JAP Additional Information Sheet

Size: px
Start display at page:

Download "JAP Additional Information Sheet"

Transcription

1 JAP Additional Information Sheet Block 15: Purpose and Need The USACE purpose of the project is to provide a safe and reliable whitewater park for the recreational public in a city park, which will provide economic development opportunities within the city limits. Block 16: Detailed Description of Each Activity Within Overall Project The Project consists of modifications in and along the Boise River occurring along an approximately mile stretch extending from the pedestrian bridge, just downstream of the existing Thurman Mill Diversion, to the northwestern end of Veteran s Pond. The project is divided into three reaches, with Reach 1 extending from the pedestrian bridge to the existing Farmer s Union Ditch Company (FUDC) pushup berm diversion and canal intake. Reach 2 extends from the end of reach 1 to approximately 300 feet downstream of proposed drop structure 3. Reach 3 extends from the end of Reach 2 to the northwestern end of Veteran s Pond. The project measures for each reached are described in detail below. Reach 1 Side Channel / Islands: To add channel complexity and minimize impact to forested wetland, an approximately 600-foot-long side channel would be excavated with 2 islands separating it from the main channel. The new side channel would be excavated in the upland between the existing ESP parking lot and the Boise River. The riverbanks along this section are currently comprised of miscellaneous fill and are steep. Select areas along the existing bank that are forested wetland and contain large cottonwood trees would be maintained in place to create two island barriers. The islands would be stabilized and protected by installing rock armoring and woody debris. At the north end of the northern island a low-profile flow deflector would be constructed to direct flows away from the right bank and to the wave feature of drop structure 1. The new side channel would be lined with 4-inch minus river gravels and cobbles that would extend up the bank to the normal average spring runoff flow. This channel would have an approximately 2-foot water depth through the summertime when river flows typically range between 800 and 1,200 cfs. Riparian vegetation would be planted along the new shoreline in the southern and northern lengths. Remove Concrete Abutment: The old concrete abutment from the collapsed FUDC diversion and bridge structure on the left bank would be removed and the shoreline graded to match the upstream and downstream bank slopes. Reach 2 Drop Structure 1: The FUDC irrigation diversion (push-up berm) would be replaced with an adjustable crest gate structure (drop structure 1). Drop structure 1 consists of an Obermeyer spillway section, wave feature structure, fixed crest grouted rock riprap, fish ladder and a sluice channel. A sheetpile wall would be installed below the structure and would tie into each bank. The sheetpile wall would provide structural stability to the bank. The wave feature structure would house additional Obermeyer gates that can be adjusted to create a wave suited to public recreationists. The fixed crest grouted riprap section and sluice channel would be constructed between the wave feature and the right riverbank and designed to be aesthetically pleasing. A fish ladder would be constructed adjoining the left structure abutment to provide fish passage and would

2 be designed to incorporate fish passage for native fish species including bottom dwelling and weaker swimming species. The design would provide a more dependable and safe option to ensure irrigation delivery for the FUDC diversion and allow for fish passage and recreation opportunities for expert level users. The adjustable spillway crest gates would have the ability to lower and be flush with the streambed, providing better conveyance during high flow stages to more efficiently pass water, sediment, and debris. Pools would be excavated both upstream and downstream of the structure with associated armoring. Drop Structures 2 and 3: Two drop structures (drop structures 2 and 3) would be constructed downstream of drop structure 1. Drop structures 2 and 3 would consist of fixed crest classic U-drop structures. These structures would be designed to provide intermediate and beginner level recreation opportunities. Drop structures 2 and 3 would be approximately 20 feet wide and extend across the main river channel. Both structures would be constructed of boulders with all joints grouted to provide a stable structural section. Alternatively, these structures could be constructed with reinforced concrete with a rock pattern stamped on the concrete apron for aesthetics. A sheetpile wall would be installed below the structure and would tie into each bank. The sheetpile wall would provide structural stability to the banks. Pools would be excavated both upstream and downstream of each structure with associated armoring. Existing Side Channel: A side channel exists along the left bank that extends from the left bank at the existing push-up berm to approximately just upstream from proposed drop structure 3. This channel sees a low base flow throughout the year, but starts to become submerged as the river flows increase above 1,000 cfs. In order to maintain this side channel function, a gate structure and pipe would be installed west of the proposed new fish ladder at drop structure 1. The pipe would be routed to discharge at the upstream end of the side channel, maintaining flow to the channel. The design would allow more frequent sustained flow into the side channel than the current condition provides. A depression would be provided in drop structure 2 to allow flow to pass in the channel over this structure. This channel could flow year round and during high flow events the channel would become submerged as it does under existing conditions. Access Ramp 1: An access ramp would be constructed along the right bank downstream from drop structure 3. The ramp would consist of an approximately 30-foot-wide section with sloped stone steps to the river and provide safe and stabilized access for recreationists. Armoring would be required along the banks upstream and downstream of the ramp. Boulder Terrace: The steep and highly eroded right bank between proposed drop structures 1 and 3 would be stabilized by excavating the miscellaneous fill materials and stepping the banks at a more appropriate gradient. Boulders would be placed and secured in a tiered manner along the stepped bank. The boulders would be placed in steps with all joints fully grouted to provide a unified, stable structural section. Where required, steps would be attached to the back side of the boulders and embedded in the bank to provide additional pullout resistance. Select areas between boulders would be filled with soil and planted with trees and shrubs. Under the boulder terrace a sheetpile wall would be installed to provide additional stability along this section. The boulder terrace is designed to be a spillway section to accommodate flows entering back into the river at this point. At flows above 7,000 cfs floodwaters expand on the BPR managed lands and enter back into the river along the boulder terrace stretch. The boulder terrace provides erosion protection at

3 Reach 3 this bend in the river, a stabilized spillway section for flows entering back into the river during flood stage (flows over 7,000 cfs), and an area for the public to sit and overlook this section of the river. Access Ramp 2: An approximately 130-foot length along the right bank of the river at the northern project extents consists of a non-vegetated sandy shoreline. A stone access ramp with stone revetment walls would be installed along this stretch to provide safe and stabilized access for recreationists. The ramp would be 12 feet wide at the top of the bank and widen to 40 feet wide at the bottom. Access Ramp 3: A stone access ramp would be installed in Veteran s Pond adjoining Access Ramp 2 from the Boise River. The ramp would be constructed as described for Access Ramp 2 above. Bridge Replacements: Two bridges adjoining Veteran s Park would be replaced to accommodate a new alignment of the Greenbelt path. One of the bridges crosses the Veteran s Pond outlet channel (Bridge 2) and the other the Farmer s Union Canal ditch return to the Boise River (Bridge 1). The two existing bridges would be realigned and/or widened to meet the BPR design standards. New spread footings and abutments would be constructed for the bridge replacements. Construction Sequencing Construction would take place over an approximate 9-month span starting in August of 2018 and completing in May of The proposed construction sequence for the J.A. and Kathryn Albertson Family Foundation is as follows: August 2018 Construction Mobilization. Greenbelt Traffic Closure. Install Temporary Erosion Control BMPs. Rerouted Greenbelt Alignment Around Veteran s Pond. Vegetation Clearing (Upland). Excavation of Banks in Reaches 1 and 2. Remove and Reconstruct Bridges 1, 2 and 3 (Dewater as Needed). Construct Control Building and Utilities for Drop Structure 1. September 2018 Excavate Side Channel in Reach 1. Native Riparian Vegetation Planting. Begin Construction on New Greenbelt Alignment. Install Cofferdam and Divert Boise River Flows to FUDC Irrigation Canal. Perform Fish Salvage in Dewatered Portions of the Boise River. October 2018 Construct Habitat Islands and Complete Side Channel in Reach 1.

4 Begin Construction of Drop Structures 1, 2, and 3 and Boulder Terrace. November 2018 Finish Drop Structures 2 and 3. Finish Control Building and Utilities for Drop Structure 1. January 2019 Construction of Access Ramps 1-3. February 2019 Finish Construction of Ramps 1-4. Finish Drop Structure 1 and Boulder Terrace. Remove Cofferdam and Direct Flow Back to the Boise River. Convert Existing Greenbelt Path into Pedestrian Path March 2019 Finish Conversion of Greenbelt Path to Pedestrian Path April 2019 Finish Construction of New Greenbelt Alignment Select Riparian Planting. Upland Landscaping and Irrigation. Install Fencing and Signage. May 2019 Complete Landscaping and Irrigation System. Remove BMPs. Open the Greenbelt. Construction Complete. Note: This estimated construction schedule is subject to change pending final design.

5 Block 19, 20, 27 and 28: Type and Quantity of Materials to be Discharged Below the OHWM or Wetlands and Associated Type and Quantity of Feature Side Channel / Islands Remove Concrete Abutment Table 1. s and Excavation/Fill Activities within Wetlands Wetland Excavation Area(SF) (CY) Permanent s Fill (CY) Forested 3, " Riprap Scrub-Shrub Drop Structure 1 Forested 1, " Riprap Drop Structure 2 Forested 2, " Riprap Boulder Terrace Forested 1,884 1, Fill Type* Native material excavated from channel bottom 60" Riprap (410 CY) 27" Riprap (202 CY) Drop Structure 3 Forested " (101 CY) Access Ramp 1 Forested Access Ramp 3 Forested Bridge 1 Forested " Riprap (12 CY) 1 1/2" minus crushed rock (6 CY) 36" Riprap (35 CY) 1 1/2" minus crushed rock (10 CY) Concrete (20 CY) Native material (12 CY) Bridge 2 Forested Concrete (20 CY) Native material (12 CY) Total Permanent Forested / Scrub-Shrub 11,409 3,028 1,981 - Temporary s Portadam 1 Scrub-Shrub Portadam 2 Scrub-Shrub Total Temporary *Riprap will be D50 Scrub-Shrub

6 Table 2. s and Excavation Fill Activities within the OHWM Feature Side Channel / Islands Water Area (SF) Linear Feet Excav. (CY) Permanent s Fill (CY) Boise River 9, " Riprap Flow Deflector Boise River 1, " Riprap Fill Type* Drop Structure 1 & 2 and Armoring Boise River 32, ,342 5,473 Drop 1 - Concrete (837 CY); 1 1/2" minus crushed rock (268 CY) Armoring - 60" Riprap (2,343 CY) Armoring - 36" Riprap (1710 CY) Drop 2 - Riprap (285 CY); 1 1/2" minus crushed rock (30 CY) Drop Structure 3 Boise River 7, ,304 1, " Riprap (733 CY) Riprap (356 CY) 1 1/2" minus crushed rock (37 CY) Access Ramp 1 Boise River 1, Access Ramp 2 Boise River 2, Access Ramp 3 Minor Channel Contouring Total Permanent Veteran's Pond 1, Boise River 48, , Boise River/ Veteran's Pond *Riprap will be D50 Excav. = Excavation 36" Riprap (35 CY) 1 1/2" minus crushed rock (10 CY) 36" Riprap (28 CY) 36" Riprap (28 CY) 104,602 1,575 10,910 7,093 -

J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Ph II User Group Meeting 01/23/2018 Presented by: John Tensen P.E.

J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Ph II User Group Meeting 01/23/2018 Presented by: John Tensen P.E. J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Ph II User Group Meeting 01/23/2018 Presented by: John Tensen P.E., Project Manager Kelly Burrows, Development Coordinator Morton McMillen,

More information

(Revised February,2005) CULVERTS, BRIDGES, AND FORDS

(Revised February,2005) CULVERTS, BRIDGES, AND FORDS GUIDE TO STREAM CROSSINGS (Revised February,2005) CULVERTS, BRIDGES, AND FORDS Culverts, bridges, and fords are all methods used to cross-streams. Culverts are the most common stream crossing structure.

More information

Boise Whitewater Park Ph II

Boise Whitewater Park Ph II Boise Whitewater Park Ph II Public Information Meeting 11/2/2016 Presented by: John Tensen P.E., City Engineer Morton McMillen, P.E., McMillen Jacobs Scott Shipley, P.E., S2O Design Walker Christensen-

More information

J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Phase II Final Environmental Review Figure 5. Temporary Construction Measures McMil

J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Phase II Final Environmental Review Figure 5. Temporary Construction Measures McMil J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Phase II Final Environmental Review Figure 5. emporary Construction Measures McMillen Jacobs Associates 10 November 22, 2017 LOCAION MAP

More information

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam.

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam. Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category

More information

Components of a Barrage

Components of a Barrage Components of a Barrage Definition The only difference between a weir and a barrage is of gates, that is the flow in barrage is regulated by gates and that in weirs, by its crest height. Barrages are costlier

More information

Information for File # SEW

Information for File # SEW Information for File #2014-02744-SEW Applicant: Minnesota Department of Transportation (MnDOT), District 3; c/o Mr. Robert Nibbe Corps Contact: Sarah Wingert, U.S. Army Corps of Engineers, 180 5 th Street

More information

STRUCTURAL STABILITY ASSESSMENT

STRUCTURAL STABILITY ASSESSMENT STRUCTURAL STABILITY ASSESSMENT CFR 257.73(d) Fly Ash Reservoir II Cardinal Plant Brilliant, Ohio October, 2016 Prepared for: Cardinal Operating Company Cardinal Plant Brilliant, Ohio Prepared by: Geotechnical

More information

RLRC COMMUNITIES EAST GRAND FORKS AREA CHARACTER THE RED LAKE RIVER & THE RED RIVER OF THE NORTH CONFLUENCE EAGLE POINT BOAT LAUNCH DESIGN

RLRC COMMUNITIES EAST GRAND FORKS AREA CHARACTER THE RED LAKE RIVER & THE RED RIVER OF THE NORTH CONFLUENCE EAGLE POINT BOAT LAUNCH DESIGN AREA CHARACTER THE RED LAKE RIVER & THE RED RIVER OF THE NORTH CONFLUENCE EAGLE POINT BOAT LAUNCH DESIGN DESIGN DETAILS 135 AREA CHARACTER East Grand Forks a city of 7,501 people is located across the

More information

As temporary grade control facilities along waterways until final stabilization is established.

As temporary grade control facilities along waterways until final stabilization is established. Check Dams (CD) EC-12 Description Check dams are temporary grade control structures placed in drainage channels to limit the erosivity of stormwater by reducing flow velocity. Check dams are typically

More information

Culvert Design for Low and High Gradient Streams in the Midwest. Dale Higgins, Hydrologist Chequamegon-Nicolet National Forest

Culvert Design for Low and High Gradient Streams in the Midwest. Dale Higgins, Hydrologist Chequamegon-Nicolet National Forest Culvert Design for Low and High Gradient Streams in the Midwest Dale Higgins, Hydrologist Chequamegon-Nicolet National Forest Overview Culvert Design Considerations Hydraulic Terms Culvert Impacts Low

More information

Mid-Columbia Fisheries Enhancement Group Annual Report Fiscal Year 06: July 1, 2005 June 30, 2006

Mid-Columbia Fisheries Enhancement Group Annual Report Fiscal Year 06: July 1, 2005 June 30, 2006 Mid-Columbia Fisheries Enhancement Group Annual Report Fiscal Year 06: July 1, 2005 June 30, 2006 Mission Statement The mission of the Mid-Columbia Fisheries Enhancement Group is to restore self-sustaining

More information

Stevens Creek Corridor

Stevens Creek Corridor O F F I C E O F T H E D I R E C T O R O F P U B L I C W O R K S Stevens Creek Corridor Creek Restoration Project Volume Three Project Update: Creek Photos, Before & After BY GAIL SEEDS - PROJECT MANAGER,

More information

Annex E Bridge Pier Protection Plan

Annex E Bridge Pier Protection Plan Annex E Bridge Pier Protection Plan Table E1 Bridge Types and Locations Table E2 Flow Conditions For River Sections Figure E1 Bridge Abutment Protection Figure E2 Bridge Pier Protection Figure E3 Central

More information

FINAL REPORT. Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County. Submitted By:

FINAL REPORT. Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County. Submitted By: FINAL REPORT Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County Submitted By: Del Norte County Community Development Department Yonkers Creek Migration Barrier Removal Project

More information

Building Coastal Resiliency at Plymouth Long Beach

Building Coastal Resiliency at Plymouth Long Beach Building Coastal Resiliency at Plymouth Long Beach Department of Marine and Environmental Affairs March 30, 2017 Introducing Green Infrastructure for Coastal Resiliency Plymouth Long Beach & Warren s Cove

More information

APPENDIX C VEGETATED EMERGENCY SPILLWAY. VERSION 1.0 March 1, 2011

APPENDIX C VEGETATED EMERGENCY SPILLWAY. VERSION 1.0 March 1, 2011 APPENDIX C VEGETATED EMERGENCY SPILLWAY VERSION 1.0 March 1, 2011 [NOTE: Could use a better photo more clearly showing the emergency spillway in the context of the dam.] SECTION C-1: DESCRIPTION OF PRACTICE

More information

Massachusetts Stream Crossing Case Studies

Massachusetts Stream Crossing Case Studies Massachusetts Stream Crossing Case Studies Amy Singler Associate Director, River Restoration Program Carrie Banks River Continuity Coordinator Case Studies: Public Benefits: Movement of goods and people

More information

Estuarine Shoreline Stabilization

Estuarine Shoreline Stabilization Estuarine Shoreline Stabilization Property Owner s Guide to Determining the Most Appropriate Stabilization Method Estuarine shorelines are dynamic features that experience continued erosion. Land is lost

More information

Earthen Embankments. turning into larger, more costly repairs. The following. The State Dam Safety Program has inspection

Earthen Embankments. turning into larger, more costly repairs. The following. The State Dam Safety Program has inspection TOPIC: COMMON PROBLEMS FOR SMALL DAMS WITH CONCRETE CHANNEL SPILLWAYS The State Dam Safety Program has inspection requirements for state regulated dams. A dam, like any man-made structure, will change

More information

TECHNICAL MEMORANDUM 002 EMORANNO. 001

TECHNICAL MEMORANDUM 002 EMORANNO. 001 TECHNICAL MEMORANDUM 002 EMORANNO. 001 To: Jack Synder, P.E. EES Consulting From: Mort McMillen, P.E. Paul Larson, SE Date: October 13, 2010 Project: Cc: Taylor Bowen Subject: Technical Memorandum (TM)

More information

Conceptual Design Report for the Fabri Dam Modifications Project

Conceptual Design Report for the Fabri Dam Modifications Project Conceptual Design Report for the Fabri Dam Modifications Project Flint, Michigan Prepared For: City of Flint P.O. Box 99 Flint, MI 48501-0099 Flint River Watershed Coalition 432 N. Saginaw St. Suite 1001

More information

APPENDIX J HYDROLOGY AND WATER QUALITY

APPENDIX J HYDROLOGY AND WATER QUALITY APPENDIX J HYDROLOGY AND WATER QUALITY J-1 Technical Report on Airport Drainage, Northern Sector Airport and Ordinance Creek Watershed / Preliminary Creek Constructed Natural Channel Culvert J-2 Preliminary

More information

Chadbourne Dam Repair and Fish Barrier

Chadbourne Dam Repair and Fish Barrier Chadbourne Dam Repair and Fish Barrier Final Report for the Western Native Trout Initiative Prepared by: Carol Endicott Yellowstone Cutthroat Trout Conservation Biologist Montana Fish, Wildlife & Parks

More information

VIMS CCRM Coastal Management Decision Tools. Decision Tree for Undefended Shorelines and Those with Failed Structures

VIMS CCRM Coastal Management Decision Tools. Decision Tree for Undefended Shorelines and Those with Failed Structures VIMS CCRM Coastal Management Decision Tools Decision Tree for Undefended Shorelines and Those with Failed Structures Center for Coastal Resources Management Virginia Institute of Marine Science Gloucester

More information

VWP CONSTRUCTION INSPECTION REPORT. Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM

VWP CONSTRUCTION INSPECTION REPORT. Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM VWP CONSTRUCTION INSPECTION REPORT Inspection Date: August 22, 2016 VWP Permit No. 15-1268 SPGP RO Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM Impacts: PFO PEM PSS POW

More information

PREPARE TO LAUNCH! DESIRED LAUNCH CHARACTERISTICS Updated April User Accessibility. Site Location Appropriateness

PREPARE TO LAUNCH! DESIRED LAUNCH CHARACTERISTICS Updated April User Accessibility. Site Location Appropriateness DESIRED LAUNCH CHARACTERISTICS Updated April 2018 User Accessibility Site Location Appropriateness Cost Considerations / Trade-offs Environmentallyfriendly There are four primary questions to answer in

More information

FISH PASSAGE ALTERNATIVES ANALYSIS ON PENNYPACK CREEK AT VERREE ROAD DAM AND ROOSEVELT BOULEVARD DAM PHILADELPHIA, PENNSYLVANIA

FISH PASSAGE ALTERNATIVES ANALYSIS ON PENNYPACK CREEK AT VERREE ROAD DAM AND ROOSEVELT BOULEVARD DAM PHILADELPHIA, PENNSYLVANIA FISH PASSAGE ALTERNATIVES ANALYSIS ON PENNYPACK CREEK AT VERREE ROAD DAM AND ROOSEVELT BOULEVARD DAM PHILADELPHIA, PENNSYLVANIA Prepared for: One Parkway, 10 th Floor 1515 Arch Street Philadelphia, PA

More information

Blakely Island, N Thatcher Bay. Restoration Recommendation: Rank Score (total score)

Blakely Island, N Thatcher Bay. Restoration Recommendation: Rank Score (total score) Soft Shore Protection/Structure Removal Blueprint for San Juan County Forage Fish Beaches Appendix 2: Recommendations for sites scoring below the top ten, sorted by island (east to west) Blakely Island,

More information

Chapter 11. Culverts and Bridges Design Checklist for Culvert Design

Chapter 11. Culverts and Bridges Design Checklist for Culvert Design Yes No N/A Design Requirements I. GENERAL DESIGN GUIDELINES Chapter 11. Culverts and Bridges A. Culvert design is in accordance with the Culverts chapter of Volume 2 of the UDFCD Manual for additional

More information

Big Spring Creek Habitat Enhancement and Fishery Management Plans

Big Spring Creek Habitat Enhancement and Fishery Management Plans Big Spring Creek Habitat Enhancement and Fishery Management Plans November 5, 2012 Big Spring Events and Activities Center Newville, PA Charlie McGarrell Regional Habitat Biologist Pennsylvania Fish and

More information

APPENDIX A STRUCTURE DESCRIPTIONS AND RATING CURVES

APPENDIX A STRUCTURE DESCRIPTIONS AND RATING CURVES 3 4 5 6 7 8 9 0 3 APPENDIX A STRUCTURE DESCRIPTIONS AND RATING CURVES Kissimmee River Vol December 005 Version Draft 4 3 4 5 6 7 8 9 0 3 4 5 6 7 8 9 0 3 4 5 6 7 8 9 30 3 3 33 34 35 36 37 38 39 40 4 4 43

More information

CFH Boise City Parks and Recreation

CFH Boise City Parks and Recreation CFH13-00029 Boise City Parks and Recreation Summary The Parks and Recreation Department requests approval of a Boise River System Permit for the repair of ±200 feet of river bank generally located at 5845

More information

Design Criteria. Design Criteria

Design Criteria. Design Criteria F Design Criteria Design Criteria Ministry of Transportation Ministère des Transports DESIGN CRITERIA Page: 1 of 13 WORK PROJECT NO. N/A GO Bloomington Station TYPE OF PROJECT LOCATION Bloomington Road

More information

Cross-Vane Plan View FIN-UP Habitat Consultants, Inc. 220 Illinois Avenue Manitou Springs, CO (719) P.

Cross-Vane Plan View FIN-UP Habitat Consultants, Inc. 220 Illinois Avenue Manitou Springs, CO (719) P. STREAM CHANNEL STRUCTURE DRAWINGS ISIONS W (Channel Width) (Varies) Thalweg & Flow Direction Individually Placed Footer Rocks 5' to 6' by 2' thick (Min. 2 rows of footer rocks placed tightly together with

More information

Creation of Fish and Wildlife Habitat on the Closed Salmon Harbour Mine in Minto, NB

Creation of Fish and Wildlife Habitat on the Closed Salmon Harbour Mine in Minto, NB Creation of Fish and Wildlife Habitat on the Closed Salmon Harbour Mine in Minto, NB M. Coleman 1, R. Rutherford 2, RA Currie 3 1 NB Power 2 Thaumas Environmental Consultants Ltd 3 RA Currie Ltd. Location

More information

Aquatic Organism Passage at Road-Stream Crossings CHUCK KEEPORTS FOREST HYDROLOGIST ALLEGHENY NATIONAL FOREST WARREN, PENNSYLVANIA

Aquatic Organism Passage at Road-Stream Crossings CHUCK KEEPORTS FOREST HYDROLOGIST ALLEGHENY NATIONAL FOREST WARREN, PENNSYLVANIA Aquatic Organism Passage at Road-Stream Crossings CHUCK KEEPORTS FOREST HYDROLOGIST ALLEGHENY NATIONAL FOREST WARREN, PENNSYLVANIA TOPICS COVERED Aquatic Organism Passage (AOP) Benefits of AOP Crossings

More information

CONCEPTUAL PLANNING REPORT CONCEPTUAL MASTER PLAN WHITEWATER COURSE BARREN RIVER BOWLING GREEN, KENTUCKY

CONCEPTUAL PLANNING REPORT CONCEPTUAL MASTER PLAN WHITEWATER COURSE BARREN RIVER BOWLING GREEN, KENTUCKY CONCEPTUAL PLANNING REPORT CONCEPTUAL MASTER PLAN WHITEWATER COURSE BARREN RIVER BOWLING GREEN, KENTUCKY PREPARED BY: RECREATION ENGINEERING AND PLANNING 485 ARAPAHOE AVE. BOULDER, CO 80302 303-545-5883

More information

INFILTRATION PRACTICE MAINTENANCE INSPECTION FORM

INFILTRATION PRACTICE MAINTENANCE INSPECTION FORM Facility Number: Date: Time: Subdivision Name: Watershed: Weather: Inspector(s): Date of Last Rainfall: Amount: Inches Streets: Mapbook Location: GPS Coordinates: Property Classification: Residential 9

More information

Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1]

Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] Check Dams DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1] Though not generally considered

More information

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999 Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999,1'(; A ACCELERATION Data on acceleration from stop D-29 Effects of grade D-35 Intersections D-97, D-99 Lanes D-97, F-5, F-7, F-15, F-21,

More information

Rock Ramp Design Guidelines. David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E.

Rock Ramp Design Guidelines. David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E. Rock Ramp Design Guidelines David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E. Rock Ramp Design Guidelines OUTLINE Local and System Interactions with Rock Ramps Ramp Geometry

More information

RULES OF THE OIL AND GAS PROGRAM DIVISION OF WATER RESOURCES CHAPTER DRILLING WELLS TABLE OF CONTENTS

RULES OF THE OIL AND GAS PROGRAM DIVISION OF WATER RESOURCES CHAPTER DRILLING WELLS TABLE OF CONTENTS RULES OF THE OIL AND GAS PROGRAM DIVISION OF WATER RESOURCES CHAPTER 0400-52-06 DRILLING WELLS TABLE OF CONTENTS 0400-52-06-.01 Drilling Equipment 0400-52-06-.03 Casingheads 0400-52-06-.02 Blowout Prevention

More information

RESILIENCE THROUGH RESTORATION

RESILIENCE THROUGH RESTORATION RESILIENCE THROUGH RESTORATION RECLAMATION DISTRICT NO. 1601 TWITCHELL ISLAND SAN JOAQUIN RIVER SETBACK LEVEE PROJECT TWITCHELL ISLAND BASICS Nearly 12 miles of levee Storm drainage facilities Protects

More information

Fish Passage Assessment Report Mare Brook Culverts

Fish Passage Assessment Report Mare Brook Culverts Fish Passage Assessment Report Mare Brook Culverts Fish Passage Assessment Component of Mare Brook Watershed Assessment and Community Engagement Project Prepared for: FB Environmental Associates 97A Exchange

More information

RESTORING THE CONNECTION BETWEEN CREEK AND LAKE: FRESH WATER ESTUARINE CREATION IN MISSISSAUGA

RESTORING THE CONNECTION BETWEEN CREEK AND LAKE: FRESH WATER ESTUARINE CREATION IN MISSISSAUGA RESTORING THE CONNECTION BETWEEN CREEK AND LAKE: FRESH WATER ESTUARINE CREATION IN MISSISSAUGA Jeff Doucette, Kenneth Dion and Sally-Beth Betts 6 th International Conference on Natural Channel Systems

More information

Notice of Intent to Close Inactive CCR Surface Impoundments

Notice of Intent to Close Inactive CCR Surface Impoundments Notice of Intent to Close Inactive CCR Surface Impoundments Virginia Electric and Power Company Possum Point Power Station Coal Combustion Residual Surface Impoundments A, B, C, D, and E Dumfries, Virginia

More information

Illinois Lake Management Association Conference March 23, 2018 By Trent Thomas Illinois Department of Natural Resources Division of Fisheries

Illinois Lake Management Association Conference March 23, 2018 By Trent Thomas Illinois Department of Natural Resources Division of Fisheries Illinois Lake Management Association Conference March 23, 2018 By Trent Thomas Illinois Department of Natural Resources Division of Fisheries Sources of Habitat Impairment Sedimentation Channelization

More information

RI Regulatory Setbacks & Buffers: Coastal Management Issues

RI Regulatory Setbacks & Buffers: Coastal Management Issues RI Regulatory Setbacks & Buffers: Coastal Management Issues New England Onsite Wastewater Training Program @ URI OWT 155 - November 29, 2012 James Boyd - Coastal Policy Analyst Photo: October 30, 2012

More information

MANERI DAM D/S VIEW. Er. SANDEEP SINGHAL Director (Projects) UJVN Limited, Dehradun, (UK)

MANERI DAM D/S VIEW. Er. SANDEEP SINGHAL Director (Projects) UJVN Limited, Dehradun, (UK) COMPREHENSIVE REHABILITATION / REPAIR OF MANERI DAM IN DIST. UTTARKASHI MANERI DAM D/S VIEW Er. SANDEEP SINGHAL Director (Projects) UJVN Limited, Dehradun, (UK) sandysinghal14@hotmail.com ABSTRACT Severe

More information

CHAPTER X: PORTAGES AROUND DAMS

CHAPTER X: PORTAGES AROUND DAMS CHAPTER X: PORTAGES AROUND DAMS A. General Description Portages are land routes used by paddlers to transport their boats to and from a launch area or between access sites. Often located along water bodies

More information

Great Lakes Stream Crossing Inventory Instructions

Great Lakes Stream Crossing Inventory Instructions Great Lakes Stream Crossing Inventory Instructions This document is a guide to completing the Stream Crossing Data Sheet (2/28/11 version). Careful attention to this guidance will ensure consistent crossing

More information

Conceptual Design Report for the Hamilton Dam Modifications Project. Flint, Michigan. Prepared For: City of Flint P.O. Box 99 Flint, MI

Conceptual Design Report for the Hamilton Dam Modifications Project. Flint, Michigan. Prepared For: City of Flint P.O. Box 99 Flint, MI Conceptual Design Report for the Hamilton Dam Modifications Project Flint, Michigan Prepared For: City of Flint P.O. Box 99 Flint, MI 48501-0099 Flint River Watershed Coalition 432 N. Saginaw St. Suite

More information

Inspection Modifications Recommend increasing the culvert size to a 48" squashed pipe. Discussion Board Decision

Inspection Modifications Recommend increasing the culvert size to a 48 squashed pipe. Discussion Board Decision 4:00 310 Business Agenda: MEETING CALLED TO ORDER: THOSE PRESENT: GUESTS: 310 INSPECTION REPORTS ~ READY FOR DECISION: Inspection Date 8 /13/2014 Application GD-036-14 Applicant River Landing, LLC Landowner

More information

USING A LABYRINTH WEIR TO INCREASE HYDRAULIC CAPACITY. Dustin Mortensen, P.E. 1 Jake Eckersley, P.E. 1

USING A LABYRINTH WEIR TO INCREASE HYDRAULIC CAPACITY. Dustin Mortensen, P.E. 1 Jake Eckersley, P.E. 1 USING A LABYRINTH WEIR TO INCREASE HYDRAULIC CAPACITY Dustin Mortensen, P.E. 1 Jake Eckersley, P.E. 1 Plum Creek Floodwater Retarding Structure No. 6 is located in an area of Kyle, Texas, that is currently

More information

GRAND RAPIDS RESTORATION GRAND RAPIDS REVITALIZATION

GRAND RAPIDS RESTORATION GRAND RAPIDS REVITALIZATION GRAND RAPIDS RESTORATION RETURNING THE RAPIDS TO THE GRAND WHY IS THIS PLACE CALLED GRAND RAPIDS? We have been asking for over 100- years, where are the rapids? WHY IS THIS PLACE CALLED GRAND RAPIDS? compare

More information

Information for File #MVP MVM

Information for File #MVP MVM Information for File #MVP-2018-00168-MVM Applicant: City of Lino Lakes Corps Contact: Marissa Merriman Address: 180 Fifth Street East, Suite 700, St. Paul, Minnesota 55101-1678 E-Mail: Marissa.V.Merriman@usace.army.mil

More information

MCCAW REACH RESTORATION

MCCAW REACH RESTORATION Final Report MCCAW REACH FISH RESTORATION PHASE B Jack McCaw Inland Empire Action Coalition http://www.wwccd.net/ Phone: 509-956-3777 Hours: 8:00-4:30 Walla Walla County Conservation District Snake River

More information

then extrapolated to larger area just based on the length of bank [that actually falls in this category].

then extrapolated to larger area just based on the length of bank [that actually falls in this category]. Ken Rood: Good morning, all. You'll probably be glad to know I'm the last speaker of the day. I'm never sure if that's a good thing or not. But [lucky me]. And I'm going to talk today -- the title of the

More information

June 13, 2016 Tom Garigen Re: Myrtle Beach Golf and Yacht Club Drainage assessment

June 13, 2016 Tom Garigen Re: Myrtle Beach Golf and Yacht Club Drainage assessment INFRASTRUCTURE & REGULATION DIVISION- STORMWATER DEPARTMENT 4401 Privetts Road Conway, South Carolina 29526 Post Office Box 1236 Conway, South Carolina 29528-1236 Phone: (843) 915-5160 Fax: (843) 365-2208

More information

GONE! Coastal Erosion Happens During Storms! Why Worry About Coastal Setbacks? Goals for Today

GONE! Coastal Erosion Happens During Storms! Why Worry About Coastal Setbacks? Goals for Today RI Regulatory Setbacks & Buffers: Coastal Zone Management Issues New England Onsite Wastewater Training Program @ URI OWT 155 November 21, 2013 Goals for Today Understand the impacts of storms, coastal

More information

River. Dynamics Canoeing: This section focuses on rivers; how they flow and on some basic maneuvers which you can execute on the river.

River. Dynamics Canoeing: This section focuses on rivers; how they flow and on some basic maneuvers which you can execute on the river. This section focuses on rivers; how they flow and on some basic maneuvers which you can execute on the river. Dynamics Canoeing: By Robert B. Kauffman, Ph.D. 1 Topics - Laminar and shore to center flows

More information

STRUCTURE S-65 PURPOSE SPILLWAY OPERATION

STRUCTURE S-65 PURPOSE SPILLWAY OPERATION STRUCTURE S-65 This structure is a reinforced concrete, gated spillway with discharge controlled by three cable operated, vertical lift gates, and a reinforced concrete lock structure with two pairs of

More information

City of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS

City of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable

More information

Design & Maintenance of Culverts

Design & Maintenance of Culverts While every effort is made to ensure that information held within this document is accurate and up to date, Croft Consultants will not be held responsible for any loss, damage, injury, or inconvenience

More information

RE: Hurricane Matthew Beach Damage Assessment and Recommendations [CSE 2416]

RE: Hurricane Matthew Beach Damage Assessment and Recommendations [CSE 2416] October 25, 2016 Iris Hill Town Administrator Town of Edisto Beach 2414 Murray St Edisto Beach SC 29438 RE: Hurricane Matthew Beach Damage Assessment and Recommendations [CSE 2416] Dear Iris, Hurricane

More information

PROJECT TO INSTALL LARGE WOOD HABITAT STRUCTURES IN THE CARMEL RIVER USING CALIFORNIA DEPARTMENT OF FISH AND GAME GRANT FUNDS

PROJECT TO INSTALL LARGE WOOD HABITAT STRUCTURES IN THE CARMEL RIVER USING CALIFORNIA DEPARTMENT OF FISH AND GAME GRANT FUNDS PROJECT TO INSTALL LARGE WOOD HABITAT STRUCTURES IN THE CARMEL RIVER USING CALIFORNIA DEPARTMENT OF FISH AND GAME GRANT FUNDS The Monterey Peninsula Water Management District (MPWMD), in cooperation with

More information

Rehabilitation of Grimes Creek, a Stream Impacted in the Past by Bucket-lined Dredge Gold Mining, Boise River Drainage, July 2008 to August 2011.

Rehabilitation of Grimes Creek, a Stream Impacted in the Past by Bucket-lined Dredge Gold Mining, Boise River Drainage, July 2008 to August 2011. Rehabilitation of Grimes Creek, a Stream Impacted in the Past by Bucket-lined Dredge Gold Mining, Boise River Drainage, July 2008 to August 2011. Pam Harrington TU,1020 W. Main Street Suite 440, Boise,

More information

Colorado Avenue Dam Proposed Paddle Trail Improvements Preliminary Design Report Deschutes River, Bend, Oregon

Colorado Avenue Dam Proposed Paddle Trail Improvements Preliminary Design Report Deschutes River, Bend, Oregon Colorado Avenue Dam Proposed Paddle Trail Improvements Preliminary Design Report Deschutes River, Bend, Oregon Prepared For: Bend Metro Park and Recreation District 799 SW Colombia Street Bend, Oregon

More information

OKANAGAN RIVER RESTORATION INITIATIVE - FAQ

OKANAGAN RIVER RESTORATION INITIATIVE - FAQ OKANAGAN RIVER RESTORATION INITIATIVE - FAQ Initiative background: The health of the q awsitk w (Okanagan River) has been severely impacted by the channelization works that occurred in the mid-1950 s.

More information

Waikanae River Environmental Strategy. 12. Arapawaiti/Otaihanga Reach

Waikanae River Environmental Strategy. 12. Arapawaiti/Otaihanga Reach 74 Waikanae River Environmental Strategy 12. Arapawaiti/Otaihanga Reach Figure 12: Arapawaiti/Otaihanga Reach 75 PART C: Protecting and Improving the River Corridor / Arapawaiti/Otaihanga Reach Waikanae

More information

UNDERWATER BRIDGE INSPECTION REPORT DISTRICT 1 PINE COUNTY

UNDERWATER BRIDGE INSPECTION REPORT DISTRICT 1 PINE COUNTY UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 58551 CSAH NO. 41 OVER THE KETTLE RIVER DISTRICT 1 PINE COUNTY JULY 28, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,

More information

Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering. Minnesota Department of Transportation (the Department)

Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering. Minnesota Department of Transportation (the Department) To: From: Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering Date: March 20, 2001 Subject: Roadway Geometric Design Criteria Project: TH 14/218 Design-Build Project, SP 7408-29,

More information

Washington State Fish Passage Barrier Removal Projects. Casey Kramer, PE WSDOT State Hydraulics Engineer

Washington State Fish Passage Barrier Removal Projects. Casey Kramer, PE WSDOT State Hydraulics Engineer Washington State Fish Passage Barrier Removal Projects Casey Kramer, PE WSDOT State Hydraulics Engineer 2014 National Hydraulic Engineering Conference Iowa City, IA August 20 th, 2014 WSDOT Fish Passage

More information

Habitat Development: Habitat Boulders Lawson Pier Foreshore Enhancement

Habitat Development: Habitat Boulders Lawson Pier Foreshore Enhancement Habitat Development: Habitat Boulders Improve the existing habitat by stabilising beach sediments. Increase biodiversity by creating new habitats and colonisation opportunities. Loose cobble is unstable;

More information

Understanding the Impacts of Culvert Performance on Stream Health

Understanding the Impacts of Culvert Performance on Stream Health Understanding the Impacts of Culvert Performance on Stream Health Kristin Thomas Aquatic Ecologist Michigan Trout Unlimited Transportation and the Environment Conference 12/5/2018 Importance of adequately

More information

Sediment Basin 7E-12. Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures BENEFITS.

Sediment Basin 7E-12. Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures BENEFITS. 7E-12 Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures Sediment Basin BENEFITS Flow Control Erosion Control Sediment Control Runoff Reduction Flow Diversion

More information

Module 4 Hydraulic Structures for Flow Diversion and Storage

Module 4 Hydraulic Structures for Flow Diversion and Storage Module 4 Hydraulic Structures for Flow Diversion and Storage Lesson 3 Design of Barrage Appurtenant Structures and Rules for Barrage Operation Instructional objectives On completion of this lesson, the

More information

CHAPTER 4 DESIRED OUTCOMES: VISION, GOALS, AND OBJECTIVES

CHAPTER 4 DESIRED OUTCOMES: VISION, GOALS, AND OBJECTIVES CHAPTER 4 DESIRED OUTCOMES: VISION, GOALS, AND OBJECTIVES Vision One of the first steps in developing this Plan was articulating a vision - a clear statement of what the Plan strives to achieve and what

More information

ROAD OCCUPANCY PERMIT APPLICATION # Damascus Township, 60 Conklin Hill Road, Damascus, PA Tel Fax

ROAD OCCUPANCY PERMIT APPLICATION # Damascus Township, 60 Conklin Hill Road, Damascus, PA Tel Fax Instructions: For a driveway access permit, fill in sections 1, 2, 3 and 4, and the appropriate drawings and sign. For a Utility access, fill in sections 1, 2, 3 and 5, and figures 1 and 3. Prepare a detailed

More information

Steelhead Society of BC. Thompson River Watershed Restoration and Enhancement Project #4 Nicola River Bank Stabilization and Enhancement Project

Steelhead Society of BC. Thompson River Watershed Restoration and Enhancement Project #4 Nicola River Bank Stabilization and Enhancement Project Steelhead Society of BC Presents: Thompson River Watershed Restoration and Enhancement Project #4 Nicola River Bank Stabilization and Enhancement Project Application for Funding December 2013 1.0 BACKGROUND

More information

Pre-Application Document Kaweah Project (FERC Project No. 298)

Pre-Application Document Kaweah Project (FERC Project No. 298) TABLE OF CONTENTS Page 3.12 Aesthetic Resources... 3.12-1 3.12.1 Information Sources... 3.12-1 3.12.2 Setting... 3.12-1 3.12.3 Project Facilities... 3.12-2 3.12.4 Previous Visual Resources Assessment...

More information

Huntington District. For More Information Contact (304)

Huntington District. For More Information Contact (304) Zoar Levee & Diversion Dam are located in the Muskingum River Basin highlighted in green to left. The Muskingum River Basin is the site of Ohio s first multiple purpose water management and land conservation

More information

MONTGOMERY COUNTY PLANNING DEPARTMENT

MONTGOMERY COUNTY PLANNING DEPARTMENT MONTGOMERY COUNTY PLANNING DEPARTMENT THE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION MCPB Item No Date: 6-07-2018 MD355 Over Little Bennett Creek Bridge Replacement (SHA Project No. MO4275180),

More information

Geomorphic Stream Classification A Classification of Natural Rivers, Rosgen, D.L.

Geomorphic Stream Classification A Classification of Natural Rivers, Rosgen, D.L. Geomorphic Stream Classification A Classification of Natural Rivers, Rosgen, D.L. Why is Stream Classification Physical stream channel evolution Essential? Similar stream types manifest similar patterns

More information

Shoreline Studies Program, Department of Physical Sciences, VIMS

Shoreline Studies Program, Department of Physical Sciences, VIMS Living Shoreline Training Class 2017 1 Demonstration sites discussed in this talk. 2 A shoreline management plan for the entire creek made conceptual shoreline management recommendations along every stretch

More information

SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING

SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING SECTION [32 15 40] [02730] STABILIZED DECOMPOSED GRANITE SURFACING EDIT SPECIFICATION: Edit the following guide specification to comply with project requirements. This document is available in word processing

More information

Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update

Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update June 2016 US Army Corps of Engineers Project Purpose Three specific damage mechanisms of coastal

More information

Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)

Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00) General Info Number: PROJECT NO. 43-19-03 Description: BRIDGE DECK REPAIR AND REHABILITATION OHIO TURNPIKE RAMP OVER STATE ROUTE 420 M.P. 71.4, SOUTH BILLMAN ROAD OVER OHIO TURNPIKE M.P. 75.2, WOOD AND

More information

Tracy E. Skrabal. October 2, 2012

Tracy E. Skrabal. October 2, 2012 Tracy E. Skrabal October 2, 2012 Jurisdiction Living Shorelines/Sills Timeline for Permit Bulkhead/Revetments North Atlantic Division New England Division suspended all nationwide permits March 20, 2012

More information

CLOSURE PLAN. CFR (b) Bottom Ash Pond Complex Cardinal Plant Brilliant, Ohio. September, 2016

CLOSURE PLAN. CFR (b) Bottom Ash Pond Complex Cardinal Plant Brilliant, Ohio. September, 2016 CLOSURE PLAN CFR 257.102(b) Bottom Ash Pond Complex Cardinal Plant Brilliant, Ohio September, 2016 Prepared for: Cardinal Operating Company Cardinal Plant Brilliant, Ohio Prepared by: Geotechnical Engineering

More information

CITY OF SALEM DEPARTMENT OF PUBLIC WORKS STANDARD DRAWINGS TABLE OF CONTENTS

CITY OF SALEM DEPARTMENT OF PUBLIC WORKS STANDARD DRAWINGS TABLE OF CONTENTS 001-099 100-199 200-299 Stormwater 300-399 400-499 500-599 600-699 700-799 800-899 Miscellaneous Sewers and Drains Streets Water Structures Earthwork Street Lighting and Traffic Signals Landscape and Irrigation

More information

EXTENT OF OBSERVATION

EXTENT OF OBSERVATION scanned for KRIS THE RESOURCES AGENCY OF CALIFORNIA Department of Fish and Game STREAM SURVEY Date: May 25 and 31, 1977. NAME: Unnamed Stream (Tributary to Sonoma Creek) COUNTY: Sonoma. STREAM SECTION:

More information

Accommodating Pedestrians in the Work Zone

Accommodating Pedestrians in the Work Zone Accommodating Pedestrians in the Work Zone Guidance for Section C Plan Preparers Some impacts cannot be avoided and those impacts apply to residents, businesses, motorists, and pedestrians alike. However,

More information

COPE PARK MASTER PLAN

COPE PARK MASTER PLAN COPE PARK MASTER PLAN CBJ Parks & Recreation Department is in the process of creating a Master Plan for the Cope Park Area. New restrooms are designated to be constructed in the park in the next year.

More information

Water Resources Report RKLD Annual Meeting July 30, 2016

Water Resources Report RKLD Annual Meeting July 30, 2016 Water Resources Report RKLD Annual Meeting 2016 July 30, 2016 Topics Hydrology Report Indianford Dam trash rack cleanout performance Experimental Project update Review of PAS project Twin floods- 1 to

More information

ST. LOUIS SECTION PROJECT OF THE YEAR AWARD

ST. LOUIS SECTION PROJECT OF THE YEAR AWARD ST. LOUIS SECTION PROJECT OF THE YEAR AWARD Originality and Innovation The St. Louis Harbor Project is located in the Upper Mississippi River between the entrance to the Chain of Rocks Canal at River

More information

La Quinta Channel Extension Port of Corpus Christi Ingleside, Texas. Mark Coyle

La Quinta Channel Extension Port of Corpus Christi Ingleside, Texas. Mark Coyle La Quinta Channel Extension Port of Corpus Christi Ingleside, Texas Mark Coyle Corpus Christi Navigation Channel PCCA La Quinta Expansion Project History Corpus Christi Ship Channel Improvement Projects

More information

Union Pacific Railroad

Union Pacific Railroad Input Questions: 404/401 Pre Application Meeting, December 18, 2013, Portland, Oregon 1. What is the project purpose and need? The purpose of the project is to improve the efficiency and average velocity

More information

Outlet Structures T-12

Outlet Structures T-12 Description This section provides guidance and details for outlet structures for use primarily with BMPs utilizing sedimentation, (i.e., extended detention basins (EDBs), retention ponds, and constructed

More information