough of East Newark and City of Newark, New Jersey Public Involvement Action Plan (PIAP) Prepared by: Hardesty & Hanover, LLC M.A. Culbertson, LLC March 2014 PUBLIC INVOLVEMENT ACTION PLAN COUNTY OF HUDSON / COUNTY OF ESSEX Local Concept Development Study for Clay Street Bridge over the Passaic River Borough of East Newark, Hudson County, and City of Newark, Essex County, NJ TABLE OF CONTENTS A. Purpose ……………………………………………………...…………...…………… 1 B. Project Description…………………………………………………………………… 1 C. Public Involvement Process Overview………………………………....……….…… 1 D. Public Involvement Process Steps - Local Concept Development Phase…….…… 2 E. Schedule of Public Involvement Initiatives………………………...……………….. 8 F. Public Involvement Deliverables……………………………………………………. 11 Prepared by: Hardesty & Hanover, LLC M.A. Culbertson, LLC March 2014 PUBLIC INVOLVEMENT ACTION PLAN COUNTY OF HUDSON / COUNTY OF ESSEX Local Concept Development Study for Clay Street Bridge over the Passaic River Borough of East Newark, Hudson County, and City of Newark, Essex County, NJ A. Purpose The purpose of the Public Involvement effort for the Hudson County/Essex County Clay Street Bridge Local Concept Development Study is to have an informed and involved public who has access to the planning approach and the decision making process. The Public Involvement Action Plan (PIAP) seeks to provide ample opportunity for public comment regarding the identification and development of proposed improvements.
    [Show full text]
  • Clay Street Bi-County Bridge NJTPA
    njtpa H U D S O N C O U N T y LOCAL CAPital PrOJECT DELiVEry PROGRAM Thomas DeGise Hudson County Executive NJTPA First Vice-Chairman udson County, in cooperation with County to Newark’s downtown business HEssex County, successfully applied for a district. The Passaic River crossing, which $478,450 grant for this project through the opened in 1908, is listed on the New Jersey NJTPA’s 2014 Local Capital Project Delivery Register of Historic Places. Program. The project will investigate options for remediating the Clay Street Bridge con- The Local Capital Project necting the City of Newark and the Borough Delivery Program Clay Street of East Newark in Essex and Hudson Counties. The NJTPA’s Local Capital Project Delivery Program awards grants to counties and cities Bi-County Bridge Project Details to investigate all aspects of a project, includ- The project will study alternatives for improv- ing environmental, right of way, access, ing the movable swing bridge, which is design and feasibility issues. Projects that Funding awarded: classified as structurally deficient and function- complete this initial investigative work, ally obsolete. The bridge has been closed called the Local Concept Development $478,450 several times in recent years for structural and Phase, may be eligible for eventual construc- mechanical repairs, and has suffered general tion with federal funds. For more informa- deterioration and scour, a condition in which tion about the program, visit NJTPA.org. flowing water erodes the soil around a structure’s supports. About the Project Area The bridge crosses the Passaic River and provides access for commuters in Hudson B er g e 501 n Main 3 505 HB LR 1 Mid town Di rect 280 139 PATH r o d 1T rri o 1 P C 501 AT E H East N River HBL R 440 Newark Liberty Int'l 78 185 Newark Bay R Hudson HBL River 440.
    [Show full text]
  • Newark, NJ 246 East Ferry Street Site Plan Ferguson Street Ferguson
    RETAIL Newark, NJ 1,500 SF plus 950 SF basement 246 East Ferry Street Available for Lease Size Neighbors Comments Demographics 1,500 SF Subway, The Children’s Place, Business for sale 2017 Estimates (plus 950 SF basement) Chase Bank, H&R Block, Auto Zone, Game Stop, Sol-Mar Only pet shop in Newark 1 Mile 3 Miles 5 Miles Asking Rent Restaurant, Portugalia, Casa licensed to sell animals and Upon request Nova Grill House of Leilan, exotic pets Population 47,644 236,798 789,265 Santos Florist, Atlas Horas, Parking Payless, Andros Diner Perfectly located in the Households 17,698 80,397 288,228 Street parking Ironbound Independantly owned and Median $51,568 $44,039 $50,486 operated for over 40 years Household Income with established clientele and grooming service Daytime 33,438 170,537 317,914 Population Contact our exclusive agents: Melissa Montemuino [email protected] 917.636.7506 Market Aerial MARKET AERIAL Newark, NJ NJ Transit/Amtrak Harrison Train Station HARRISON Essex County Riverfront Park BROAD STREET NJ Transit/Amtrak Newark Penn Station NJ Transit - 26k passengers daily Hayes Park Amtrak - 650k passengers daily Jackson Street Bridge Arena Village MCCARTER HIGHWAY RAYMOND BOULEVARD City Hall & Municipal Courts MARKET STREET FERRY STREET Atlas Horas Casa Nova Grill Petstop Portugalia Grooming SITE FERRY STREET Ironbound Recreation Center Pao de Acucar Supermarket Sol-Mar Andros Restaurant Diner Wilson Ave Laundromat School Kids Place Pizza Village Cafe Save Smart Flaming Grill & Buff et Wise Vision Independence Park MERCHANT STREET Chic Doggie Vision Center WILSON AVENUE Wash-A-Rama Wing Choo Brothers Wireless Kids Place N 3 Newark, NJ 246 East Ferry Street Site Plan Ferguson Street Ferguson Ferry Street 4 Manhattan Long Island Brooklyn New Jersey ripconj.com 150 East 58th St.
    [Show full text]
  • ESSEX County
    NJ DEP - Historic Preservation Office Page 1 of 30 New Jersey and National Registers of Historic Places Last Update: 9/28/2021 ESSEX County Rose Cottage (ID#3084) ESSEX County 221 Main Street SHPO Opinion: 7/11/1996 Belleville Township Silver Lake Stone Houses (ID#2836) Belleville Fire Department Station #3 (ID#2835) 288-289 and 304 Belmont Avenue, 51 and 57 Heckle Street 136 Franklin Street SHPO Opinion: 9/28/1995 SHPO Opinion: 12/4/1995 745 Washington Avenue (ID#1062) Belleville Public Library (ID#1057) 745 Washington Avenue Corner of Washington Avenue and Academy Street SHPO Opinion: 1/25/1994 SHPO Opinion: 12/3/1976 Bloomfield Township Belleville Municipal Historic District (ID#1058) Washington Avenue between Holmes Street and Bellevue Avenue Arlington Avenue Bridge (ID#254) SHPO Opinion: 4/19/1991 NJ Transit Montclair Line, Milepost 10.54 over Arlington Avenue SHPO Opinion: 2/3/1999 Belleville Park (ID#5676) 398 Mill Street Bakelite Corporation Factory Buildings (ID#2837) SHPO Opinion: 9/6/2018 230 Grove Street SHPO Opinion: 12/4/1995 Branch Brook Park [Historic District] (ID#1216) Bound by Orange Avenue, Newark City Subway (former Morris Canal), Bloomfield Cemetery (ID#5434) Second River, Branch Brook Place, Forest Parkway, and Lake Street 383 Belleville Avenue NR: 1/12/1981 (NR Reference #: 81000392) SR: 4/14/2015 SR: 6/5/1980 Also located in: SHPO Opinion: 3/30/1979 ESSEX County, Glen Ridge Borough Township See Main Entry / Filed Location: ESSEX County, Newark City Bloomfield Junior High School (ID#4250) 177 Franklin Street Essex County Isolation Hospital (ID#629) SHPO Opinion: 8/15/2002 520 Belleville Avenue (at Franklin Avenue) COE: 1/10/1995 Bloomfield Green Historic District (ID#1063) (a.ka.
    [Show full text]
  • D01PN01-161 Clay Street Bridge, Bridge Street Bridge and Kinsgland Ave(Avondale) Bridge Passaic River
    Commander (dpb) First Coast Guard District 1 South Street Battery Park Building New York, NY 10004-1466 March 9, 2018 PRELIMINARY PUBLIC NOTICE 1-161 The United States Coast Guard is soliciting public comments on a proposal by the New Jersey Department of Transportation/New Jersey Transportation Planning Authority (NJDOT/NJTPA), to replace the Clay Street Bridge movable bridge with a fixed bridge on the Passaic River at mile 6.1 as well as proposed major rehabilitations/replacements for the Bridge Street Bridge at mile 5.7, and the Kingsland Avenue (Avondale) Bridge at mile 10.7 on the Passaic River. The replacement design criteria for the Bridge Street Bridge and Kingsland Avenue Bridge have not been developed as yet. The future navigational use of the lower Passaic River is a factor in the consideration of the optimal replacement designs for each bridge project. The need for these proposals are to replace structurally deficient, functionally obsolete bridges. In addition, Consolidated Rail Corporation (CONRAIL) proposes to replace the Point-No- Point Railroad swing bridge with a single-leaf bascule bridge at mile 2.6 on the Passaic River. Coast Guard Bridge Permit applications have not yet been submitted for these bridge project proposals. WATERWAY AND LOCATION: BRIDGE MILE POINT To/From Point-No-Point 2.6 Newark/Kearny Bridge Street 5.7 Newark/ Harrison Clay Street 6.1 Newark/East Newark Kingsland Avenue 10.7 Lyndhurst/Nutley CHARACTER OF WORK: Clay Street Bridge: Replace the existing movable bridge with a fixed bridge. Due to the proposed fixed vertical clearance of 15 feet, this proposal would limit vessel access for vessels with height requirements on the Passaic River.
    [Show full text]
  • HPO Cultural Resource Reports FILTER SETTINGS: (Sorted By: County / Municipality / Shelf Code) County:: ESSEX Municipallity: County Code: Agency Code
    HPO Cultural Resource Reports FILTER SETTINGS: (Sorted by: County / Municipality / Shelf Code) County:: ESSEX Municipallity: County Code: Agency Code: ESSEX ESSEX Countywide Countywide ESS K 167a 2014 ID11146 MULT C 841x 2018 ID12815 Mapping the Morris Canal in Essex County Delaware Water Gap National Recreation Area Historic Property Richard Grubb & Associates Management Plan, Susquehanna to Roseland 500 kV Transmission Line Project Report Type: Mitigation Documentation Louis Berger Location: SHELVED: CRM Report Type: Architecture Intensive ESS GB 91 v1 1986 ID7778 Location: SHELVED: CRM Cultural Resources Survey of Essex County: Report MULT C 915 2010 ID9966 Zakalak Associates Phase 1A Cultural Resource Survey for the PSE&G West Orange 230 Report Type: Architecture Intensive kV Converstion Project, Middlesex, Union, Somerset, Morris, and Essex Location: SHELVED: GB Counties, New Jersey URS Corporation 2018 ID13433 MOR K 194a Report Type: Archaeology Phase I Morris Canal Greenway Corridor Study Location: SHELVED: CRM NV5; Arterial; Heritage Strategies; Swell Report Type: Combined Report MULT C 915a 2012 ID10147 Location: SHELVED: CRM Phase IB/II Archaeological Survey, North Central Reliability Project, PSE&G Services Corporation; Essex, Morris, Somerset, Union, and MULT A 201d 2009 ID9128 Middlesex Counties, NJ Remote Sensing Survey of Portions of Ambrose Channel and Sandy Richard Grubb & Associates, Inc. Hook Pilot Area in Connection with the New York and New Jersey Report Type: Combined Report Harbor Naviagation Study, King and Richmond Counties, New York Location: SHELVED: CRM Panamerican Consultants, Inc. Report Type: Archaeology Phase I MULT C 915b 2012 ID10232 Location: SHELVED: CRM Intensive-Level Architectural Survey, North Central Reliability Project, PSE&G Services Corporation; Essex, Morris, Somerset, Union, and MULT C 841f 2011 ID9872 Middlesex Counties, NJ Susquehanna to Roseland 500kV Transmission Project Pennsylvania _ Richard Grubb & Associates, Inc.
    [Show full text]
  • River Sections for the Lower Passaic River
    LLoowweerr PPaassssaaiicc RRiivveerr RReessttoorraattiioonn PPrroojjeecctt Work Plan August 2005 Version: 2005/08/02 PREPARED BY: Malcolm Pirnie, Inc. 104 Corporate Park Drive White Plains, NY 10602 FOR: US Environmental Protection Agency Region 2 US Army Corps of Engineers Kansas City District Contract No. DACW41-02-D-0003 WORK PLAN LOWER PASSAIC RIVER RESTORATION PROJECT Prepared by: Malcolm Pirnie, Inc., in conjunction with Battelle and HydroQual, Inc. August 2005 Version: 2005/08/02 LOWER PASSAIC RIVER RESTORATION PROJECT WORK PLAN TABLE OF CONTENTS 1.0 Introduction.......................................................................................................... 1-1 1.1 Overview........................................................................................................ 1-1 1.2 Site Background and History......................................................................... 1-3 1.2.1 A Brief History ............................................................................................ 1-3 1.2.2 Federal and State Agencies’ Involvement ................................................. 1-10 1.2.3 Project Delivery Team and Workgroup Structure (PMP Task ZAB)........ 1-11 1.3 Community Involvement and Public Outreach (PMP Task JI) ................... 1-12 2.0 Environmental Setting ......................................................................................... 2-1 2.1 Geologic Setting............................................................................................. 2-1 2.2 Surface Water Hydrology
    [Show full text]