PLAN - TYPICAL WETLAND NOT TO SCALE SECTION - TYPICAL WETLAND NOT TO SCALE

Size: px
Start display at page:

Download "PLAN - TYPICAL WETLAND NOT TO SCALE SECTION - TYPICAL WETLAND NOT TO SCALE"

Transcription

1 INTERNL SIDE SLOPES TO E NO STEEPER THN 9 HORIZONTL TO 1 VERTICL SPILLWY INLET PIPE CONVEYING SH3 RUNOFF OUTLET FOR STREM OUTLET STRUCTURE ROCK PRON MINTENNCE CCESS EMNKMENT PERMELE ROCK FOREY UND WETLND PLNTING UND PLN TYPICL WETLND FOREY WETLND SH3 CUT/FILL TO MEET SURROUNDING GROUND ORIFCE WITH PROTECTED FFLE OUTLET STRUCTURE SPILLWY 4 1 EXTENDED DETENTION LEVEL WETLND PLNTING UND PERMNENT WTER LEVEL WETLND PLNTING UND YER RI FLOOD LEVEL STREM INLET PIPE WINGWLL ROCK PRON PERMELE ROCK FOREY UND NTISEEPGE MESURES THROUGH EMNKMENT SECTION TYPICL WETLND Wetland ID Impervious Catchment rea (m2) Pervious Catchment rea (m2) Wetland Schedule Total Catchment rea (m2) W W W NOTE: INDICTIVE CTCHMENT RES ONLY, SUJECT TO DETILED DESIGN Functions Water Quality Treatment & Extended Detention Water Quality Treatment & Extended Detention Water Quality Treatment & Extended Detention ision Description MMDESDNGC0DRG4001 Number TYPICL DETILS TYPICL WETLND DETILS ND SCHEDULE MMDESDNGC0DRG4001 ision

2 Complexity: Variety of logs and rocks that change flow patterns and provide resting places for fish Low planting that is not an impediment to flow Margin planting into vegetated structures at the outsides of bends Coir logs Reinforcement of the channel at the outside bend keyed into bank Rock substrate forms the base level of stream bed intermittently Large boulders and logs for flow complexity Rock grade control structure in bed PLN TYPE 1 LOWLND STREM SECTION Pool Cascade Margin planting into vegetated structures at the outsides of bends Reinforcement of the channel at the outside bend keyed into bank Low planting that is not an impediment to flow C Complexity Large boulders and logs for flow complexity PLN TYPE 2 STEEP STREM SECTION Pool Large rock substrate forms the base level and sides of stream bed Pool Cascade C SECTION MMDESDNGC0DRG4002 ision Description JW QDO'S MK WS LG 14/11/2017 TYPICL DETILS STREM DIVERSION DETILS Number MMDESDNGC0DRG4002 ision

3 VEGETTED CHNNEL FOR LOW ND/OR FLT GRDIENTS ROCKLINED CHNNEL FOR HIGH ND/OR STEEP GRDIENTS TYPICL SECTIONS CONVEYNCE CHNNELS ision Description MMDESDNGC0DRG4003 Number TYPICL DETILS TYPICL CHNNEL CROSS SECTIONS MMDESDNGC0DRG4003 ision

4 RIPRP SIN RIPRP PRON DOWNSTREM CHNNEL PIPE CULVERT TYPICL SLOPE 2:1 TYPICL SLOPE 2:1 PPROX WIDTH RNGES FROM 4m TO 11m WINGWLL, WITH HNDRIL PLN RIPRP SIN ND PRON LENGTH VRIES LENGTH VRIES WINGWLL (IF REQUIRED), WITH HNDRIL (NOT SHOWN) TOP OF RIPRP (SIDE) LNDSCPE PLNTING COIR MTTING (IODEGRDLE), OR SIMILR PPROVED ON SIDE SLOPES NCHOR TRENCH FOR COIR MTTING TOP WTER LEVEL TILWTER PIPE CULVERT RIPRP GEOTEXTILE OR SIMILR PPROVED T SE CHNGE/OVERLP GEOTEXTILE TO COIR MTTING SECTION RIPRP (SE) GEOTEXTILE OR SIMILR PPROVED SECTION ision Description MMDESDNGC0DRG4004 Number TYPICL DETILS RIPRP SIN DETILS MMDESDNGC0DRG4004 ision

5 DIMETERS RNGE FROM 1200mm TO 3060mm STREM STREM EXISTING GROUND FLEXILE PLSTIC MOULDED CULVERT FFLES 300 TO 500 TYPICL SECTION FISH PSSGE FFLES TYPICL SECTION FISH PSSGE PIPE CULVERT FIXED TO SE R150 PPROX 100mm FISH PSSGE DETIL TYPE 2 EMEDDED CULVERT UFFLES FOR SHLLOW GRDIENT CULVERT CULVERT SE 45 PLN FISH PSSGE FFLES SECTION FISH PSSGE FFLES FISH PSSGE DETIL TYPE 1 CULVERT UFFLES FOR STEEP GRDIENT CULVERT ision Description MMDESDNGC0DRG4005 Number TYPICL DETILS FISH PSSGE DETILS MMDESDNGC0DRG4005 ision

6 FILL EMNKMENT STTE HIGHWY 3 SOUTHOUND NORTHOUND SECONDRY INLET WINGWLL WITH HNDRIL INLET EROSION PROTECTION UPSTREM DERIS STRUCTURE PIPE CULVERT, SIZE VRIES, REFER SW G PLN WINGWLL WITH HNDRIL ENERGY DISSIPTION ND EROSION PROTECTION DOWNSTREM CHNNEL FISH PSSGE (REFER TO DRWING MMDESDNG00DRG4005 FOR DETILS) TYPICL CULVERT SECTION Culvert Schedule Culvert # Rd Catchment Diameter Fish Length (m) Cover (m) Grade (%) Chainage (Ha) (mm) Passage ase Flow Debris Fence Type 1 N None None N None Type 2 N None Type 2 Y None Type 2 N Debris Fence Type 2 N Debris Fence Type 2 N Debris Fence Type 1 N Debris Fence x Type 2 Y Debris Fence None N Debris Fence Type 2 N Debris Fence Type 1 Y Debris Fence None N Debris Fence Type 1 Y Debris Fence Type 2 Y Debris Fence Type 1 Y Debris Fence Type 1 Y Debris Fence Type 2 Y None Type 2 Y None Type 2 N None Type 2 Y None ision Description MMDESDNGC0DRG4006 Number TYPICL DETILS TYPICL CULVERT SECTION & SCHEDULE MMDESDNGC0DRG4006 ision

7 SHOTCRETE MY E REQUIRED T SOILROCK INTERFCE TO PREVENT SCOUR ND DERIS INTO FLUME T LOCTION OF HNGING VLLEYS, 500mm DEEP Y 1000mm WIDE CHNNEL TO E CUT INTO ROCK CUTTTER FCE. WIREROPE RRIER 500 (PPROX) CUTTTER FCE 20MPa CONCRETE WITH 2 LYERS OF HRC 665 MESH CONCRETE PRON 200 THICK ND 2.0m LONG T SE OF FLUME TO PREVENT SCOUR SH3 CUTFCE TTER FORM FLUME CHNNEL (1000mm WIDE ND 500mm RECESSED WITHIN NTURL ROCK CUTFCE TO CONTROL FROM UPSTREM HNGING VLLEYS SUSOIL DRIN IF REQUIRED 1000 (TYP) TYPICL HNGING VLLEY FLUME SCLE 1:25 FLUME TYPICL CROSS SECTION SCLE 1:10 ision Description MMDESDNGC0DRG4007 S SHOWN Number TYPICL DETILS FLUME DETILS MMDESDNGC0DRG4007 ision

8 CULVERT UNDER EMNKMENT REFER TO CULVERT SCHEDULE ROD EMNKMENT CULVERT HEDWLL REFER TO CULVERT SCHEDULE PLNT VEGETTION ON ROD SIDE OF DERIS FENCE FOR ESTHETIC PURPOSES (REFER LNDSCPE DRWINGS) TOP OF NK TOP OF NK DERIS FENCE DERIS FENCE UPSTREM OF CULVERT TYPICL PLN DETIL HORIZONTL RIL FOR STRUCTURL SUPPORT EXISTING GROUND RILWY RILS (MIN 50kg/m) OR 310UC97 PROPOSED CULVERT ND HEDWLL DERIS FENCE UPSTREM OF CULVERT ELEVTION ision Description MMDESDNGC0DRG4008 Number TYPICL DETILS DERIS FENCE DETILS MMDESDNGC0DRG4008 ision

GREEN MOUNTAIN POWER CORP.

GREEN MOUNTAIN POWER CORP. Exhibit GMP-H-3 GREEN MOUNTIN POWER CORP. PROJECT LOCTION MONTPELIER MRSHFIELD HYDROELECTRIC STTION SERVICE SPILLWY GTE STRUCTURE VERMONT DRWING LIST SHEET NUMBER STTE MP DRWING NME REVISION GENERL PROJECT

More information

REQUEST FOR COMMENTS

REQUEST FOR COMMENTS REQUEST FOR COMMENTS NEW UNIFORM STNDRD DRWING NUMER 217.S2, "RESIDENTIL CUR ND GUTTER R-TYPE"; MODIFICTIONS TO STNDRD DRWING NUMERS 223, 224, 226.S1, ND 227.S1 The Specifications Subcommittee of the Regional

More information

16" SS CABLE TEE POST 1) STAINLESS STEEL* (STANDARD) *ALL SS IS #6 SATIN FINISH (#8 MIRROR FINISH UPON REQUEST) 2) PVD COATING

16 SS CABLE TEE POST 1) STAINLESS STEEL* (STANDARD) *ALL SS IS #6 SATIN FINISH (#8 MIRROR FINISH UPON REQUEST) 2) PVD COATING RILING OPTIONS ) Ø 2" or 2" SS* 2) Ø 2" WOOD CHERRY RED OK WHITE OK MPLE 3) Ø 2" LED iril 6" SS CBLE 4" MX 3'6" TEE POST ) STINLESS STEEL* (STNDRD) *LL SS IS #6 STIN FINISH (#8 MIRROR FINISH UPON REQUEST)

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

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

TYPICAL CARRIAGEWAY SCALE - A3 SIZE

TYPICAL CARRIAGEWAY SCALE - A3 SIZE EXISNG SURFE LEVEL SURFE LEVEL m TYPIL. UP TO.m DEPENDENT ON WETHERING DEPTH OF PKIRI FORMON m TYPIL. UP TO 5.m DEPENDENT ON WETHERING DEPTH OF PKIRI FORMON TYPIL UT SEON REFER TO DEL R TYPIL FILL SEON

More information

JAP Additional Information Sheet

JAP Additional Information Sheet 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

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

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2016 REVISIONS

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2016 REVISIONS , NEVD YER 2016 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 223.1 Residential Driveway without djacent Sidewalk 7/1/2016 New Drawing to allow flexibility in Roadway Design. 234.1 Typical

More information

* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE

* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE * MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). "NON-WLKING" RE * LNDING 24" CROSS FULL WIDTH PERMNENT

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

Chutes Part 2: Synthetic linings

Chutes Part 2: Synthetic linings s Part 2: Synthetic linings DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control [1] Soil Treatment Permanent [2] [1] s can

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

City of Rio Rancho Department of Public Works

City of Rio Rancho Department of Public Works P -E L P -C L P -H L C P -B L C MULTIPLE CHNNELS ORIENTTION MULTIPLE CHNNELS ORIENTTION 2 MULTIPLE CHNNELS ORIENTTION 1 P -B L P -E L P L -C P L -H P - L B B SINGLE CHNNEL ORIENTTION SINGLE CHNNEL ORIENTTION

More information

Design and Calibration of Submerged Open Channel Flow Measurement Structures: Part 3 - Cutthroat Flumes

Design and Calibration of Submerged Open Channel Flow Measurement Structures: Part 3 - Cutthroat Flumes Uth Stte University DigitlCommons@USU Reports Uth Wter Reserch Lbortory Jnury 1967 Design nd Clibrtion of Submerged Open Chnnel Flow Mesurement Structures: Prt 3 - Cutthrot Flumes Gylord V. Skogerboe M.

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

* SEE ANCHOR SCHEDULE SHEET 7

* SEE ANCHOR SCHEDULE SHEET 7 "-20 MLE PNELMTE W/ WINGNUT -1/2" O.C. "-20 X 1/2" MCHINE OLT & NUT -1/2" O.C 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC 8/14/1 Y DTE SPCING ERROR OR MSONRY POWERS CLK-IN W/ "-20 SIDEWLK OLT -1/2" O.C.

More information

Water surface slope extending up to 20 channel widths up and downstream of crossing.

Water surface slope extending up to 20 channel widths up and downstream of crossing. Site Evaluations Site Information Site Location: Mt ood NF, Forest Road 7 Year Installed: Pre-987 Lat/Long: 8 W Watershed rea (mi ): N Stream Slope (ft/ft) : Channel Type: Step-pool ankfull Width (ft):

More information

General Information for Culvert Design

General Information for Culvert Design Design Manual Chapter 2 - Stormwater 2E - Culvert Design 2E-1 General Information for Culvert Design A. Introduction A culvert is a conduit under an embankment that transports stormwater from one side

More information

MISSISSIPPI RIVER SPILLWAY PLAN (2013 FLOOD RECOVERY) MISSISSIPPI RIVER SPILLWAY PROFILE (2013 FLOOD RECOVERY) C-200 PROJECT BOUNDARY

MISSISSIPPI RIVER SPILLWAY PLAN (2013 FLOOD RECOVERY) MISSISSIPPI RIVER SPILLWAY PROFILE (2013 FLOOD RECOVERY) C-200 PROJECT BOUNDARY c:\pw_working\mvr\b5eddlh\d032060\_-200xxx.dgn $TE$ 5E 9:6:5 M N 37+00 372+00 373+00 37+00 PO N 3397.37 E 23639.0 535.90 537.6 535.8 535.27 535.2 535.07 H:V 50H:V 375+00 5H:V 376+00 5H:V H:V 3H:V PROJET

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

Gary L. Owens Trust Administrative Permit. Application

Gary L. Owens Trust Administrative Permit. Application Gary L. Owens Trust dministrative Permit pplication SITE PLN NOTES PN: 007 OWNER: GRY L OWENS STORGE / MECHNICL FINISH FLOOR = 69' (E) POWER POLE WITH HIGH VOLTGE FEED 68 68 690.THERE IS N EXISTING WELL

More information

SENIOR ASSISTED LIVING FACILITY BASE LINE, HIGHLAND, CA

SENIOR ASSISTED LIVING FACILITY BASE LINE, HIGHLAND, CA UNIT INTERIOR DMIN./OFFIE UNIT INTERIOR 4 - FOOT LERNE LERNE PROJET SUMMRY RGYLE UHNN 13TH WLKER WRM REEK RDEN SUJET SITE VITORI SENIOR SSISTED LIVING FILITY SE LINE, HIGHLND, TOTL RE UILDING RE: 1st FLOOR

More information

PASCO COUNTY, FLORIDA INTEROFFICE MEMORANDUM. REFERENCES: Land Development Code, Planner II

PASCO COUNTY, FLORIDA INTEROFFICE MEMORANDUM. REFERENCES: Land Development Code, Planner II PSCO COUNTY, FLORID INTEROFFICE MEMORNDUM TO: Development Review Committee DTE: 5// FILE: PDD-933 FROM: Carol B. Clarke Zoning dministrator ssistant Planning and Development dministrator SUBJECT: Behnke/Legacy

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

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

Presented by Fred Halterman, URS Jennie Agerton, URS

Presented by Fred Halterman, URS Jennie Agerton, URS Presented by Fred Halterman, URS Jennie Agerton, URS What is Eco Friendly Culvert Design? Culvert design that: Maintains connectivity for aquatic organism migration Maintains connectivity for gene flow

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

Appendix G. Alternative Solutions Details. Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING

Appendix G. Alternative Solutions Details. Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING Appendix G Alternative Solutions Details TMIG THE MUNICIPAL INFRASTRUCTURE GROUP LTD Krosno Creek Flood Reduction Project PROJECT

More information

HY-8 Version 7.2 Build Date January 17, Federal Highway Administration.

HY-8 Version 7.2 Build Date January 17, Federal Highway Administration. HY-8 Version 7.2 Build Date January 17, 2012 Federal Highway Administration http://www.fhwa.dot.gov/engineering/hydraulics/software/hy8/index.cfm SIMPLE Simple to use Use for simple culverts and bridges

More information

Culvert Design An Overview of the NYS Highway Design Manual Chapter 8

Culvert Design An Overview of the NYS Highway Design Manual Chapter 8 Seventeenth Statewide Conference on Local Bridges Culvert Design An Overview of the NYS Highway Design Manual Chapter 8 Tuesday, October 25, 2011 Training Session: Culvert Design, Analysis - talk 2 Presented

More information

City of Guelph. Hanlon Creek Business Park Stormwater Management Report Ponds 1, 2, 3 and 4

City of Guelph. Hanlon Creek Business Park Stormwater Management Report Ponds 1, 2, 3 and 4 City of Guelph Hanlon Creek Business Park Stormwater Management Report Ponds 1, 2, 3 and 4 City of Guelph Hanlon Creek Business Park Stormwater Management Report Ponds 1, 2, 3 and 4 Prepared by: AECOM

More information

APPENDIX B HYDRAULIC DESIGN DATA FOR CULVERTS

APPENDIX B HYDRAULIC DESIGN DATA FOR CULVERTS TM 5-820-4/AFM 88-5, Chap 4 APPENDIX B HYDRAULIC DESIGN DATA FOR CULVERTS B-1. General. a. This appendix presents diagrams, charts, coefficients and related information useful in design of culverts. The

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

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

APPENDIX C SANITARY SEWER PEAK DESIGN FACTOR

APPENDIX C SANITARY SEWER PEAK DESIGN FACTOR PPENDIX C SNITRY SEWER PEK DESIGN FCTOR ll gravity sewers will be designed to accommodate the peak flow from the contributing drainage area. The peak flow will be computed using the appropriate peaking

More information

Fish Passage Planning and Design

Fish Passage Planning and Design Fish Passage Planning and Design Culvert Fishway Planning and Design Guidelines Part I Design Drawings for Fishway Projects Ross Kapitzke James Cook University School of Engineering and Physical Sciences

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

Design Assessment Checklist: Infiltration / Detention Basin

Design Assessment Checklist: Infiltration / Detention Basin Design Assessment Checklist: Infiltration / Detention Basin Objectives This checklist can be used by the organisation approving the drainage scheme (drainage approving body) to help assess submissions

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

Stream Crossings I: Engineering and Design Approaches to Provide Fish Passage at Culvert Slipline Projects in Connecticut

Stream Crossings I: Engineering and Design Approaches to Provide Fish Passage at Culvert Slipline Projects in Connecticut University of Massachusetts - Amherst ScholarWorks@UMass Amherst International Conference on Engineering and Ecohydrology for Fish Passage International Conference on Engineering and Ecohydrology for Fish

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

19.1 Problem: Maximum Discharge

19.1 Problem: Maximum Discharge 19.1 Problem: Maximum Discharge In partially full channel having an equilateral triangular cross section, the rate of discharge is Q = KAR/3 in which K is a constant, A flow area, R is the hydraulic mean

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

PRELIMINARY STORM DRAINAGE REPORT

PRELIMINARY STORM DRAINAGE REPORT PRELIMINARY STORM DRAINAGE REPORT DRURY LANE DEVELOPMENT 704 1ST STREET SULTAN, WA 98294-94240 PARCEL #28083200305500 AUDITOR S FILE NO. 1090255 CITY OF SULTAN SNOHOMISH COUNTY, WASHINGTON PREPARED FOR:

More information

CHAPTER 4 SPALDING COUNTY, GEORGIA 4.0 CULVERT DESIGN

CHAPTER 4 SPALDING COUNTY, GEORGIA 4.0 CULVERT DESIGN SPALDING COUNTY, GEORGIA CHAPTER 4 4.0 CULVERT DESIGN... 4-1 4.1 INTRODUCTION... 4-1 4.2 SYMBOLS AND DEFINITIONS... 4-1 4.3 ENGINEERING DESIGN CRITERIA... 4-2 4.3.1 FREQUENCY FLOOD... 4-2 4.3.2 VELOCITY

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

Detailed Model Simulation Results for Proposed Situation

Detailed Model Simulation Results for Proposed Situation APPENDIX C Detailed Model Simulation Results for Proposed Situation Status Issue 2 Page 89 January 2013 Figure C-1 to C-15 complement the tabulated peak flood level and discharge predictions in Tables

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

Five Counties Salmonid Conservation Program - Fish Passage Design Workshop. February 2013

Five Counties Salmonid Conservation Program - Fish Passage Design Workshop. February 2013 Program - Aquatic Organisms and Stream Crossings Ecological Connectivity A watershed is a network of channels that drain a common boundary. Channel characteristics formed by interaction of precipitation,

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

Lecture 10 : Sewer Appurtenances

Lecture 10 : Sewer Appurtenances 1 P age Module 8 : Sewer Appurtenances Lecture 10 : Sewer Appurtenances 2 P age The structures, which are constructed at suitable intervals along the sewerage system to help its efficient operation and

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

Project 184 Preferred Canal Drainage Structure and Release Point Plan

Project 184 Preferred Canal Drainage Structure and Release Point Plan Project 184 Preferred Canal Drainage Structure and Release Point Plan September 2011 Version 5.0 REVISION HISTORY Page Description Date 7 Added Section 5.1 Plan Modifications 09/08/11 9 Modified Table

More information

Project Report for Marsh Creek and Albion River Instream Fish Barrier Removal Flynn Creek Road, CR 135, M.P. 8.1 and 8.3

Project Report for Marsh Creek and Albion River Instream Fish Barrier Removal Flynn Creek Road, CR 135, M.P. 8.1 and 8.3 Project Report for Marsh Creek and Albion River Instream Fish Barrier Removal Flynn Creek Road, CR 135, M.P. 8.1 and 8.3 Project Title: Marsh Creek and Albion River Instream Fish Barrier Removal, Flynn

More information

CHAPTER 5 CULVERT DESIGN

CHAPTER 5 CULVERT DESIGN CHAPTER 5 CULVERT DESIGN HYDRAULICS OF CULVERTS There are two major types of culvert flow: 1) flow with inlet control, and 2) flow with outlet control. For each type, different factors and formulas are

More information

INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS Non-Refrigerated Universal Bi-Level AquaAccess Barrier Free, Wall Mounted Water Cooler

INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS Non-Refrigerated Universal Bi-Level AquaAccess Barrier Free, Wall Mounted Water Cooler INSTLLTION, OPERTION ND MINTENNCE INSTRUCTIONS Non-Refrigerated Universal i-level quaccess arrier Free, Wall Mounted Water Cooler OR lternate Configuration Standard Configuration 112100F-UL / 112100-UL

More information

Minimum Standards for Driveway Construction Village of Bear Creek

Minimum Standards for Driveway Construction Village of Bear Creek Minimum Standards for Driveway Construction Village of Bear Creek An exception to the following requirements may only be granted by city council. The needs of each drainage system are considered independently,

More information

Culvert Safety Inspection Report

Culvert Safety Inspection Report Culvert Safety Inspection Report Facility Federal Structure ID Inspector Name Agency/Consultant Inspection Date LEGEND Haggerty Rd (South) N/A RL/JF GLEG 1/26/2016 9 New Feature Latitude Longitude Struc

More information

CALIFORNIA SALMONID STREAM HABITAT RESTORATION MANUAL APPENDIX IX-A CULVERT CRITERIA FOR FISH PASSAGE INTRODUCTION

CALIFORNIA SALMONID STREAM HABITAT RESTORATION MANUAL APPENDIX IX-A CULVERT CRITERIA FOR FISH PASSAGE INTRODUCTION APPENDIX IX-A STATE OF CALIFORNIA RESOURCES AGENCY DEPARTMENT OF FISH AND GAME CULVERT CRITERIA FOR FISH PASSAGE For habitat protection, ecological connectivity should be a goal of stream-road crossing

More information

THINK SAFETY - WORK SAFELY

THINK SAFETY - WORK SAFELY - Plot Date: Friday, July 06, 2012 @ 1:52:0 PM Last Saved: Friday, July 06, 2012 @ 1:13:03 PM Last Saved By: Garcia, Felipe File Path: C:\Users\garciafe\documents\S\first Coast Oncology\first Coast Oncology_drawings\FIRST

More information

Climate Change Adaptation and Stream Restoration. Jack Williams;

Climate Change Adaptation and Stream Restoration. Jack Williams; Climate Change Adaptation and Stream Restoration Jack Williams; jwilliams@tu.org 1 Goals for this presentation Develop strategies for adapting streams to climate impacts by Thinking like a watershed Understanding

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

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

Storm Damage Floating Culverts & Other Inlet Issues

Storm Damage Floating Culverts & Other Inlet Issues Storm Damage Floating Culverts & Other Inlet Issues Mark Bailey, PE - Hydraulic Manager, INDOT Dale Sedler, PE - Sr. Hydraulic Engineer, INDOT Road School 2016 What causes a culvert to float? 1. Accumulation

More information

NON-TRAP PARASITIC ELEMENTS ELEMENT P-10 10M Reflector 39 10m Rear Driver 28 10M Front Driver 28 10M Director 24

NON-TRAP PARASITIC ELEMENTS ELEMENT P-10 10M Reflector 39 10m Rear Driver 28 10M Front Driver 28 10M Director 24 C B REINFORCEMENT TYPE P (SEE DWG. 140009) 36" P-10 COMPONENTS, DIMENSIONS: PRSITIC ELEMENTS REINFORCEMENT TYPE BE (SEE DWG.) B REINFORCEMENT TYPE BC SSY 140019 COMPONENTS, TRP SSEMBLY SLOT WITH SINGLE

More information

HEC 26 Aquatic Organism Passage Design Manual Evolution & Application

HEC 26 Aquatic Organism Passage Design Manual Evolution & Application HEC 26 Aquatic Organism Passage Design Manual Evolution & Application Sven Leon, P.E., Hydraulics Engineer Federal Highway Administration 2015 Alaska Fish Passage Meeting October 13 14, 2015 VTRC, Juneau,

More information

Raleigh Park Open House #2 Summary (5/23/17)

Raleigh Park Open House #2 Summary (5/23/17) Raleigh Park Open House #2 Summary (5/23/17) Nearly 50 community members participated in an open house meeting about Raleigh Park on 5/23/17. During the meeting, staff presented concepts for changes to

More information

Beavers are particularly adept at manipulating their

Beavers are particularly adept at manipulating their Beavers are particularly adept at manipulating their environment to suit their needs. They instinctively build dams to raise water levels and increase the area covered by water. Beaver ponds provide security

More information

Kootenai River Habitat Restoration Program. Kootenai Tribe of Idaho - January 27, 2014 Presentation for Kootenai Valley Resource Initiative

Kootenai River Habitat Restoration Program. Kootenai Tribe of Idaho - January 27, 2014 Presentation for Kootenai Valley Resource Initiative Kootenai River Habitat Restoration Program Kootenai Tribe of Idaho - January 27, 2014 Presentation for Kootenai Valley Resource Initiative Decline of native species Kootenai River White Sturgeon ENDANGERED

More information

Design Data 22M. Flotation of Circular Concrete Pipe. w w I = w - x 1000 (3) (SG x 1000)

Design Data 22M. Flotation of Circular Concrete Pipe. w w I = w - x 1000 (3) (SG x 1000) Design Data M Flotation of Circular Concrete Pipe There are several installation conditions where there is the possibility that concrete pipe may float even though the density of concrete is approximately.4

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

Fish Friendly Crossings- Examples from Nash Stream

Fish Friendly Crossings- Examples from Nash Stream Fish Friendly Crossings- Examples from Nash Stream Maggie Machinist- North Regional Forester, Division of Forests and Lands. Nash Stream Nash Stream Forest is 40,000 acres, owned and managed by NH Division

More information

FOODSERVICE PLAN ONTARIO SD ONTARIO HS FS1.01 FOOD SERVICE EQUIPMENT LIST FOODSERVICE LAYOUT ITEM QUANTITY. Continental Refrigerator

FOODSERVICE PLAN ONTARIO SD ONTARIO HS FS1.01 FOOD SERVICE EQUIPMENT LIST FOODSERVICE LAYOUT ITEM QUANTITY. Continental Refrigerator FOOD SERVICE EQUIPMENT LIST FS3.03 0 9 9 8 8. 6 5 4 3 G D 4 5 6 9 8 6 5 4 3 FS3.0 FOODSERVICE PLN /4" = '-0" 4' - /3" FS3.0 FS3.0 Electrical Panel ITEM QUNTITY NO QTY LOT DESCRIPTION MNUFCTURER HETED CBINET,

More information

Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC

Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC Annual Progress Report for FY 2004 Prepared by: Principal Investigators: Inder Bhambri, Ph.D., PE Philip Brach, Ph.D.,

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

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

San Lorenzo Valley Water District, Watershed Management Plan, Final Version Part I: Existing Conditions Report

San Lorenzo Valley Water District, Watershed Management Plan, Final Version Part I: Existing Conditions Report LIST OF FIGURES Figure 1-1. Map of the San Lorenzo River watershed Figure 2-1. The Santa Cruz Mountains Bioregion Figure 2-2. Protected areas within the San Lorenzo River watershed Figure 2-3. Primary

More information

Bridge Failures in Alberta

Bridge Failures in Alberta Introduction Bridge Failures in Alberta Bridges are inspected for three primary reasons safety of bridge system maintenance of bridges management of bridge system Inventory or management of the system

More information

BARRIER OFFSET 0" A 6" 6" A 12" 12" A 26" A 26" 3A OR 4A L OR S * ** L OR S L OR S

BARRIER OFFSET 0 A 6 6 A 12 12 A 26 A 26 3A OR 4A L OR S * ** L OR S L OR S ACCEPTABLE (TCB) TYPES AND ANCHORING DETAILS BASED ON UNDERLYING SURFACE TYPE AND BARRIER OFFSET FROM DROP-OFF BARRIER OFFSET UNDERLYING SURFACE 0" A 6" 6" A 12" 12" A 26" A 26" TCB TYPE DETAIL TCB TYPE

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

DRAFT. Stonybrook Creek Watershed

DRAFT. Stonybrook Creek Watershed DRAFT Stonybrook Creek Watershed A Strategic Plan for Eliminating Barriers to Steelhead Migration June 4, 2010 Prepared by: PO Box 4477, Arcata, CA 95518 mlove@h2odesigns.com / (707) 476 8938 Prepared

More information

GB Collins Engineering PA

GB Collins Engineering PA FENCE: Florida Building Code requires that all public pools shall be surrounded by a minimum 48" high fence. The fence shall be continuous around the perimeter of the pool area that is not otherwise blocked

More information

JOHNSTON COUNTY DEPARTMENT OF UTILITIES DUCHESS DOWNS FORCE MAIN IMPROVMENTS OCTOBER 2017

JOHNSTON COUNTY DEPARTMENT OF UTILITIES DUCHESS DOWNS FORCE MAIN IMPROVMENTS OCTOBER 2017 DEPRTMENT OF UTILITIES FORE MIN IMPROVMENTS OTOER 2017 Owner: Johnston ounty ORD OF OMMISSIRS Jeffrey P. arver - hairman Ted G. Godwin - Vice hairman ookie Pope llen L. Mims, Jr. had M. Stewart Keith ranch

More information

NOVEMBER 2006 FLOOD DOWNSTREAM OF THE KATSE DAM STRUCTURE

NOVEMBER 2006 FLOOD DOWNSTREAM OF THE KATSE DAM STRUCTURE THE LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY (LHDA) NOVEMBER 2006 FLOOD DOWNSTREAM OF THE KATSE DAM STRUCTURE Effects of the November 2006 Flood THE DAMAGE CAUSED BY THE FLOOD AS IT PROPAGATES DOWNSTREAM

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

Cook Inlet pipeline crossing is about making the best choices

Cook Inlet pipeline crossing is about making the best choices Cook Inlet pipeline crossing is about making the best choices By Larry Persily lpersily@kpb.us Aug. 26, 2015 (This update, provided by the Kenai Peninsula Borough mayor s office, is part of an ongoing

More information

Level II Stream Survey for the Timberline Express Proposal

Level II Stream Survey for the Timberline Express Proposal TECHNICAL MEMORANDUM 24 146th Place SE Suite 6 Bellevue WA 987 Tel: 42.6.69 Fax: 42.6.694 www.segrp.com TO: FROM: CC: Bill Granger Travis Spikes Timberline Express EIS project folder DATE: October 21,

More information

OFFICE OF STRUCTURES MANUAL FOR HYDROLOGIC AND HYDRAULIC DESIGN CHAPTER 13 CULVERTS APRIL 2011

OFFICE OF STRUCTURES MANUAL FOR HYDROLOGIC AND HYDRAULIC DESIGN CHAPTER 13 CULVERTS APRIL 2011 OFFICE OF STRUCTURES MANUAL FOR HYDROLOGIC AND HYDRAULIC DESIGN CHAPTER 13 CULVERTS APRIL 2011 APRIL 2011 Chapter 13 Culverts Table of Contents Foreword.3 13.1 Introduction.. 4 13.2 Policy 6 13.3 Passage

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

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

The Basics of Culvert and Inlet Design

The Basics of Culvert and Inlet Design PDHonline Course C619 (8 PDH) The Basics of Culvert and Inlet Design Jerry D. Morrow, PE 2013 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030 6658 Phone & Fax: 703 988 0088 www.pdhonline.org

More information

City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS

City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures Sep/16 R-2 No Drawing Jan/17 R-2A Typical Cross Sections for Granular

More information

Shoreline Erosion Control Failures and How To Avoid Them

Shoreline Erosion Control Failures and How To Avoid Them 2008 Illinois Lake Management Association Shoreline Erosion Control Failures and How To Avoid Them by: Hank Sutton, President, Lake Rip Rap, Inc. www.lakeriprap.com - www.macoupinboats.com Setting the

More information

The TYCO Model PRV-1 Pressure. Reducing Valves described herein must be installed and maintained in compliance with this document and with the

The TYCO Model PRV-1 Pressure. Reducing Valves described herein must be installed and maintained in compliance with this document and with the Worldwide www.tyco-fire.com Contacts Model PRV-1 Pressure Reducing Valve Pilot Operated, Globe and ngle ody Styles General Description The TYCO Model PRV-1 Pressure Reducing Valves, 2 through Inch (DN5

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

Dry Hydrants. The installation of a non-pressurized pipe system into local water sources provides a ready means of supplying water to fire engines.

Dry Hydrants. The installation of a non-pressurized pipe system into local water sources provides a ready means of supplying water to fire engines. Dry Hydrants What is a Dry Hydrant? A dry hydrant is a non-pressurized pipe system permanently installed in existing lakes, ponds and streams that provides a suction supply of water to a fire department

More information

TREATING RIVERS RIGHT & EXAMPLES OF BEST USE OF WOOD IN RESTORATION

TREATING RIVERS RIGHT & EXAMPLES OF BEST USE OF WOOD IN RESTORATION TREATING RIVERS RIGHT & EXAMPLES OF BEST USE OF WOOD IN RESTORATION James Mac Cartney, TU River Restoration Specialist John Braico, MD, NY Council Resource Mgr Grassroots Trustee 1 Great Trout Streams

More information

Eastern Brook Trout Joint Venture Annual Report The Nature Conservancy 2013

Eastern Brook Trout Joint Venture Annual Report The Nature Conservancy 2013 Eastern Brook Trout Joint Venture Annual Report The Nature Conservancy 2013 2013 Annual Performance Report Enhancing Connectivity in the Ash-Black Rock Sub-basin of the West Branch Narraguagus River. Project

More information

The Glockemann Pump Site & Installation Guide

The Glockemann Pump Site & Installation Guide GLOCKEMANN PECK ENGINEERING PTY LTD P.O. Box 357 West Ryde NSW 1685 Telephone/Fax: (02) 9708 0900 Email: glocpump@zip.com.au Internet: www.gpe-waterpumps.com The Glockemann Pump Site & Installation Guide

More information