Legend ") Compressor Station (C/S) (Proposed Modification) ") Compressor Station (C/S) (Proposed New)! M&R Station (Modification Required)! M&R Statio
|
|
|
- Ilene Burke
- 5 years ago
- Views:
Transcription
1
2
3
4
5
6 Legend ") Compressor Station (C/S) (roposed odification) ") Compressor Station (C/S) (roposed New)! &R Station (odification Required)! &R Station (roposed New) roposed ipeline Existing aritimes & Northeast ipeline Existing Algonquin Gas Transmission ipeline USACE Regulatory District AINE WESTBROOK! State Boundary VERONT NEW HASHIRE Baltimore District New York District NEW YORK Existing Oxford C/S Increase H New England District ASSACHUSETTS Existing Chaplin C/S Increase H ") NEEDHA! ") roposed Weymouth C/S LYOUTH! INE HILLS! hiladelphia District ") Existing Stony oint C/S Uprate DANBURY!! YORKTOWN SALE IKE ") CONNECTICUT Southeast Discharge Take-Up and Relay (2.3 miles) Stony oint Discharge Take-Up and Relay (4.0 miles)! RHODE ISLAND Algonquin Gas Transmission, LLC aritimes & Northeast ipeline, L.L.C. NEW JERSEY!K 0 40 iles Atlantic Bridge roject U.S. Army Corps of Engineers Regulatory District Boundaries Created on 11/6/2015
7 G:\Spectra\340381_AtlanticBridge\Datarod\Work\GIS\XD\QUAD_EXCERT_AS_85x11\Stonyoint\STONYOINT_QUAD_A_ARY_CORS_85x11.mxd 1!( ILE OST " TITLE: ATLANTIC BRIDGE ROJECT - STONY OINT TO SOUTHEAST STONY OINT TAKE-U AND RELAY - USACE ERIT DRAWINGS (OHEGAN LAKE, NY) WESTCHESTER COUNTY, NEW YORK REV. 2 EXISTING ETERING AND REGULATING (&R) STATION ODIFICATION REQUIRED ISSUED FOR USACE (11/2015) HHOL HHOL ENG. B15-SL-36-(S,SA,SB,SC,SD) SCALE: 1" = 2000' B15-SL-36-(SE,SF) 42" /L AND L30B. 0 ROOSED 4.0 ILE REOVAL OF 26" /L AND RELACE WITH 42".!( 11/09/2015 DWG. NO. B15-SL-36-W TOWN OF YORKTOWN AR 0.85 B15-SL-36-W ROOSED IELINE EXISTING ALGONQUIN GAS TRANSISSION IELINE ROOSED ACCESS ROAD A14-SL-7-W A14-SL-7-S1 A14-SL-6-W A14-SL-5-(S1,S4,S5,S6)!( A15-SL-3-S1 A15-SL-3-W A15-SL-3B-W2 BEGIN ROOSED 42" /L AT VALVE SITE 15-B. REOVE AND RELOCATE EXISTING 42" RECEIVER, 26" LAUNCHER, AND TWO REGULATOR SKIDS. REOVE AND RETIRE CROSSOVER IING. W.B.S. STON A14-SL-2-W A14-SL-4-S1 A14-SL-2-W AR 1.90 A14-SL-2-(S2,S2A,S2B) 2!( A14-SL-5-W SEE AGE 2 STREA. WETLAND BOUNDARY UNICIALITY BOUNDARY COUNTY BOUNDARY
8 G:\Spectra\340381_AtlanticBridge\Datarod\Work\GIS\XD\QUAD_EXCERT_AS_85x11\Stonyoint\STONYOINT_QUAD_A_ARY_CORS_85x11.mxd W SEE AGE 1 TITLE: ATLANTIC BRIDGE ROJECT - STONY OINT TO SOUTHEAST STONY OINT TAKE-U AND RELAY - USACE ERIT DRAWINGS (OHEGAN LAKE, NY) WESTCHESTER COUNTY, NEW YORK REV. 2!( A14-SL-9-W A14-SL-24-S1 A14-SL-24-S2 AR 1.90 TOWN OF UTNA VALLEY 2 A14-SL-9-S1 1!( ILE OST " HHOL HHOL UTNA WESTCHESTER ENG. " A14-SL-8-W EXISTING ETERING AND REGULATING (&R) STATION ODIFICATION REQUIRED ISSUED FOR USACE (11/2015) SCALE: 1" = 2000' INSTALL NEW 42" LV AND CROSSOVER ASSEBLY AT VALVE SITE A14-SL-13-W A14-SL-13-S1 3!( A14-SL-11-W A15-SL-10-W TOWN OF YORKTOWN TOWN OF CAREL 11/09/2015 DWG. NO. AR 3.35 A15-SL-12-W EXISTING YORKTOWN &R STATION INSTALL 42"X10" SIDE TA. A14-SL-14-W ROOSED IELINE EXISTING ALGONQUIN GAS TRANSISSION IELINE ROOSED ACCESS ROAD A15-SL-15-W W.B.S. STON !(!( 4 AR 4.00 TOWN OF SOERS ROOSED 4.0 ILE REOVAL OF 26" /L AND RELACE WITH 42". END ROOSED 42" /L. INSTALL RELOCATED 42" RECEIVER AND 26" LAUNCHER. INSTALL NEW 30" BLOCK VALVE ON L30B AND CROSSOVER IING. INSTALL RELOCATED REGULATOR SKIDS. STREA. WETLAND BOUNDARY UNICIALITY BOUNDARY COUNTY BOUNDARY
9 0.0 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
10 ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
11 ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401A.dwg
12 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401B.dwg
13 490' LOWER WESTFIELD ROAD HOLYOKE, ASSACHUSETTS HONE (413) FAX (413) G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401C.dwg
14 470' ' 450' 0.2 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401D.dwg
15 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401E.dwg
16 450' ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401F.dwg
17 450' 0.3 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8401G.dwg
18 440' 0.6 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
19 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
20 ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
21 ' ' 420' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
22 ' 430' 430' 420' 420' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8404A.dwg
23 430' 1.2 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8404B.dwg
24 430' 430' 440' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
25 1.5 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8405A.dwg
26 ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
27 490' 480' 470' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg 1.6
28 51 500' 490' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg 1.8
29 550' 520' 530' 540' 520' ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8408A.dwg
30 ' 620' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
31 580' 2.3 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
32 2.5 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
33 ' 620' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
34 550' ' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
35 530' 540' 3.4 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
36 3.9 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON dwg
37 3.9 G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8415A.dwg
38 510' 500' G:\Spectra\340381_AtlanticBridge\Datarod\Work\Drafting\Wetlands_Waterbody_Xings\USACE DRAWINGS\NY\STON--8415B.dwg
39
40 RESONSE TABLE 7-R Summary of Stream Impact due to Construction of the Atlantic Bridge roject in the New York District Facility, Resource ID and Name Enter a/ Exit a/ Drawing Number(s) Excavation in Existing Trench (linear feet) Area of Disturbance in Stream b/ (square feet) 42-inch Stony oint Discharge Take-up and Relay ipeline - Yorktown and Somers, New York B15-SL-36-S STON ,618 B15-SL-36-SA STON ,390 B15-SL-36-SB STON--8401B, STON--8401D B15-SL-36-SD STON--8401D-E B15-SL-36-SC STON--8401D-E B15-SL-36-SE STON--8401F-G B15-SL-36-SF STON--8401F-G A15-SL-3-S STON HDD HDD A14-SL-2-S2A STON--8404A A14-SL-2-S2B STON--8404A A14-SL-2-S STON--8404B A14-SL-4-S STON--8405A 0 32 A14-SL-5-S STON A14-SL-5-S STON A14-SL-5-S STON A14-SL-5-S STON A14-SL-7-S STON A14-SL-8-S STON A14-SL-24-S STON A14-SL-24-S STON A14-SL-9-S STON A14-SL-13-S STON TOTAL 62 9,590 a/ ilepost where the wetland first intersects the proposed construction ROW. b/ The area of stream disturbance was calculated to include all potential temporary impacts including temporary impacts from construction equipment mats, stormwater management Bs, dry crossing construction methods, and trench excavation and backfill.
U.S. Army Corps of Engineers Regulatory Program
U.S. Army Corps of Engineers Regulatory Program Hull Offshore Wind Workshop Hull, Massachusetts 12 May 2011 Presented by: James W. Haggerty Regulatory Program Manager North Atlantic Division US Army Corps
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements
TEMPORARY ROAD ENTRANCE (SEE DETAIL, FIGURE NO. 9) PAR-037 PAR-038 STREAM CROSSING (SEE DETAILS, FIGURE NOS. 19, 21 & 22) S-TQSM-03
TEMPORARY ROAD ENTRANCE (SEE DETAIL, FIGURE NO. 9) PAR-037 PAR-038 STREAM CROSSING (SEE DETAILS, FIGURE NOS. 19, 21 & 22) S-TQSM-03 Drawing: \\Aci-acad\caddrawings\15486\15486D2-D14.dwg - Layout Tab: K270-12
MVP Variance Request Form
E-4 4/10/2018 Requested By: Andy Travenio Spread: E Variance Type: WS Variance Sequence Request repared By *: Megan Neylon Number: 004 * The FERC compliance monitor should be alerted and given a copy of
Hartwell Lake Application for Dry Dredging
Hartwell Lake Application for Dry Dredging Applicant: Mailing Address: E-Mail Address: Day Time Phone Number/s: Dredging Site Address: Subdivision: Lot #: Shoreline Use Permit #: Next Upstream Permit #,
Riverside County Flood Control & Water Conservation District
9/28/2016 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI H & H GENERAL CONTRACTORS, INC. 1 MOBILIZATION L.S. 1 $50,000.00 $50,000.00 $106,571.00 $106,571.00 $180,000.00 $180,000.00 2 WATER CONTROL
NWP of 10 Enclosure
#6301 4/16/2018 Pacific Habitat Services, Inc. 9450 SW Commerce Circle, Suite 180 Wilsonville, OR 97070 Project Site General Location and Topography Reed Pit Expansion - Marion County, Oregon United States
FOR MORE INFORMATION:
T OWN OF H OLLY S PRINGS ACCESSORY/TEMPORARY USE, BUILDING, STRUCTURE, OR LIGHTING PACKET General Information A Concept Plan Review Meeting must be held in accordance with the Petition Submittal Deadline
LD20558-L Parking Lots with AutoCAD Civil 3D Corridors
LD20558-L Parking Lots with AutoCAD Civil 3D Corridors Steven Hill CAD Manager, Civil Designer / Geosyntec Consultants.NET Application Developer / Red Transit Consultants, LLC Learning Objectives Discover
Acknowledging Jackson s Challenges for Growth The Significance of People & Place
Acknowledging Jackson s Challenges for Growth Updated 07/29/15 The Enterprise Group of Jackson, Inc. (EG) is the economic development agency supporting all of Jackson County. The Enterprise Group of Jackson,
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS PUBLIC UTILITIES COMMISSION
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS PUBLIC UTILITIES COMMISSION THE NARRAGANSETT ELECTRIC : COMPANY d/b/a NATIONAL GRID, : Plaintiff, : v. : : THE TOWN OF HOPKINTON; THOMAS : E. BUCK; SYLVIA
PLANNING AND DEVELOPMENT
OVERVIEW Effective January 1, 1992 all applications for multi-family residential and all non-residential building permits require site plan approval before permit issuance. All new developments and existing
Riverside County Flood Control & Water Conservation District
10/11/2018 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI G.J. GENTRY GENERAL ENGINEERING, INC. 1 MOBILIZATION L.S. 1 $100,000.00 $100,000.00 $48,000.00 $48,000.00 $88,580.77 $88,580.77 2 WATER
The above deliverables are to be provided as a zip file to your ILAWC Engineering Project Manager.
Water Main Construction Projects The requirements and deliverables identified below are those for water main construction projects performed by Developers, Contractors, and Internal Illinois-American Water
Hwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise
Hwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise walls will be evaluated 2 Approximate $200 million construction
LLC STRANG ADVANCE LLC
NOTIONS TAGS and more FOR ALL APPLICATIONS SA LLC STRANG ADVANCE LLC 139 BRICK CHURCH ROAD SPRING VALLEY, NY 10977 Phone: 845.354.9516 Fax: 845.290.6338 Web: safetypinswholesale.com * E-Mail: info@ safetypinswholesale.com
MILL HILL ARTS VILLAGE
OWNER CIVIL ENGINEER MACON-BIBB URBAN DEVELOPMENT AUTHORITY ALEX MORRISON, EXECUTIVE DIRECTOR 200 CHERRY STREET, SUITE 300 MACON, GA 31201 OFFICE PHONE : (478) 803-2402 TRIPLE POINT ENGINEERING DAN WALLACE,
Sturgis/Whitewood, SD 405 +/- acres $1,090,250
Sturgis/Whitewood, SD 405 +/- acres $1,090,250 The Hefner North Unit is a property that has not been offered for sale in over half a century! This historic offering has benefited from superb land management
NWP Page 1 of 13 Enclosure 1
Project Area #6429 5/25/2018 Pacific Habitat Services, Inc. 9450 SW Commerce Circle, Suite 180 Wilsonville, OR 97070 General Location and Topography United States Geological Survey (USGS), Lake Oswego,
TABLE OF CONTENTS. Executive Summary 1 Acknowledgements 3 Introduction 3 Storm Recovery and Beach Project Effectiveness 3
TABLE OF CONTENTS Executive Summary 1 Acknowledgements 3 Introduction 3 Storm Recovery and Beach Project Effectiveness 3 Monmouth County 4 Figures 1a-1d. Monmouth County Station Locations 5 Site Descriptions
SA (1/4" Steel Shank)
SA (1/4" Steel Shank) Carbide Rotary Files - Cylindrical Shape A - Aluminum Cut d1 d2 l2 l4 Shank Flute Shank 1-11 12-24 25-49 50-100 Metric Length Length 60010 * SA-14.1875 3/16" 4.763 1/4" 5/8" 1-3/8"
VISUAL RESOURCE EVALUATION PROPOSED ATTACHED WIRELESS TELECOMMUNICATIONS INSTALLATION
VISUAL RESOURCE EVALUATION PROPOSED ATTACHED WIRELESS TELECOMMUNICATIONS INSTALLATION 965 ANDERSON HILL ROAD RYE BROOK WESTCHESTER COUNTY NEW YORK Submitted by: 175 Calkins Road Rochester, NY 14623 Prepared
BACKGROUND INFORMATION
Build an Island INTRODUCTION For this assignment, you will be creating a topographic map and three-dimensional model of a fictional island that you have designed. You will start by exploring some basic
ROADWAY CROSS SECTIONS
LAKE ONTARIO U:\190335\Transportation\Design - Highway\Drawing\Plan Set\XSC\XSC_COVER.dgn 11:43:37 AM D. CLARK T. BRADLEY D. CLARK T. BRADLEY JOB MANAGER S. MILLER B. WALKER DESIGN DRAFTING S. MILLER CHECK
Valley Road Main Replacement
Bonding Provided Construction Co., Construction, Construction, 5% 5% 5% 5% 5% 5% 5% acknowledged 2 - Bidder Acknowledges Receipt of Addendums there was only 1 Affadivit of Preferential Bidders Status not
Clear Creek County Site Development
Clear Creek County Annex Community Development Clear Creek County Site Development The Clear Creek Board of County Commissioners has adopted design standards for the construction of driveways. These design
Technical Memorandum ECO-7
To: Woody Frossard, TRWD From: Bob Brashear, CDM This document is released for the purpose of interim review under the authority of Robert Brashear, P.E., TX license 80771 on 21-Mar-2005. It is not to
[LLNVW00000.L GN0000.LVEMF X. Notice of Intent to Prepare an Environmental Impact Statement for the Proposed
This document is scheduled to be published in the Federal Register on 03/04/2016 and available online at http://federalregister.gov/a/2016-04806, and on FDsys.gov 4310-HC DEPARTMENT OF THE INTERIOR Bureau
B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST
B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary
GCG ASSOCIATES, INC. February 8, Mr. Nathaniel Strosberg, Town Planner 101 Main Street Town of Ashland Ashland, MA 01721
GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887 Phone: (978) 657-9714 Fax: (978) 657-7915 February 8, 2016 Mr. Nathaniel Strosberg, Town Planner
Information for File # RMM
Information for File # 3-4-RMM Applicant:, L.P. Corps Contact: Ryan Malterud Address: 8 Fifth Street East, St. Paul, Minnesota 56 E-Mail: Ryan.M.Malterud@usace.army.mil Phone: (65) 9-586 Primary County:
CONTINUOUS COUNTERPOISE ON POLES
Project Procedure CONTINUOUS COUNTERPOISE ON POLES 07/25/2011 PAGE 1 OF 5 1.0 PURPOSE The purpose of this procedure is to provide guidance and direction for the installation of continuous counterpoise
Marine Corps Support Facility-Blount Island: Integrated Natural Resources Program Successes. E2S2 Conference May 12, 2011
Marine Corps Support Facility-Blount Island: Integrated Natural Resources Program Successes E2S2 Conference May 12, 2011 Shari Kennedy, MCSF-BI Robert Price, CH2M HILL Location Mission The mission of Marine
LONG ISLAND TIDAL WETLANDS TRENDS ANALYSIS PROJECT
LONG ISLAND TIDAL WETLANDS TRENDS ANALYSIS PROJECT a presentation to The LIS Tidal Wetlands Loss Workshop October 22, 2014 prepared by Cameron Engineering & Associates, LLP In association with Land Use
Lab #8: Topographic Map Lab
NAME: LAB TIME: TA NAME: Lab #8: Topographic Map Lab Topography is the shape of the land. Topographic maps are used to aid in the visualization of the shape of the land. Topographic maps include the accurate
Chicago Industrial Market Starts Strong Following Impressive 2017 Market Update & 2018 Forecast
2018 Starts Strong Following Impressive 2017 Market Update & 2018 Forecast Chicago is the second largest industrial market in the US Top 10 US industrial markets by inventory size Detroit San Francisco
CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS
CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------
Dredging, Beach Nourishment and. Bird Conservation Workshop Atlantic Coast Region
Dredging, Beach Nourishment and US Army Corps Bird Conservation Workshop Atlantic Coast Region Beach Nourishment and Bird Habitat Restoration in Southern New Jersey Shore Protection and Ecosystem Restoration
DEPARTMENT OF THE ARMY HUNTINGTON DISTRICT, CORPS OF ENGINEERS 502 EIGHTH STREET HUNTINGTON, WEST VIRGINIA
DEPARTMENT OF THE ARMY HUNTINGTON DISTRICT, CORPS OF ENGINEERS 02 EIGHTH STREET HUNTINGTON, WEST VIRGINIA 201-200 REPLY TO ATTENTION OF July, 201 Regulatory Division South/Transportation Branch LRH-200-00-MAU
Appendix F: Archaeology VEIRS MILL CORRIDOR MASTER PLAN PUBLIC HEARING DRAFT
Appendix F: Archaeology VEIRS MILL CORRIDOR MASTER PLAN PUBLIC HEARING DRAFT Appendix - Archaeology Summary In 1838, Samuel Clark Veirs constructed a mill on Rock Creek along the south side of the one-lane
Lab #4 Topographic Maps and Aerial Photographs
Lab #4 Topographic Maps and Aerial Photographs Purpose To familiarize you with using topographic maps. Visualizing the shape of landforms from topographic maps is an essential skill in geology. Proficiency
APPENDIX E VISUAL SIMULATIONS
APPENDIX E VISUAL SIMULATIONS VISUAL SIMULATIONS RAY MINE TAILINGS STORAGE FACILITY Prepared for: U.S. Army Corps of Engineers 3636 N Central Ave, Phoenix, Arizona 85012 Project Number: 203.51 Date: July
FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER O
FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW PROPOSED EXISTING STANDARD
LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)
MEMORANDUM MICHAEL B. FLETCHER, P.E. COUNTY ENGINEER 327 N. Ashley Street Valdosta, GA 31601 Telephone: (229) 671-2424 Fax: (229) 245-5299 mfletcher@lowndescounty.com LOWNDES COUNTY ENGINEERING PLAN REVIEW
CONCEPT REVIEW GUIDELINES
Department of Planning & Community Development @ Jefferson Station 1526 E. Forrest Avenue Suite 100 East Point, GA 30344 404.270.7212 (Phone) 404.765.2784 (Fax) www.eastpointcity.org CONCEPT REVIEW GUIDELINES
TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By:
CONSTRUCTION PLANS CITY OF NAPLES AUTHORITY (APF) NAPLES, COLLIER COUNTY, FLORIDA NAA BID NO. : TBD FAA AIP NO.: N/A FDOT FM NO.: N/A HANSON PROJ. NO. 15A0023 CITY OF NAPLES AUTHORITY BOARD OF COMMISSIONERS
Texas Department of Transportation Book 2 - Technical Provisions. IH 35E Managed Lanes Project. Attachment 4-4. Section 4(f) Mitigation Master Plan
Texas Department of Transportation Book 2 - Technical Provisions IH 35E Managed Lanes Project Attachment 4-4 Section 4(f) Mitigation Master Plan IH 35E Managed Lanes Project Book 2 - Technical Provisions
Application Submittal Checklist for a BASIC USE PERMIT (BUP) Planning & Development Department Planning Division
Application Submittal Checklist for a BASIC USE PERMIT (BUP) APPLICABILITY. This checklist should be used when submitting an application for a Basic Use Permit. When is a Basic Use Permit required? Section
EB 5/13! :01 PM- \\COMPOI\DWGs\2011\A EALAMEDA\ALA-ARCH\ALA-Al REV BUILDING 4.dwg
MARTIN LUTHER KING R BLVD ~- 8'-0'' DRIVEWAY 50'-0" DRIVEWAY 50'-0" DRIVEWAY 50'-0" DRIVEWAY ADDRESS: ' HIGH WROUGHT IRON FENCE WI [3) LAYERSOFCMU BASE WALL 405 ALAMEDA ST LOS ANGELES, CA PROECT NO : A--0
Northern Pass. Transmission Project: Visual Simulations. The THE NORTHERN PASS SM. MAY 2011_v2
The Northern Pass Transmission Project: Visual Simulations THE NORTHERN PASS SM Northern Pass PO Box 330 780 North Commercial Street Manchester, NH 03105-0330 800-286-7305 www.northernpass.us MAY 2011_v2
2012 STATUS REPORT NJ BEACHES AND INLETS PHILADELPHIA DISTRICT, USACE
2012 STATUS REPORT NJ BEACHES AND INLETS PHILADELPHIA DISTRICT, USACE Jeff Gebert, Coastal Planning, USACE Philadelphia Philadelphia District Established 1866 Delaware River Basin Parts of 5 states 9 million
HAMILTON TOWNSHIP Department of Planning and Zoning Application for a Commercial / Industrial Site Plan Review
HAMILTON TOWNSHIP Department of Planning and Zoning Application for a Commercial / Industrial Site Plan Review Date: Application is hereby made for a Site Plan Review for a commercial or industrial use.
HALIFAX COUNTY, NORTH CAROLINA
LITTLETON INDUSTRIAL BUILDING 213 US HIGHWAY 158 LITTLETON, NC NOW AVAILABLE FOR SALE OR LEASE HALIFAX COUNTY, NORTH CAROLINA Summary Information FORMER MANUFACTURING FACILITY 54,600 TOTAL SQUARE FEET
HARRISBURG MARKET H ARRISBURG, R R, NORTH CAROLINA. US Highway 49 & Roberta Road Harrisburg, North Carolina HARRISBURG MARKET HARRISBURG ELEMENTARY
H ARRISBURG, R R, NORTH CAROLINA A ain St. NC HIG HWAY 9 Church Rd. School Circle Rd. Hickory Ridge Rd. Roberta Rd. Extension MARKET HIGH SPEED RAIL R/W ELEMENTARY FA Proposed Railroad Bridge Crossing
FORM G-37. Name of Regulated Entity: Public Resources Advisory Group, Inc. Report Period: Second Quarter of 2018
Name of Regulated Entity: Public Resources Advisory Group, Inc. Report Period: Second Quarter of 2018 I. CONTRIBUTIONS made to officials of a municipal entity (list by state) Complete name, title (including
List of Allocation Recipients
List of Allocation Recipients CDFI Fund 601 Thirteenth Street, NW, Suite 200, South, Washington, DC 20005 (202) 622-8662 9 2010 New s Tax Credit Program: List of s Name of Advantage Capital Fund, AI Wainwright
APPLICATION FOR SITE PREPARATION PERMIT
Engineering Division 550 Landa Street New Braunfels, Texas 78130 (830) 221-4020 1. Subdivision/Plat Name: Location Description/ Nearest Intersection: Acreage: APPLICATION FOR SITE PREPARATION PERMIT No.
CITY OF MUSKEGO DRAFTING STANDARDS
CITY OF MUSKEGO DRAFTING STANDARDS GENERAL - These standards apply to all plans. 1. Plans must be prepared on sheets measuring 36 inch across and 22 inch to 24 inch high unless otherwise specified under
STANDARD BID ITEM NUMBERS
10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation
City of Massillon Site Plan Checklist
City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete
Plan Submittal and Review Checklist
Improving quality of life today creating a better tomorrow Plan Submittal and Review Checklist Version 1.2 September 4, 2017 Contents Overview... 2 Plan Submittal Checklist... 2 Plan Review Checklist -
SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT
SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT SINGLE-FAMILY SITE PLAN INFORMATION PACKET GENERAL INFORMATION This information packet explains how your application for a single-family site plan will
Town of Rotterdam Office of the Planning Commission
Town of Rotterdam Office of the Planning Commission SITE PLAN/SPECIAL USE PERMIT APPLICATION AND PROCEDURES Site Plan: Application $150 Final Site Plan $150 Application Fees Special Use Permit (IF REQUIRED):
Demolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway)
I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement and Rehabilitation Section Number 0303-474HB-R D-91-177-09 Contract 60F63 Cook County, Region One, District One City of Chicago Project
Permit Application. General Information
Town of Permit Application Application Date: / /20 Permit Type Requested: [ ] New Construction [ ] Expansion [ ] Accessory Building [ ] Reconstruction [ ] Earth Moving [ ] Dock/Deck [ ] Fence [ ] Foundation
LCRA TRANSMISSION SERVICES CORPORATION
UCRA ENEtGY WATER COMMUNfnf SEEVICES LCRA TRANSMISSION SERVICES CORPORATION April 28, 2016 «FirstName» «LastName» «Suffix» «SecondName» «Address1» «Address2» «Address3» «City», «State» «Zip» RE: Application
City of Regina Standard Construction Specifications SECTION LIST OF SEWER STANDARD DRAWINGS
City of Regina Standard Construction Specifications SECTION 14999 LIST OF SEWER STANDARD DRAWINGS S-1 No Drawing Feb/10 S-2 Precast Manhole 1050mm Dia. July/10 S-2B Precast Manhole 1200mm Dia. Jan/17 S-3
Photograph #2: 11/29/12 Area 1, view facing northeast.
Photograph #1: 11/29/12 Area 1,view facing southwest. Photograph #2: 11/29/12 Area 1, view facing northeast. 10404-03 Draft Final Supplemental Remedial Investigation #2 Page 1 of 25 June 2013 Photograph
Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:
CITY OF MANASSAS DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT SERVICES DIVISION 9027 Center Street Room 201 Manassas, Virginia, 20110 Phone: 703-257-8278 Fax: 703-257-5831 Application Date: APPLICANT
King Mill Lambert DRI# 2035 Henry County, Georgia
Transportation Analysis King Mill Lambert DRI# 2035 Henry County, Georgia Prepared for: The Alter Group, Ltd. Prepared by: Kimley-Horn and Associates, Inc. Norcross, GA Kimley-Horn and Associates, Inc.
RETURNABLE REUSABLE - RECYCLABLE
17th Annual Pesticide Stewardship Conference Customer Innovation & Industry Evolution of IBC s and Small Packaging Containers RETURNABLE REUSABLE - RECYCLABLE Evolution has brought forth many benefits
Locate Request Information
Locate Request Information NOTE: DO NOT USE any apostrophes ( )or quotation marks ( ) in Web Ticket Entry. Doing so may hamper the transmission of tickets to the utilities and locators. Limit per Ticket
Fair Game Review. Chapter 6. Identify the basic shapes in the figure
Name Date Chapter 6 Fair Game Review Identify the basic shapes in the figure. 1. 2. 3. 4. 5. Identify the basic shapes that make up the top of your teacher s desk. Big Ideas Math Green 127 Name Date Chapter
7000 Fifteen Mile Road Sterling Heights, Michigan
7000 Fifteen Mile Road Sterling Heights, Michigan Industrial Building With Excess Land and Rail Access As exclusive agents, we are pleased to offer the following property for lease: 128,648 Sq. Ft. Completely
TOWN OF NORTH BRANFORD
TOWN OF NORTH BRANFORD Town Hall 909 Foxon Road P.O. Box 287 North Branford, Connecticut 06471 Planning & Zoning (203) 484-6010 Building Department (203) 484-6008 Department Fax (203) 484-6018 INSTRUCTIONS
U.S Army Corps Of Engineers ENG 4345 Permit Application Video Script Feb- 10
U.S Army Corps Of Engineers ENG 4345 Permit Application Video Script - 03- Feb- 10 TRANSCRIPT Hi there, I'm Debra and welcome to the US Army Corps of Engineers permit application video. The purpose of
SECTION II PLAN FORMAT AND REQUIREMENTS WATER AND SEWER
SECTION II PLAN FORMAT AND REQUIREMENTS WATER AND SEWER SECTION II PLAN FORMAT AND REQUIREMENTS WATER AND SEWER The Developer's engineer shall prepare system improvement plans that are clear, concise,
Areas of Composite Figures 8.4. ACTIVITY: Estimating Area. How can you find the area of. a composite figure?
.4 Areas of Composite Figures a composite figure? How can you find the area of 1 ACTIVITY: Estimating Area Work with a partner. a. Choose a state. On grid paper, draw a larger outline of the state. b.
Map and Drawing Standards for the South Pacific Division Regulatory Program
Map and Drawing Standards for the South Pacific Division Regulatory Program Hollis Jencks Project Manager, Nevada/Utah Section Sacramento District Regulatory Program Workshop 31 May 2018 US Army Corps
MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY
MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION
C. A. D. STANDARDS. Projection. NAD 1983 Rhode Island State Plane US Feet. Scale 1 = 100. Layers. Appendix H - 1
C. A. D. STANDARDS The Authority requires that all CAD drawings be submitted in accordance to the following standards. Using these standards will allow the Authority to efficiently import and attribute
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for
Corps No. NWP Page 1 of 9
DR ALOCLEK AMBERWOOD DR AMBERBROOK DR NW CORNELL RD 194TH AVE 26 Hillsboro 30 84 THORNCROFT DR Portland 5 STUCKI AVE 205 Newberg ROCKSPRING LN 210TH LN SWIRE LN AMBER VIEW LN HODES DR 206TH AVE AMBERGLEN
Ecological Restoration Drafting & Design Guidelines
Ecological Restoration Drafting & Design Guidelines Version 2.0 July 2017 Philadelphia Water Ecological Restoration Drafting & Design Guidelines Table of Contents 1.0 INTRODUCTION...2 2.0 GENERAL PLAN
Transcontinental Gas Pipe Line Company, LLC. Response to Technical Deficiency Pennsylvania Department of Environmental Protection
Transcontinental Gas Pipe Line Company, LLC Pennsylvania Department of Environmental Protection October 2016 DEP File No. ESG03000150001 Cleveland, Franklin, Greenwood, Hemlock, Jackson, Montour, Mount
COMMISSIONERS MEETING JUNE 21, 2018
COMMISSIONERS MEETING JUNE 21, 2018 The Greene County Commissioners meeting was brought to order at 10:00 am by Chairman Blair Zimmerman in the first-floor meeting room of the County office building. Others
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.
Zoning District: R-1, R-2, and R-4 Applicant: Exeter Rose Farm, LLC, 953 Islington Street #23D Portsmouth, NH 03801
2220.00, Town Planner Town Planning Office, Town of Exeter 10 Front Street Exeter, NH 03833 Re: Exeter Rose Farm Subdivision Design Review Engineering Services Exeter, New Hampshire Site Information: Tax
TENANT REPRESENTATION
TENANT REPRESENTATION NORTHEAST REGION TENANT REPRESENTATION NORTHEAST REGION TENANT REPRESENTATION Tenant Size Type Territory Contact(s) 3,500-4,500 SF Power & Community Centers New York New Jersey Pennsylvania
Wind Power GeoPlanner. Land Mobile & Emergency Services Report
Prepared on Behalf of Wind LLC February 27, 2015 Wind LLC Table of Contents 1. Introduction - 1-2. Summary of Results - 2-3. Impact Assessment - 8-4. Recommendations - 8-5. Contact - 9 - Comsearch Proprietary
natural thin stone veneer
natural thin stone veneer PRODUCT CATALOG native natural cuts. Our expert craftsmen harvest and process stones from quarries, mountains, fields and woodlands throughout New England. We have everything
Minor Site Plan Application and Checklist Land Disturbing Activities
Minor Site Plan Application and Checklist Land Disturbing Activities INSTRUCTIONS: Please provide the requested information below. The Development Services Department reviews each site plan submittal based
SHEET NO. TOTAL SHEETS USER:jpeevy gplotborder-v8i-po.tbl ELECTRIC/TELECOMMUNICATIONS/CABLE TV MARKER TRAFFIC CONTROL ELECTRIC BOX
5/8/5 :53:4 M Jversion _44_.dgn ROJECT NUMBER gplotborder-v8i-o.tbl 68 UTILITY LINECODES UTILITY SYMBOLS EXISTING TO BE REMOVED ROOSED TYE OF UTILITY EXISTING ROOSED TEMORARY EXISTING ROOSED TEMORARY ELECTRIC
TABLE OF CONTENTS APPENDIX C
TABLE OF CONTENTS APPENDIX C SECTION C-1 DESIGN FEATURES... C-1 SECTION C-2 ENVIRONMENTAL Noise Abatement... C-2 Noise Abatement Decision Flow Process... C-2 Preliminary Plan Review... C-2 Draft EIS...
APPLICATION FOR PLANNED UNIT DEVELOPMENT (PUD) DEVELOPMENT PLAN
209 S. Main Street Marysville, Ohio 43040 Phone: (937) 645-7350 Fax: (937) 645-7351 www.marysvilleohio.org APPLICATION FOR PLANNED UNIT DEVELOPMENT (PUD) DEVELOPMENT PLAN *** IMPORTANT INFORMATION ~ Please
Abandoned Facility Management
Abandoned Facility Management 2014 AASHTO Subcommittee on Right of Way, Utilities and Outdoor Advertising Control Conference James H. Anspach, P.G. Cardno ASCE Definitions Abandoned facility shall mean
Industrial Chicago 93K w/26' Ceiling
PREPARED FOR: ComED Industrial Chicago 93K w/26' Ceiling 1/25/2012 PREPARED BY: Commonwealth Edison Co., 3 Lincoln Ctr 3rd Floor Oakbrook Terrace, IL 60181 Terrie Simmons 312-394-4321 (phone) 312-394-3110
JUNE 27, 2016 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD
JUNE 27, 2016 Addendum No. 1 Page 1 of 2 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD FAA AIP PROJECTS NO. 3-36-0114-XXX-16
ARTICLE 3: WATERSHED MANAGEMENT PERMIT REQUIREMENTS AND SUBMITTALS
ARTICLE 3: WATERSHED MANAGEMENT PERMIT REQUIREMENTS AND SUBMITTALS Introduction This section provides guidance on the submittal requirements for a development to obtain a Watershed Management Permit from
Town of Skowhegan Application For Development Review
Town of Skowhegan Application For Development Review Return to: Skowhegan Planning Office 225 Water St., Skowhegan, ME 04976 (207) 474-6904 skowcodesec@skowhegan.org To be filled in by Staff: Project Name: