Information for File # ARC

Similar documents
Information for File # JTF

Information for File # ARC

Information for File # ARC

Information for File # RMM

Information for File MMJ Main Stem Bassett Creek Restoration Project

Information for File # MMW

Information for File # MMJ; Methodist Hospital Flood Storage Mitigation and Wetland Enhancement Project

Information for File #MVP MVM

Information for File # SEK

Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline

Information for File # ARC

Information for File # MVP MMJ; Elim Care

UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN

MARBLE RIVER WIND POWER PROJECT Agricultural Protection Measures

FEDERAL ENERGY REGULATORY COMMISSION FIELD INSPECTION REPORT

SOIL EROSION AND SEDIMENT CONTROL

Methods, approaches, and procedures to minimize active agricultural land impacts during pipeline construction, surface restoration, and pipeline

Illinois Urban Manual

Piles, inverters, trenching, cabling, assembly.

City of Stoughton Erosion Control Permit Application (effective 2/6/2018)

RECOMMENDED BEST MANAGEMENT PRACTICES FOR RESTORATION OF WETLANDS AFTER TEMPORARY IMPACTS

/s/ Michael T. Loeffler. Michael T. Loeffler Senior Director, Certificates and External Affairs. Attachment. September 14, 2018.

Information for File #MVP DAS

Balancing Conservation and Development on the Jordan River

The Low Risk Site Handbook

Information for File # MHK

Plan of Development Mountain Valley Pipeline Project. APPENDIX M Winter Construction Plan

Information for File MVP MMJ; CSAH 10 Reconstruction (Waconia and Watertown Townships)

Wisconsin Contractors Institute Continuing Education

ENBRIDGE GAS DISTRIBUTION INC. Proposed Relocation for Ninth Line, Markham and Whitchurch-Stouffville. Environmental Screening Report

FEDERAL ENERGY REGULATORY COMMISSION WASHINGTON, D.C

Preventing Storm Water Pollution: What We Can Do

King and Queen County Department of Building & Zoning P.O. Box 177, King and Queen Courthouse, VA Phone: Fax:

Piles, Trenching, Inverters, Cables, Material Deliveries

Station Expansion Project

EROSION & SEDIMENT CONTROL

Soil Reclamation and Site Reinstatement

Low Flow Rates Low Filtration Sandy Soils Medium Flow Rates Medium Filtration Clayey Soils [1] High Flow Rates High Filtration Polluted Soils

Department of Agriculture. Conservation Service. United States. Natural Resources REVISED 8/26/16

Shelbyville, KY Stormwater Best Management Practices. Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

Urban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT

STREAM BANK STABILIZATION THORPS MORTIMER RECREATION AREA Grandfather Ranger District SITE LOCATION & DRAINAGE AREA

APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers

Tour of Nonpoint Source Pollution Reduction Projects in the Western Lake Superior Watershed

ATTACHMENT 2 DEVELOPER'S NAME: PRINTED COMPANY NAME THIS PLAN IS FOR TREE PROTECTION/ FOREST CONSERVATION PLAN PURPOSES ONLY

Stormwater Standards. Clackamas County Service District No. 1. Planting Guide for Buffers

Information for File # KDZ

Town of Essex Small Site Erosion Control Guide

Coffee Creek Park Development Low Impact Development (LID)

General Information. Site Conditions. 9b 9b. 9a 1b. Best Management Practices Illustration

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360) (360) (FAX)

Information for File # MVP MMJ

FEDERAL ENERGY REGULATORY COMMISSION FIELD INSPECTION REPORT

Soil Erosion & Sediment Control Plan Requirements for Submittal to the Cape Atlantic Conservation District

STREAM ALTERATION PRACTICES

SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

Decision Notice. Proposed Action

SILT FENCE MACHINE SLICED ERO-1A STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING.

NOTICE OF INTENT. Submitted To: Bremo Power Station 1038 Bremo Bluff Road Bremo Bluff, VA 23022

Drainage Analysis-Newgate/Phelps & Hatchett Hill Road Areas Rev. 0 Erosion & Sediment Control Measures

Site Formation Excavation - 6' depth square yard $8.00 $0.00 Grading square yard $1.50 $0.00 Hauling off-site - 6' depth square yard $10.00 $0.

ATTACHMENT 1 WILSON MINE LECROY AREA SEMIPERMANENT DEWATERING SYSTEM

East Coast Erosion Blankets

Appendix E Preliminary Design

Using the Updated RI Soil Erosion and Sediment Control Handbook. The Introductory Workshop for RIDEM/CRMC Staff January 23, 2015

Erosion Control for Home Builders in the. City of Jacksonville

Appendix N. Preliminary Design

REFERENCE DRAWINGS FOR 332 W. MAIN STREET ROCK HILL, SOUTH CAROLINA

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.

Stream Restoration: Working with Nature?

Stream Restoration: Working with Nature? Greg Jennings, PhD, PE

SECTION 6. Routine Maintenance Activity Details

Takings Permit Application

PROPOSED DRAINAGE PATTERNS

ARTICLE VI: SITE PLAN REVIEW

CHAPTER 102 REQUIREMENTS CRITCAL STAGES DURING CONSTRUCTION ACTIVITIES

GREEN SHEET ENVIRONMENTAL COMMITMENTS FOR THE IOWA HIGHWAY 100 EXTENSION

Alternative Names: Erosion Control Matting, Erosion Control Netting, Rolled Erosion Control Products (RECP)

Site Preparation. What to Look for in a Vegetation Implementation Plan. Plant Community Goals (restoration checklist) Plant Community Goals

BREWSTER SR173 PROPOSED: OKANOGAN RIVER PADDLERS CAMPGROUND WATERBODY: OKANOGAN RIVER NEAR: BREWSTER COUNTY: OKANOGAN STATE: WASHINGTON

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.

Checklists. Project Name: Location: File Number: Date of Submittal: Reviewer: Date: Applicant: Contact Name: Phone Number:

Old Mill Community Association Bioretention Facility

Nevada Contractors Field Guide for Construction Site Best Management Practices (BMPs)

Chesapeake Energy Center. Submitted To: Chesapeake Energy Center 2701 Vepco Street Chesapeake, VA 23323

Washtenaw County Conservation District 7203 Jackson Rd Ann Arbor MI Phone: (734) x 5 Fax: (734) Web:

Urban Planning and Land Use

Working Group Meeting

FOR PROJECTS INITIATED AFTER FEBRUARY 1, 2010 REVISION 1 ITEM 709 TRIANGULAR FILTER FABRIC FENCE

Caler Cove Lobster Company

Specification and Construction Plans For: South Bethany Landscaping Improvement Plan Contract Number T


Additional personnel accompanying me on the site inspection today included Paula Fitzgerald (Biosar) and Ryan Molsee (Enel).

Sample Engineering Proposal, USGS Style (O Bryan)

Tentatively Selected Plan within Harlem River, East River and Western Long Island Sound Planning Region. First Level Costs. Federal Non-Federal Total

Structural Storm Water Best Management Practices (BMPs)

Guidelines for Streambank Protection

M-231 and Water Quality. Ottawa County Water Quality Forum November 21, 2016 James Fortney, MDOT

Monica Smith, PE President Robinson Engineering Company

City of Shady Cove Riparian Ordinance Ordinance XXX

Transcription:

Information for File # 2015-02781-ARC Applicant Corps Contact Enbridge Energy, Limited Partnership Andrew R Chambers Address 600 South Lake Avenue, Suite 211, Duluth, MN 55802 E-Mail Andrew.R.Chambers@usace.army.mil Phone 218-720-5291 Primary Section 6 Range 49N 18W Information Complete On August 6, 2015 Posting Expires On September 18, 2015 Authorization Type LOP-10-FDL This application is being reviewed in accordance with current practices for documenting Corps jurisdiction under Section(s) 9 & 10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act. We have made a preliminary determination that the aquatic resources that would be impacted by the proposed project are subject to Corps of Engineers jurisdiction under Section(s) 9 & 10 of the Rivers and Harbors Act of 1899 and/or Section 404 of the Clean Water Act. If an approved jurisdictional determination is completed as part of the review process for this application, a copy will be posted on the St. Paul District web page at the following link: http://www.mvp.usace.army.mil/missions/regulatory.aspx. Project: Enbridge Energy Limited Partnership (Enbridge) is proposing to perform pipeline maintenance within the exterior boundaries of the du Lac Band of Lake Superior Chippewa located on at Milepost 1062.50. This work is needed to conduct a hydrostatic test to confirm a threshold measurement for the safe operation of. PROJECT DESCRIPTION AND PURPOSE: Access to the repair location would be from the Road 535 directly to the Enbridge right-of-way (ROW) and the project location. Timber mats would be used as necessary to prevent rutting, compaction and mixing of soil layers. The area around the pipeline would be excavated, visually and physically inspected and repaired as needed. The area excavated will be approximately 30 feet wide, 40 feet long and 8 feet deep. Use of a back hoe or similar excavator and trucks for transportation would be required. Temporary rock fill may be placed in the bottom of the excavation site to create a safe and dry work surface. A physical barrier, geotextile fabric, would be placed below the rock to 1

keep it separate from the native soils. This temporary fill would be removed prior to site restoration which will commence immediately after completion of the repair work. The trench would be backfilled using excavated native soils. Work is not anticipated to extend into Stoney Brook, located adjacent to the west side of Road 535. Dewatering activities using pumps may be necessary. Discharges will be directed through a filtration sediment bag placed inside a double geotextile lined straw bale structure and located in a well-vegetated upland, if possible. NAME, AREA AND TYPES OF WATERS (INCLUDING WETLANDS) SUBJECT TO LOSS: The project would result in temporary disturbance of 31,200 square feet (0.72 acres) of alder thicket/shrub-carr and wet meadow wetlands directly abutting Stony Brook. The work for this project would include the construction of a 16-foot-wide access route through wetlands, accounting for 30,000 square feet of wetland impacts. The work for this project would also include excavation and temporary stockpiling of excavated material from a 30-foot-wide by 40- foot-long by 8-foot-deep inspection and maintenance area, accounting for 1,200 square feet of wetland impacts. Temporary timber mats would be used where necessary to ensure rutting or mixing of wetland soils does not occur. All affected areas, including the approach to the work site, will be restored, seeded, and mulched as necessary to restore the site to pre-construction conditions. ALTERNATIVES CONSIDERED: The no hydrostatic testing alternative was abandoned due to the need to promote safe operations and reliable delivery of energy to customers. The maintenance project would be conducted on an existing pipeline structure, no off-site alternatives exist. COMPENSATORY MITIGATION: As no permanent wetland impacts would result from the project, the applicant has proposed that no required compensatory mitigation be required. Drawings See attached. 2

Arrowhead T50N, R19W S36 Saint Louis Tribe S31 Stoney Brook du Lac S32 du Lac Tribe North 2 Lac S5 S8 National Wetlands Inventory Emergent Forested Scrub-Shrub Unconsolidated Bottom Ownership 1 Inch = 2,000 Federal State s 0 2,000 4,000 MAINTENANCE LOCATION 3 8 7 Barr Footer: ArcGIS 10.3, 2015-07-20 11:01 File: I:\Client\Enbridge_Energy\Work_Orders\Mainline_Permitting\49161296\Maps\Reports\Line_2_Hydrotests\060515\Features_1842_through_1845_Special\MP_1062_50_NWI.mxd User: mak3

Arrowhead T50N, R19W S36 Saint Louis S31 Stoney Brook S32 S5 North 0 2,000 4,000 2 S8 1 Inch = 2,000 MAINTENANCE LOCATION 3 8 7 Barr Footer: ArcGIS 10.3, 2015-07-20 10:57 File: I:\Client\Enbridge_Energy\Work_Orders\Mainline_Permitting\49161296\Maps\Reports\Line_2_Hydrotests\060515\Features_1842_through_1845_Special\MP_1062_50_Topo.mxd User: mak3

North Access Route Access Route 2 0 1,000 2,000 1 Inch = 1,000 ACCESS ROUTE Barr Footer: ArcGIS 10.3, 2015-07-20 10:47 File: I:\Client\Enbridge_Energy\Work_Orders\Mainline_Permitting\49161296\Maps\Reports\Line_2_Hydrotests\060515\Features_1842_through_1845_Special\Hydrotest_Features_1842_through_1845_MP1062_5_AccessREV.mxd User: mak3